W912BV19R0002-0003.pdf

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

EUFAULA LAKE SPILLWAY BRIDGE REPLACEMENT

Amendment 0003 is hereby issued to revise the the evaluation criteria in Section 00 22 11, replace specifications contained in Sections 01 00 00, 01 50 00 and 03 50 00, and replace Sheet IDs E-501, E-601 and E-602.

The proposal due date remains unchanged. All other terms and conditions remain unchanged.

Contract Specialist: Julie S. Hill, 918-669-7699 or julie.s.hill@usace.army.mill

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY 16-Apr-2019

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 W912BV19R0002

X 9B. DATED (SEE ITEM 11)

08-Mar-2019

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

16-Apr-2019

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:

SUMMARY OF CHANGES

AMENDMENT 0003

SOLICITATION NO. W912BV19R0002

EUFAULA REPLACE SPILLWAY BRIDGE

EUFAULA LAKE, OKLAHOMA

Standard Form (SF) 30, Block 14 (continuation):

The proposal documents shall be revised as follows:

CONTRACT CLAUSES

SECTION 00 22 11 – Delete previously issued paragraphs 5.1.1, 5.1.2.1 (a), 5.3.1, and 6.1.1 and Attachment 1 and replace with new revised paragraphs 5.1.1, 5.1.2.1(a), 5.3.1, and 6.1.1 and Attachment 1 attached hereto.

SPECIFICATIONS

Delete previously issued Sections 01 00 00, 01 50 00, and 03 50 00 and replace with new Sections 01 00 00, 01 50 00, and 03 50 00 attached hereto.

Paragraphs containing revisions are highlighted by bold text.

DRAWINGS

Delete previously issued Sheet IDs E-501, E-601, and E-602 and replace with new Sheet IDs E-501, E-601, and E-602 attached hereto.

END OF SUMMARY OF CHANGES – AMENDMENT 0003

FACTOR 2 VOL 1 Tab E Proposed Contract Duration and Summary Schedule

Equally Important to Factor 1 (less important than Factors 1, 3 and 4 combined)

FACTOR 3 VOL 1 Tab F Past Performance 3rd Most Important Factor (less important than Factors 1, 2 and 4 combined)

FACTOR 4 VOL 1 Tab G Small Business Utilization 4th Most Important Factor (less important than Factor 3)

VOLUME 2 – PRICE PROPOSAL

Factor/Subfactor/Element Location Description Relative Importance N/A VOL 2 Tab 1 Proposal Cover Sheet Not Rated N/A VOL 2 Tab 2 Signed Letter Responding to

RFP, SF1442 and Acknowledge of Amendments

Not Rated

FACTOR 5 VOL 2 Tab 3 Section 00 11 00, Pricing Schedule

All technical factors, when combined, are more important than price

N/A VOL 2 Tab 4 Bid Guarantee (Bid Bond) Not Rated N/A VOL 2 Tab 5 Representatives &

Certifications Not Rated

N/A VOL 2 Tab 6 JV Agreement (if applicable) Not Rated Subfactor 1 VOL 2 Tab 7 Subcontracting Plan Acceptable/Unacceptable

5.0 VOLUME 1 – FACTOR 1 – PERFORMANCE CAPABILITY – Equally important to Factor 2

5.1. VOLUME 1 – TAB A: SUBFACTOR 1 - SPECIALIZED EXPERIENCE

Most Important Subfactor

5.1.1. Submission Requirements:

Demonstrate the specialized experience of the offeror and/or proposed team, including sub-contractors, on projects same/similar in size and complexity to that described in the solicitation for same/similar construction services. If using subcontractors as part of the proposed team to demonstrate experience, describe the role they will play in this project and the percentage of work they will perform.

The offerer shall complete a minimum of three (3), but no more than five (5), “Experience Information” forms, attached at the end of this section (Attachment 1), in response to this factor. All blocks must be filled in and all data should be accurate, current, and complete. All projects submitted must be at least 50% complete within the last 5 10 * years. At least two (2) of the projects provided must be valued at over $10,000,000 and all projects must be over $5,000,000.

5.1.2. Evaluation Criteria:

5.1.2.1. The Government will evaluate the extent of recent, related experience of the offeror in regard to their role on this project. The Government may place greater importance on projects performed as a prime contractor than as a subcontractor, depending upon overall role and relevancy considerations. Federal Government project experience will not be rated inherently more important than non-Federal Government project experience. Offerors demonstrating experience with projects of similar size and complexity will be viewed more favorably by the Government; to include (in this order) experience with construction using ultra-high performance concrete, concrete deck panels and multi-span concrete bridges.

(a) The offeror must submit the requested information to demonstrate a record of recent, related experience in construction, for the project (which may include similar state or local government or private counterparts) included in this solicitation. Recent experience includes projects well underway (see above criteria) or those completed and turned over within 5 10 * years of the proposal issue date for this RFP for construction experience.

* AM 3

*AM 3 Revision to 00 22 11 Evaluation Criteria and Basis of Award*

* AM 3

M5ECFADB

Cross-Out

M5ECFADB

Cross-Out

Joint Venture partners should each demonstrate experience commensurate with their role on this project or how their experience qualifies them for their role on this project. If any of the information required is not included in the form (Attachment 1), then the Contractor will be considered nonresponsive and evaluated as unacceptable for this subfactor.

(b) The Government reserves the right to verify the experience record of cited projects or other recent projects by reviewing the Federal Government’s Past Performance Information Retrieval System (PPIRS), other DOD or Government appraisal systems, or to interview owners or references. The Government may check any or all cited references to verify supplied information.

(c) To receive credit for extent (amount) of experience, the offeror shall demonstrate a history of recent, relevant experience. A firm will not receive credit under this factor for the relevant experience of key personnel proposed for this project.

(d) The Government will consider extent of recent experience, degree of relationship of such experience to this project, demonstrated familiarity with applicable codes and local conditions. Some examples of relevancy to this project may include, but not be limited to:

(1) Number, size, type work, complexity, location.

(2) Dates (well under way or completed no more than 5 10 * years preceding date of solicitation).

(3) Firm's role and extent of work self-performed (brokering out all work and simply “pouring the sidewalks” or similar minor work on a cited project are examples of less relevant experience).

5.2. VOLUME 1 - TAB B: SUBFACTOR 2 - TECHNICAL APPROACH

2nd Most Important Subfactor

5.2.1. Submission Requirements:

5.2.1.1. Provide information that describes the offeror’s intended technical approach to executing the construction contract per the detailed requirements herein. Limit the information to 20 pages or less; clearly but concisely describe the technical approach to execution.

5.2.1.2. Means and Methods: Describe in narrative format the means and methods for construction. Outline the proposed sequencing approach for construction, equipment to be used, etc. Offerors demonstrating knowledge of the specific features of work for this project will be viewed more favorably by the Government; to include (in this order) experience with construction using ultra-high performance concrete, concrete deck panels and multi-span concrete bridges.

5.2.1.3. Self-Performed Work: Generally describe the items the offeror will self-perform to comply with the requirements in Section 00 72 00 for self-performed work.

5.2.2. Evaluation Criteria:

5.2.2.1. The Government will evaluate the strengths, weaknesses and any deficiencies in the plan. The Government will evaluate the firm’s understanding of the requirements described in Division 01 plans and technical specifications of the solicitation and the capability to execute the project. Some additional specific evaluation considerations are listed below. This list is not all-inclusive.

5.2.2.2. Means and Methods. The Government will evaluate the clarity and strength of the means and methods to be used for construction.

5.2.2.3. Self-Performed Work: The Government will evaluate the offeror’s proposal to ensure that the self-performed work complies with the requirements of Section 00 72 00 for self-performed work.

* AM 3

5.3. VOLUME 1 - TAB C: SUBFACTOR 3 - KEY PERSONNEL

3rd Most Important Subfactor

5.3.1. Submission Requirements:

The offeror shall provide resume data for the following key personnel: *AM 3 Construction Project Manager,* Quality Control Manager (CQC System Manager), all specialized personnel assisting the Quality Control Manager (Electrical, Structural, Submittals, & Concrete), Site Superintendent, and Site Safety and Health Officer.

Resume information to be provided shall be limited to no more than two (2) pages per person and shall include the following information as a minimum:

5.3.1.1. Name and title

5.3.1.2. Project assignment

5.3.1.3. Name of firm with which associated

5.3.1.4. Years experience in the role identified.

5.3.1.5. Years experience with this firm and with other firms

5.3.1.6. Education degree(s), year, specialization, if applicable

5.3.1.7. Active professional registration, year first registered, if applicable

5.3.1.8. Other experience and qualifications relevant to same/similar work required under this contract.

Minimum experience requirements for personnel shall be in accordance with Division 01 sections. Unless otherwise specified in Division 01, each individual shall have a minimum of seven years of experience in their respective position.

5.3.2. Evaluation Criteria:

The Government will evaluate the required information to determine how well the offeror identifies and demonstrates that its key personnel meet or exceed minimum qualifications necessary to perform construction. Offerors providing resumes for key personnel for this project that have experience in similar key positions on the projects shown under Specialized Experience will be viewed more favorably by the Government. Performance of key personnel proposed for this project may be taken into account when it comes to the attention of the Government. If alternates are proposed for key positions, the evaluation rating will consider the lesser qualified or experienced person, if there is a difference.

5.4. VOLUME 1, TAB D: SUBFACTOR 4 - ORGANIZATION

4th Most Important Subfactor

5.4.1. Submission Requirements:

5.4.1.1. Provide information that describes the offeror’s organizational approach to executing the construction contract per the detailed requirements herein. Limit the information to 5 pages or less; clearly but concisely describe the organizational and technical approach to project management and execution.

5.4.1.2. Organization: Describe what firms, their resources and how their resources will be utilized, their roles and responsibilities and any contractual arrangements that have been established. Clearly describe any teaming or joint venture arrangements, including a clear description of each firm’s roles and responsibilities on the project. A copy of the teaming or joint venture agreement(s) may be appended to the plan (not included in the page limitation). Include a simple organizational chart, illustrating the organization, including the proposed quality control group(s). Present a matrix of responsibilities for each firm in executing the key work breakdown structure activities of the project, including construction activities for each major feature. Identify the firms chosen for the project if not to be self-performed. The offeror shall be required to obtain the Contracting Officer’s approval for any substitution of firms listed. Describe the proposed management structure for the team, describing how the construction process will be

*AM 3 Revision to 00 22 11 Evaluation Criteria and Basis of Award* managed and the authorities and the delegations of authority within the team. Include a key personnel organization chart that clearly depicts the key positions and the names of the personnel, their firm affiliations and their job locations, their job/position title within the organization. The key personnel organization chart shall be consistent with the corporate organization chart, with the matrix of responsibilities assigned to the firms, and with the list of key personnel to be provided under the Tab, “Key Personnel.”

5.4.1.3. Quality Control: Describe the team’s quality control approach, corporate systems and capabilities to maintain quality control of the construction. Describe the proposed quality control organization, including the proposed staffing plan. Provide information on how you will handle internal and external requests for information, shop drawings, progress meetings, site visits, contract completion, closeout, as-built, and completion documentation. There is no need to submit a quality control plan as the successful offeror will provide that after award. Describe how the team will meet USACE three phase quality control requirements.

5.4.1.4. Safety Plan: Describe the team’s safety approach, corporate systems and capabilities to maintain safety requirements during construction. Describe the proposed safety organization, including the proposed staffing plan.

The intent is to provide enough detail to demonstrate the offeror’s understanding of the project; however, it is not the intent for the offeror to provide the amount of detail that will be required in the pre-work submittals contained in Division 01 of this RFP.

5.4.2 Evaluation Criteria:

5.4.2.1. The Government will evaluate the strengths, weaknesses and any deficiencies in the plan. The Government will evaluate the firm’s understanding of the requirements described in Division 01 plans and technical specifications of the solicitation and the capability to execute the project. Some additional specific evaluation considerations are listed below. This list is not all-inclusive.

5.4.2.2. Organization. The Government will evaluate the clarity and strength of the overall organization and how well it is organized, structured and staffed to execute the entire scope of work. If applicable, joint venture participants’ contribution to the organization should be commensurate with their skills and background.

5.4.2.3. Quality Control. The Government will evaluate the offeror’s capabilities and understanding of the contractually required quality control processes for construction. The Government will evaluate the adequacy of the staffing plan to cover all required tasks and responsibilities.

5.4.2.4. Safety Plan: The Government will evaluate the narrative for realism, logic, and understanding of the contractual requirements in regard to the safety plan.

6.0 VOLUME 1 -TAB E: FACTOR 2 - PROPOSED CONTRACT DURATION AND SUMMARY

SCHEDULE

Equally Important to Factor 1

6.1. Submission Requirements:

6.1.1. The offeror shall propose a contract duration in the appropriate location on the *AM 3 pricing construction* schedule not to exceed the maximum contract duration specified in the Special Contract Requirement (SCR) entitled COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK. The proposed duration, if accepted, shall become the required contract duration.

6.1.2. Submit a summary level schedule for construction including any construction phasing. Schedules or diagrams may be provided separately in a size that is easily read, but shall be bound and clearly labeled as Tab 2. This summary schedule will, after contract award, be replaced with a project schedule as required by Specification Section PROJECT SCHEDULE. The summary schedule shall be task oriented, indicating the number of calendar days, after notice to proceed, by which milestones are to be achieved. Offeror may use a critical path or other method of his choice;

however, schedules shall be graphically represented. The proposed summary schedule shall reflect the proposed contract duration. Give attention to the following features:

*AM 3 Revision to 00 22 11 Evaluation Criteria and Basis of Award*

SECTION 00 22 11 – ATTACHMENT 1

COMPANY SPECIALIZED EXPERIENCE – CONSTRUCTION OR PRIME CONTRACTOR

Provide the following information to show examples of projects your company constructed within the last five (5) ten (10) * years indicating experience with projects of similar type and scope. Use one form per project.

1. Type of Facility Represented ________________________________________________________________

2. Your Firm’s Name ________________________________________________________________________

3. Name of Project and Contract Number ________________________________________________________

4. Location on Project _______________________________________________________________________

5. Project Contract Type _____________________________________________________________________

6. Owner _________________________________________________________________________________

General Scope of Construction Project (address how this relates to the solicitation):

Your Role (Prime, Joint Venture or Subcontractor) and Work Your Company Self-Performed (also include any proposed team members that were directly involved in this project, including work performed, roles and responsibilities):

Provide a list of the management team and their responsibility. At a minimum, include Project Manager, Quality Control Representative and Construction Superintendent.

7. Construction Cost ________________________________________________________________________

8. Extent and Type of Work You Subcontracted Out _______________________________________________

9. Dates Construction Began _________________________ Completed _______________________________

10. Your Performance Evaluation by Owner, If Known ______________________________________________

11. Were You Terminated or Assessed Liquidated Damages? _________________________________________ If the answer to either question is “yes”, attach an explanation.

12. Owner’s Point of Contact for Reference (Name and Company) _____________________________________

13. Current Telephone Number of Reference POC __________________________________________________

*AM 3 Revision to 00 22 11 Evaluation Criteria and Basis of Award*

* AM 3

Eufaula Replace Spillway Bridge FY19 EUFAULABRIDGFY19

SECTION 01 00 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SCOPE

This section summarizes the work to be performed for the demolition and construction of the Spillway Bridge at Eufaula Lake, Oklahoma. This project will be a total turn-key contract with all work being performed by the Contractor. The Contractor shall provide all plant, materials, equipment, labor, instruments tools, subcontractors, supervision, management, and travel necessary to complete all work in accordance with this summary of work, the drawings, the specifications, and all other contract documents and requirements. The Government will provide no materials, equipment, or labor except for mobilization and installation of the floating bulkhead as defined in Section 01 50 00, paragraph 1.12.

Where contract documents and criteria appear to be in conflict, the Contractor shall consult the Contracting Officer (CO) or Administrative Contracting Officer (ACO), as applicable, for clarification before beginning any work.

1.2 SUMMARY OF WORK

In general, this project consists of the following summarized components:

a. Demolition of the existing bridge pedestals, girders, beams, deck, sidewalks, guardrails, electrical power/lighting systems, utilities, catwalk, and all appurtenances as indicated on the drawings;

b. Design, construction, and establishment of temporary electrical service to provide uninterrupted operation of all existing Government facilities and structures for the duration of the contract. Temporary electrical power, for operation of existing Government equipment and facilities only (tainter gates, lights, sump pump, lake offices, etc.), will be provided from the Eufaula powerhouse and paid for by the Government. The Contractor shall provide, condition, and pay for all power/electrical service and all other utilities necessary for construction equipment and facilities;

c. Design and construction of safety walkways for uninterrupted Government personnel access to all existing tainter gate controls, power systems, and platforms. Minimum design and construction requirements shall be in accordance with OSHA and EM 385-1-1.

Installed system shall be designed and constructed so that personal fall protection equipment is not required to utilize the walkways;

d. Construction of new bridge and appurtenances including, but not limited to, bridge pedestals, precast pretensioned girders, precast pretensioned deck panels deck panel joints, haunches, and blockouts using Ultra High Performance Concrete (UHPC), sidewalks, parapets, and railings;

e. Construction of new electrical power/lighting systems;

f. Construction of new catwalks, torque shaft supporting system, and

SECTION 01 00 00 Page 1 This Section Reissued by Amd 0003 appurtenances;

g. Construction of new water and low pressure air lines; and

h. Completely clean the construction area, remove all construction equipment, facilities, and debris from Government property, and restore disturbed areas to preconstruction conditions.

1.3 MANDATORY SEQUENCE OF WORK

1. Establish temporary electrical service for operation of existing Government facilities before disconnection of existing electrical service.

2. Construct and provide temporary access to all existing tainter gate hoisting systems, equipment, and platforms.

3. Repair cracks and spalls in pier structure before demolition of bridge structure.

4. All other work to be completed prior to the after demolition crack and spall repair items.

1.4 TEMPORARY ELECTRICAL SERVICE FOR OPERATION OF EXISTING GOVERNMENT

FACILITIES

The work shall include the removal and replacement of the existing tainter gate power distribution infrastructure, roadway lighting, catwalk/walkway lighting, receptacles, associated circuits, conduit, transfer switches, sump pumps, sluice, control wiring connections, junction/terminal boxes, two 240-120 single phase transformers, grounding and all other items as specified and indicated on the drawings. All work shall be in compliance with NFPA 70. All materials and equipment shall be used only for the purposes for which they were manufactured. Components/systems that shall remain in uninterrupted service (during construction) are as follows:

a. Tainter Gates (480V, 3 phase; including dual feeder redundancy)

b. Project Office

c. Sump Pump #1 & Alarm (480V, 3 phase)

d. Sump Pump #2 & Alarm w/ Sluice Gate (480V, 3 phase)

e. DELETED

f. Temporary Catwalk/Walkway Lighting (120V, single phase)

The Project Office is located approximately 3/4 of a mile southwest of the bridge. The electrical service for the Project Office is provided through 480V, 3 phase, 150A service stepped up to 13.8 KV underground and overhead transmission dropped back to 208V, 3 phase, 500A service before entering the Project Office building. The Contractor is responsibility to provide temporary service to the existing 13.8 KV step up transformer located near the south end of the bridge.

1.5 EXPLANATION OF CONTRACT AUTHORITY AND RELATIONSHIPS

The U. S. Army Corps of Engineers (USACE), Tulsa District will award and administer this contract and shall be the sole authority to interact contractually with, direct, and provide oversight to the Contractor.

References to any other organization, entity, or individual either directing, authorizing, approving, or in any other way contractually interacting with the Contractor shall denote such action by the designated

SECTION 01 00 00 Page 2 representative(s) of the Contracting Officer, USACE, Tulsa District.

1.6 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.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2017; ERTA 1-2 2017; TIA 17-1; TIA 17-2;

TIA 17-3; TIA 17-4; TIA 17-5; TIA 17-6;

TIA 17-7; TIA 17-8; TIA 17-9; TIA 17-10;

TIA 17-11; TIA 17-12; TIA 17-13; TIA

17-14) National Electrical Code

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.7 SAFETY

All work shall be performed in accordance with EM 385-1-1 dated 30 November 2014 and other references listed herein. Where the regulations conflict, the most stringent requirements shall apply. EM 385-1-1 and all other safety requirements will be strictly enforced. Lost time due to safety violations will not be subject to time extensions for contract completion.

1.8 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

Detailed Work Plan; G, ecdc Verification of Site Conditions; G

1.9 DETAILED WORK PLAN MINIMUM REQUIREMENTS

Within 30 days of Notice to Proceed (NTP), a Detailed Work Plan shall be submitted for all work required by this contract. The plan shall include, as a minimum, details for all work listed in paragraph SUMMARY OF WORK above. The plan shall be organized by Features of Work (FOW) and 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 Detailed Work Plan shall address sequence of work and methods to protect existing Government property. In addition, the Contractor shall submit any additional information as directed by the ACO. All items of work shall be addressed to the level of detail required by the ACO. Construction activities shall not begin until the Detailed Work Plan has been approved by the ACO. The Contractor's work schedule (days of the week and hours per day) shall be stated.

SECTION 01 00 00 Page 3

1.10 PROJECT SUPERINTENDENT

Identify as Superintendent an individual within the onsite work organization that is responsible for overall management of all construction and related activities and has the authority to act in all on-site construction matters for the Contractor. The Superintendent shall have 10 years of documented superintendent experience with a minimum of five years documented construction experience on multi-span bridge construction similar to this contract. The Superintendent shall be assigned no other duties. The project superintendent shall maintain a physical presence at the site at all times and is responsible for all construction and related activities at the site, including safety and quality control. The SSHO and CQC System Manager shall report to the Superintendent.

1.11 VERIFICATION OF SITE CONDITIONS

Before starting any work, the Contractor shall be responsible for verifying the accuracy of all data and information provided by the Government. The Contractor shall obtain all required measurements, dimensions, etc. and determine the existing conditions of the structures and work site. If data and information provided by the Government are inaccurate or existing conditions appear different and affect the proposed construction, the Contractor shall inform the ACO in writing before proceeding with any construction processes, including ordering materials. Work outside the original scope shall be accomplished only at the direction of the ACO through future contract modifications.

The Contractor shall photograph the site and structure, including the storage and staging areas, mock-up area, field office areas, and roads in connection with the project to document the pre-construction conditions.

One digital copy of all photographs taken shall be furnished to the ACO with the verification of site conditions. Digital photographs shall be minimum of 9MB (approximately 3500 pixels (horizontal) x 2500 pixels (vertical) for landscape orientation. Color bit depth shall be 24 true color minimum (8 red, 8 green, 8 blue). Resolution shall provide clear digital printed photographs on 8-1/2" x 11" photograph paper stock. If requested by the Contractor and approved by the ACO, digital video documentation may substitute for certain digital still photographs where video provides better documentation. Video will be limited to ACO approved areas and will be on a case-by-case basis only.

1.12 WORK HOURS

The work schedule shall be Monday through Friday, 8:00 a.m. to 5:00 p.m., excluding legal Federal Government holidays unless the Contractor proposes an alternative work schedule as part of their proposal and that proposal is accepted by the Government. Any alternative work schedule presented shall be within the time frame Monday through Saturday, 7:30 a.m. to 7:00 p.m.

Any changes to alternate work schedules shall be requested in writing by the Contractor and approved in writing by the ACO. Weekend and holiday work shall be requested in writing by the Wednesday before the date being requested with approval/disapproval being at the sole discretion of the

ACO/COR.

PART 2 PRODUCTS

Not Used.

SECTION 01 00 00 Page 4

PART 3 EXECUTION

Not Used.

-- End of Section --

SECTION 01 00 00 Page 5

SECTION 01 50 00

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

08/09

PART 1 GENERAL

1.1 SUMMARY

Requirements of this section apply to and are a component of every section of the specifications.

1.2 GOVERNMENT ACCESS TO TAINTER GATE HOISTS AND OPERATING MACHINERY

The Contractor shall provide Government personnel with uninterrupted access to all tainter gate hoists and operating machinery.

1.3 TAINTER GATES OUT OF SERVICE

Only two tainter gates may be out of service at any one time. Length of outage of each gate shall be limited to 14 calendar days maximum. The Contractor shall provide the Government two weeks notice before the planned removal from service.

1.4 LOCKOUT-TAGOUT AND OPERATION OF TAINTER GATES AND ELECTRICAL SERVICE

All tainter gate hoist movement and operations will be performed by the Government. Contractor personnel shall not, at any time, operate any Government equipment or facilities, including the tainter gates. Tainter gates, hoist machinery, and electrical service shall be locked out at all times when personnel are working on these systems. Lockout-tagout of all facilities, equipment, and systems shall be strictly enforced in accordance with EM 385-1-1.

1.5 GOVERNMENT FURNISHED UTILITIES AND EQUIPMENT

No utilities (electricity, water, air, telephone, sanitary sewer, trash service) will be furnished by the Government for the Contractor's construction and related activities (lights, power tools/equipment, washing/cleaning construction sites, light and power for storage areas, offices, etc.). The Government will only provide the source of electrical power to operate the Government's existing facilities (tainter gates, lights, sump pump, project offices, etc.). The Contractor shall supply the materials, equipment, and labor to supply and maintain the temporary power and hoist equipment access for operation of all Government facilities throughout construction. The Government will provide and install a floating bulkhead to restrict flow through the tainter gate during the Contractor's associated work on the torque shafts and during Government testing of the hoist equipment after the Contractor's torque shaft work.

Only one floating bulkhead is available. The floating bulkhead cannot be set if lake water surface elevation exceeds 585 feet.

1.6 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

SECTION 01 50 00 Page 1 basic designation only.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (2013; Errata 2015) Standard for Safeguarding Construction, Alteration, and Demolition Operations

NFPA 70 (2017; ERTA 1-2 2017; TIA 17-1; TIA 17-2;

TIA 17-3; TIA 17-4; TIA 17-5; TIA 17-6;

TIA 17-7; TIA 17-8; TIA 17-9; TIA 17-10;

TIA 17-11; TIA 17-12; TIA 17-13; TIA

17-14) National Electrical Code

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. FEDERAL AVIATION ADMINISTRATION (FAA)

FAA AC 70/7460-1 (2015; Rev L) Obstruction Marking and Lighting

1.7 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

Construction Site Plan; G Traffic Control Plan; G Marine Plant Plan; G Flood Emergency Preparation Plan; G Plan for Protection of Existing Property; G

1.8 CONSTRUCTION SITE PLAN

Prior to the start of work, submit a site plan showing the locations and dimensions of temporary facilities (including layouts and details, equipment and material storage area (onsite and offsite), mock-up area, access and haul routes, avenues of ingress/egress to the security/fenced area and details of the fence installation (as applicable). Identify any areas which may have to be graveled to prevent the tracking of mud.

Indicate if the use of a supplemental or other staging area is desired.

Show locations of safety and construction fences, site trailers, construction entrances, trash dumpsters, temporary sanitary facilities, and worker parking areas.

1.9 TRAFFIC CONTROL PLAN (DETOUR)

The road that crosses Eufaula Dam is State Highway 71 a moderately used road. The highway/bridge has an Annual Average Daily Traffic (AADT) count of 1,600 with 3% truck traffic which includes several local school bus routes. The Contractor shall notify the ACO, the Oklahoma Department of

SECTION 01 50 00 Page 2

Transportation (ODOT), local media outlets/newspapers, local school officials, and county officials a minimum of 30 calendar days before the bridge is first closed. The Contractor shall be responsible for the installation, placement, and continuous maintenance of the Traffic Control Plan shown in the drawings. All Traffic Control Plan (Detour) signs and barricades shall be checked daily to insure signs and barricades are not displaced or otherwise not in accordance with the Traffic Control Plan.

Failure to properly maintain the Traffic Control Plan/Detour will result in immediate stoppage of all site work until the signs and/or barricades are restored. Lost time due to failure to properly maintain the Traffic Control Plan will not be subject to contract time extensions.

1.10 MARINE PLANT PLAN

Prior to the start of work, submit a Marine Plant Plan (as applicable).

Provide size and number of barges, work boats, work platforms, and how the same will be safely secured and stabilized. Include details of any requested new attachment points or devices on existing structures and how new attachment points and devices will be removed and structures returned to their previous condition.

1.11 FLOOD EMERGENCY PREPARATION PLAN

Prior to the start of work, submit a Flood Emergency Preparation Plan to remove all barges and marine plant, construction scaffolding, and any other equipment as necessary and re-assemble all Government equipment and facilities in 48 hours in order for the Government to operate the tainter gates and outlet works for flood damage reduction purposes. Include methods of communications and assurance of necessary personnel availability at all times.

1.12 SETTING FLOATING BULKHEAD FOR TESTING OF TORQUE SHAFTS

Moving the bulkhead for testing of torque shafts and proper tainter gate operation will be a critical team effort requiring detailed coordination and communication between the Contractor and the Government. The Government will only perform the activities specifically identified in this paragraph. The Contractor shall perform all other activities.

Work hours for the Government staff for setting the bulkhead are Monday through Thursday, 7:30 am to 4:00 pm. The Government staff will not be available outside these hours except under emergency situations to provide personnel safety and/or protect Government property. The Contractor shall notify the ACO or Contracting Officer's Representative (COR) a minimum of seven calendar days advance notice to put the bulkhead in place or move the bulkhead. The bulkhead must be set before taking a gate out of service.

The Government will move and set the bulkhead only once at each tainter gate. The bulkhead may be left in placed and overtopped during high lake levels.

The Contractor will not be allowed to climb on or otherwise use the bulkhead as access to any areas or as a work platform.

For each gate, upon completion of the Contractor's associated torque shaft work, the Government will engage in testing of the associated

SECTION 01 50 00 Page 3 hoist equipment. The Government testing is expected to take place over one full work day. Testing will include verification of all upper and lower limits, as well as operating the gates up to 4 feet without the floating bulkhead in place. Upon completion of the required torque shaft work and return to permanent power, the Government will perform a seven day, full inspection to ensure all gates and equipment are fully functional within pre-work conditions. If errors are found during this inspection, the Contractor shall be responsible for correcting the work to provide a fully functional gate and equipment.

1.13 RESERVOIR INFORMATION AND HISTORICAL DATA

Eufaula Lake reservoir information may be viewed at http://www.swt-wc.usace.army.mil/EUFA.lakepage.html. Eufaula Lake monthly charts of reservoir data since November 1994 may be viewed at http://www.swt-wc.usace.army.mil/EUFAcharts.html. Any conclusions drawn by the Contractor from this data are done so at the Contractor's risk.

1.14 LAKE DRAWDOWN

The lake surface elevation will not be drawn down or otherwise altered for execution of work under this contract.

1.15 WATER RELEASES

Water releases may impact the Contractor's operations. Releases will be made from the tainter gates, sluice gates, and/or power intake gates as necessary to perform flood control, water supply, hydropower, and all other authorized project purposes. Water releases and other project purposes will not be altered or compromised to accommodate any work under this contract. The Government will give 48 hours advance notice to the Contractor when water releases and/or gate changes are made.

Flood releases will be made as required for flood damage reduction. The Contractor shall submit for approval by the ACO a Flood Emergency Preparation Plan to remove all barges/marine plant (as applicable), construction scaffolding, and other equipment and re-assemble all Government equipment and facilities in 48 hours in order for the Government to operate the tainter gates and outlet works for flood damage reduction purposes. The Contractor shall implement the plan upon direction of the

ACO.

The Contractor's on-site superintendent shall be accessible to communications from the Government at all times and will be notified of gate changes by the Government. In flood release emergencies, every effort will be made to give the Contractor 48 hours notification of gate changes.

The Contractor shall constantly monitor weather conditions and forecasts and be prepared for potential emergency conditions. The Contractor shall be continuously prepared to move, secure, and protect work areas, marine plant, equipment, and personnel from flood releases.

1.16 TIME EXTENSIONS FOR FLOOD EMERGENCY PLAN IMPLEMENTATION

This provision specifies the procedure for determination of time extensions for high water which affect Contractor operations. Time extensions for high water shall be non-compensable. In order for the Contracting Officer to award a time extension for high water under this Contract, the following conditions must be satisfied:

SECTION 01 50 00 Page 4

a. The ACO directs the Contractor to implement their Flood Emergency Preparation Plan as discussed in paragraph 1.15. The ACO or COR will notify the Contractor when their operations that were impacted by the implementation of the Flood Emergency Preparation Plan may resume. In total the Contractor will receive a day for day time extension for four mobilization/demobilization days plus the number of days the Flood Emergency Preparation Plan was implemented.

b. The high elevations must actually affect the current critical path work being performed, and 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. High elevations are only expected to affect the associated torque shaft.

PART 2 PRODUCTS

2.1 TEMPORARY TRAFFIC CONTROL

2.1.1 Haul Roads

Construct access and haul roads necessary for proper prosecution of the work under this contract. Construct with suitable grades and widths; sharp curves, blind corners, and dangerous cross traffic are be avoided. Provide necessary lighting, signs, barricades, and distinctive markings for the safe movement of traffic. The method of dust control, although optional, must be adequate to ensure safe operation at all times. Location, grade, width, and alignment of construction and hauling roads are subject to approval by the Contracting Officer. Lighting must be adequate to assure full and clear visibility for full width of haul road and work areas during any night work operations.

2.1.2 Barricades

Erect and maintain temporary barricades to limit public access to hazardous areas. Whenever safe public access to paved areas such as roads, parking areas or sidewalks is prevented by construction activities or as otherwise necessary to ensure the safety of both pedestrian and vehicular traffic barricades will be required. Securely place barricades clearly visible with adequate illumination to provide sufficient visual warning of the hazard during both day and night.

2.1.3 Fencing

Provide fencing along the construction site at all open excavations and tunnels to control access by unauthorized people. The safety fencing must be a high visibility orange colored, high density polyethylene grid or approved equal, a minimum of 48 inches high and maximum mesh size of 2 inches, supported and tightly secured to steel posts located on maximum 10 foot centers, constructed at the approved location. Install fencing to be able to restrain a force of at least 250 pounds against it.

2.2 TEMPORARY WIRING

Provide temporary wiring in accordance with NFPA 241 and NFPA 70. Include frequent inspection of all equipment and apparatus.

SECTION 01 50 00 Page 5

PART 3 EXECUTION

3.1 CONSTRUCTION FIELD OFFICE COMPOUND FOR GOVERNMENT EMPLOYEES

The Contractor shall furnish for the duration of the contract an office compound (office trailer, gravel parking, and security fence/lighting) for the exclusive use of Government personnel. Location of compound shall be as approved by the ACO. The Contractor will not be permitted to start any other work on site until the compound is ready for use.

The office trailer shall be a minimum 8-feet by 32-feet with an 8-foot ceiling. The trailer shall be constructed to meet Housing and Urban Developments requirements. The trailer shall be leveled, blocked, and anchored to meet Oklahoma statutes. The site shall be properly graded and compacted to drain water away from the building and entrance(s), shall have a gravel parking area for a minimum of four vehicles, and shall be maintained to prevent ponding of water and unwanted vegetation growth.

Parking shall be directly adjacent to the trailer.

The trailer shall be provided with 120V electrical service and fluorescent lighting with a minimum illumination level of 50 lumens at the work surface. Trailer shall have two rooms. One room shall be a conference room with a conference table and 6 chairs. The other room shall be an office with two desks, four chairs, and two four-drawer legal-width file cabinets. All furniture shall be maintained in working condition by the Contractor. Each room shall have a minimum of four each 120 volt duplex receptacles. The Contractor shall provide and maintain, for Government use only, sanitary restroom facilities in close proximity to the trailer and in accordance with minimum OSHA Safety and Health requirements for Government use only. The Contractor shall provide electrical service, high speed internet service (3 Mbps continuous minimum), and potable water for drinking and general use. The Contractor shall provide weekly trash pick-up or access to an on-site dumpster for Government office waste.

Dumpster shall be within 50 feet of trailer.

The trailer shall remain the property of the Contractor and be removed from the site after all final acceptance punch list deficiencies have been corrected as approved by the ACO. After removal of the field office the site shall be returned to a condition equal or better than pre-contract conditions (removal of all site improvements, structures and gravel, and re-turfed).

3.2 RESTRICTED ACCESS TO WORK SITE

Due to safety and security concerns, enter and exit the project site only through Government approved access points as directed and/or as indicated on plans. Keep all restricted access areas isolated and safe from the public at all times.

3.3 PROTECTION OF GOVERNMENT PROPERTY

The Contractor shall provide a Plan for Protection of Existing Property in pdf format. This plan shall include photographs of all existing equipment listed below to document conditions before mobilization by the Contractor.

Digital photographs shall be minimum of 9MB (approximately 3500 pixels (horizontal) x 2500 pixels (vertical) for landscape orientation. Color bit depth shall be 24 true color minimum (8 red, 8 green, 8 blue). Resolution shall provide clear digital printed photographs on 8-1/2" x 11" photograph paper stock. Protection of existing Government property and facilities is

SECTION 01 50 00 Page 6 extremely important and will require extensive planning and protection by the Contractor. The Contractor shall take all measures necessary for protection of the existing structures, grounds, concrete surfaces, equipment, and machinery. Any damage to Government property caused by the the Contractor shall be repaired with new materials as directed by the ACO at no additional cost to the Government. In addition to all contract requirements to protect Government property, the Contractor shall take particular care to protect the gate hoist operating machinery, control panels, limit switches, gearboxes, and bull gears which are highly susceptible to damage by dust, blast media, and debris. In the event that foreign materials are deposited on the machinery the materials shall be completely removed; if foreign materials are deposited on greased parts, the grease shall be removed and the parts re-greased prior to operating the respective gate machinery. Grease shall be removed down to bare metal using mineral spirits or other applicable solvents having a flashpoint above 100 degrees F. The solvent cleaning shall be done with clean cloths and clean fluids to avoid leaving a thin film of greasy residue on the surfaces to be re-greased.

The Contractor shall not drill…