Solicitation Amendment W9127N26BA0240005 executed.pdf

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offers 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 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication 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 NUMBER AS DESCRIBED IN ITEM 14.

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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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.)

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

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

16C. DATE SIGNED

Previous edition unusable STANDARD FORM 30 (REV. 11/2016) Prescribed by GSA FAR (48 CFR) 53.243

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE PAGE OF PAGES

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

This amendment effects changes to the Block 14 (Description of Amendment/Modification):

Block 14 (Description of Amendment/Modification):

The Solicitation Period is extended by 21 calendar days which changes the Solicitation Closing Date from October 8, 2026, to October 29, 2026.

Solicitation Specifications, Section 01 10 10.00 25 CONTRACTOR'S OPERATIONS AND REQUIREMENTS, Paragraph 1.18.4 Traffic Control Plan (TCP) edited.

Solicitation Specifications, Section 01 45 00.25 25 CONSTRUCTION MANAGEMENT PLATFORM (CMP), Technical Section added in its entirety.

Section 00 00 00 - Procurement and Contracting Requirements

The following changes have been made:

INFORMATION FROM TO

Response Due Date

08 Oct 2026 29 Oct 2026

W9127N26BA0240005

Bonneville Powerhouse I Navigation Lock Bridge Replacement

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00.00 25 CONTRACT ADMINISTRATION DATA

01 10 10.00 25 CONTRACTOR'S OPERATIONS AND REQUIREMENTS

01 11 00.00 25 SUMMARY OF WORK

01 12 00.00 25 SECURITY REQUIREMENTS

01 15 00.01 25 PARTNERING: LEVEL ONE

01 22 00.00 25 MEASUREMENT AND PAYMENT

01 32 01.00 25 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26.00 25 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 27.00 25 DIVING

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 25 QUALITY CONTROL

01 45 00.15 25 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 00.25 25 CONSTRUCTION MANAGEMENT PLATFORM (CMP)

01 57 19.00 25 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19.00 25 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 23.00 25 OPERATION AND MAINTENANCE DATA

01 78 39.10 25 AS-BUILT DRAWINGS

DIVISION 02 - EXISTING CONDITIONS

02 41 00.00 99 DEMOLITION AND DECONSTRUCTION

02 81 00.00 99 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

02 82 00.00 25 ASBESTOS REMEDIATION

02 83 00.00 99 LEAD REMEDIATION

DIVISION 03 - CONCRETE

03 30 00.00 99 CAST-IN-PLACE REINFORCED CONCRETE

DIVISION 05 - METALS

05 12 00.00 99 STRUCTURAL BRIDGE STEEL

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 10 00.00 99 STRUCTURAL BRIDGE EXPANSION JOINTS

DIVISION 09 - FINISHES

09 90 00.00 99 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 10 00.00 99 SEISMIC ISOLATION BRIDGE BEARINGS

10 14 53.00 99 TRAFFIC SIGNAGE

DIVISION 26 - ELECTRICAL

26 05 19.00 99 INSULATED WIRE AND CABLE

26 56 00.00 99 EXTERIOR LIGHTING

DIVISION 31 - EARTHWORK

31 00 00.00 99 EARTHWORK

PROJECT TABLE OF CONTENTS Page 1

AMD #0005

31 05 19.13 99 GEOTEXTILES FOR EARTHWORK

31 11 00.00 99 CLEARING AND GRUBBING

31 52 00.00 25 COFFERDAMS

31 63 29.00 99 DRILLED CONCRETE PIERS AND SHAFTS

31 66 10.00 99 ROCK FOUNDATION PREPARATION

31 68 13.00 99 GROUND ANCHORS

31 73 20.00 99 JET GROUTING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19.61 99 SEALING OF JOINTS IN RIGID PAVEMENT

32 05 33.00 99 LANDSCAPE ESTABLISHMENT

32 11 20.00 99 BASE COURSE FOR RIGID AND SUBBASE FOR FLEXIBLE PAVING

32 12 16.16 99 ROAD-MIX ASPHALT PAVING

32 13 13.06 99 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 16 19.00 99 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23.00 99 PAVEMENT MARKINGS

32 31 13.00 99 CHAIN LINK FENCES AND GATES

32 84 24.00 99 IRRIGATION SPRINKLER SYSTEMS

32 92 19.00 99 SEEDING

32 93 00.00 99 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00.00 99 WATER UTILITY DISTRIBUTION PIPING

33 40 00.00 99 STORMWATER UTILITIES

33 46 16.00 99 SUBDRAINAGE PIPING

33 71 02.00 99 UNDERGROUND ELECTRICAL DISTRIBUTION

DIVISION 34 - TRANSPORTATION

34 71 13.16 99 VEHICLE CRASH BARRIERS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 10.00 25

CONTRACTOR'S OPERATIONS AND REQUIREMENTS

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

1.2 REFERENCES

1.3 SUBMITTALS

1.4 PERIOD OF PERFORMANCE

1.5 PRE-CONSTRUCTION CONFERENCE

1.6 IN-WATER WORK

1.6.1 In-Water Work (IWW) Periods

1.6.2 In-Water Work Activities

1.7 WATER QUALITY CERTIFICATION

1.8 BARGE OPERATIONS AND TEMPORARY FACILITIES IN NAVIGATION CHANNEL

1.8.1 SUMMARY

1.8.2 ABANDONED CHANNEL DEPTH

1.8.3 NOTICE OF SEA LION TRAPS

1.8.4 OIL BOOM OPERATION

1.9 FISH SALVAGE AFTER COFFERDAM INSTALLATION

1.10 NOTICE OF SITE ACCESS RESTRICTIONS

1.11 NOTICE OF HIGH VOLTAGE BPA POWERLINE

1.12 NOTICE OF COUNTER WEIGHT DISPOSAL

1.13 INCLEMENT WEATHER CONSTRUCTION

1.14 AIR QUALITY WEATHER DELAYS FOR SMOKE

1.15 UTILITY OUTAGE REQUEST AND UTILITY CONNECTION REQUEST

1.16 WEEKLY COORDINATION MEETINGS

1.17 CONTRACTOR EMPLOYEES

1.18 ACCESS AGREEMENTS AND WORK AREAS

1.18.1 Access Agreements

1.18.2 Work Areas

1.18.3 Employee Access and Parking

1.18.4 Traffic Control Plan (TCP)

1.19 DECK ACCESS RESTRICTIONS

1.20 CONSTRUCTION PROJECT IDENTIFICATION SIGN

1.21 UTILITIES

1.21.1 Sanitary Facilities

1.21.2 Electrical Power

1.21.2.1 General

1.21.2.2 Temporary Electrical Wiring

1.21.3 Water

1.22 CONTRACTOR'S EQUIPMENT

1.22.1 Contractor's Planned Equipment Methods

1.22.2 Plant and Equipment List

1.22.3 Movement of Equipment by the Contractor

1.23 CONTRACTOR USE OF GOVERNMENT CRANES

1.24 FLOATING PLANT INSPECTION

1.25 EQUIPMENT CERTIFICATION AND INSPECTION

1.26 U.S. COAST GUARD NOTICE TO MARINERS

1.27 EXISTING PIPELINES, STRUCTURES, OR UTILITIES

1.28 NOTIFICATION OF DIVING OPERATIONS

SECTION 01 10 10.00 25 Page 1

1.29 CONTRACTOR SUPPLIED EQUIPMENT AND ACCOMMODATIONS

1.30 DAMAGED EQUIPMENT OR ABNORMAL CONDITIONS

1.31 USE OF EXPLOSIVES

1.32 DAILY CLEANUP AND DISPOSAL

1.33 DISPOSAL AND SALVAGE OF EQUIPMENT AND MISCELLANEOUS MATERIALS

1.34 PROTECTION OF MATERIAL AND WORK

1.35 PROTECTION OF EXISTING UTILITIES

1.36 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.37 RESTORATION OF PROJECT ROADS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 10 10.00 25 Page 2

SECTION 01 10 10.00 25

CONTRACTOR'S OPERATIONS AND REQUIREMENTS

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

This Section covers general requirements applicable to specific Contractor's operations and equipment.

1.2 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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

EP 310-1-6A (2006; 2019 Change 2) Project Operation -- Sign Standards Manual, VOL 1

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

AASHTO LRFD (9th Edition; 2020 with 2022 Interims) Bridge Design Specifications

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00 , SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Utility Outage Request

Utility Connection Request

Access Agreements and Work Areas ; G

Temporary Electrical Wiring Plan ; G

Contractor's Planned Equipment Methods ; G

Plant and Equipment List ; G

Loading Diagram ; G

Traffic Control Plan ; G

SECTION 01 10 10.00 25 Page 3

1.4 PERIOD OF PERFORMANCE

All on-site work and submitalls must be completed no later then 930 days after Notice To Proceed (NTP).

1.5 PRE-CONSTRUCTION CONFERENCE

A Pre-Construction Conference will be held once Contract award is made.

The Pre-Construction Conference will be scheduled by the Government. Key Contractor staff will be required to attend in person. Key personnel include, but are not limited to, Project Manager, Site Superintendent, Project Engineer, Quality Control Manager, and Site Safety Health Officer.

The purpose of the Pre-Construction Conference is to establish a mutual understanding of the respective organizations and to establish a team based understanding of the quality and safety expectations for the job.

The Government will develop the agenda.

1.6 IN-WATER WORK

1.6.1 In-Water Work (IWW) Periods

The Government has established interim construction date, described as "in-water work periods," coinciding with the annual cycles of fish migration and related allowed maintenance periods. In general, this is a work period that allows for work in the water, on the water, and adjacent to the water where the work might affect fish passage (usually a 50-foot rule from the work site to the water). Work done in the navigation channel does not affect fish passage. The IWW period established for this Contract is: December 1st through the end of February.

1.6.2 In-Water Work Activities

For purposes of this Contract, work items that must be restricted to the IWW period, along with further work restrictions, are described below:

a. All work involving movement of barges, waterborne vessels, or other floating plants.

b. All work in an active streambed. This includes work in the existing navigation channel that is below Ordinary High Water line. Work above the surface water elevation, and that does not touch the water or strembed below OHW, is excluded from the IWW restriction.

c. All work within 50ft of an adult salmon fishway and 100ft of an adult fishway entrance/exit. Non-routine work such as demolition, construction and paving activities within the specified vicinity of the nearby adult fishway is restricted to when it is dewatered in alternate years. For the adult fishway adjacent to the worksite, this includes DEC 2027 – FEB 2028 and DEC 2029 – FEB 2030. Further requests for more access time will be considered upon request at least 60 days in advance, but with no guarantees for Government approval.

1.7 WATER QUALITY CERTIFICATION

All work done below the Ordinary High Water line (OHW) within the navigation channel requires Water Quality Certification. Current water elevations can be found at https://www.nwd-wc.usace.army.mil/nwp/teacup/lcol/ .

SECTION 01 10 10.00 25 Page 4 https://www.nwd-wc.usace.army.mil/nwp/teacup/lcol

1.8 BARGE OPERATIONS AND TEMPORARY FACILITIES IN NAVIGATION CHANNEL

1.8.1 SUMMARY

Barging of materials and equipment into the abandoned navigation channel is allowed at contractor risk. The government no longer dredges nor maintains this channel, and will not do so for this project. The Government will not alter operations at the dam to allow for a higher tailrace elevation or change in flows. As allowed per this specification and permits, temporary facilities are allowed in the channel to support construction.

1.8.2 ABANDONED CHANNEL DEPTH

The Government performed a bathymetric survey in 2019 (see Attachment A8 as FIO), and this data can be used by contractors to determine their ability to barge-in materials based on river depth and draft of contractor vessels. Historic tailrace information can be found at the following publicly available websites. Tailrace elevations are shown in NGVD29 datum. Bathymetric elevations are shown in NAV88 datum. Elevation conversion is NAVD88 = NGVD29 + 3.34'.

https://www.nwd-wc.usace.army.mil/dd/common/dataquery/www/ https://waterdata.usgs.gov/monitoring-location/USGS-14128870/#dataTypeId=continuous -00065-0&period=P365D&showFieldMeasurements=true

1.8.3 NOTICE OF SEA LION TRAPS

Sea lion traps exist downstream of the bridge location and physically block access to the navigation channel. If the contractor chooses to bring in supplies, materials, or equipment via the navigation channel as a waterway to assist in the construction of the bridge, coordination with the Government is required before Contractor access is permitted to enter or exit the navigation channel upstream of the traps. Provide the COR a minimum of four-weeks notice before channel access is requested; the Government and Government-related entities will move the traps out of channel to allow for Contractor access. Access is limited to once per week during the IWWW for a four hour window. Further requests for more access time will be considered upon request, but with no guarantees for Government approval.

1.8.4 OIL BOOM OPERATION

Two existing oil booms exist in the navigation channel that create a Boat Restricted Zone (BRZ) for access upstream of the booms. The government will move the booms with 72 hours notice, and will provide Contractors a four hour window for vessel movement before placing the booms back into service. This operation is limited to once per week during the contract duration during IWWW. The Government will consider requests for additional boom operations, but will provide no guarantee as to the acceptance of such requests. More information and the permit to enter the BRZ can be found in Attachment A5.

1.9 FISH SALVAGE AFTER COFFERDAM INSTALLATION

a. If a Contractor proposes use of a cofferdam to assist in the construction of this project, the dewatered area must have fish removed when the area becomes isolated from the river. A cofferdam is

SECTION 01 10 10.00 25 Page 5 https://www.nwd-wc.usace.army.mil/dd/common/dataquery/www considered means and methods and is not a contract requirement. The Government will perform all direct fish handling activities; the Contractor is responsible for dewatering the space and providing the Government access to the area as it is dewatered. The water level needs to be lowered to between 1 and 2 foot of water depth in order to allow Government personnel to safely enter the area for fish salvage.

Notify the COR 72 hours prior to initiating dewatering of the area.

Fish salvage shall begin within 72 hours of this area becoming isolated from the river and be fully completed within 96 hours. This process will be repeated if the area is reconnected with the river, i.e., if the cofferdam is removed and reinstalled.

b. All dewatering activities must be done with methods to safely exclude fish entrainment in pump systems via Government approved methods. See National Marine Fisheries Service (NMFS) 2022. NOAA Fisheries West Coast Region Anadromous Salmonid Passage Design Manual, NMFS, WCR, Portland, Oregon for fish detailed screening requirements.

1.10 NOTICE OF SITE ACCESS RESTRICTIONS

The south entrance of Bonneville Dam has a height restriction of 14.5 feet. The north entrance has a weight restriction of 11 tons. Vehicle access is limited by turning radii on project access roads, connection to Interstate 84, and underneath the existing Union Pacific railroad bridge.

Contractors must perform due diligence in planning deliveries via I-84 and US-14 to ensure access is possible for their deliveries.

1.11 NOTICE OF HIGH VOLTAGE BPA POWERLINE

There exists a high voltage (carrying 115kV and 230kV lines) BPA transmission tower on Robins Island. It is advised to keep a minimum 50 foot buffer from the tower at all times in order to reduce risk of a flashover event. Refer to EM 385-1-1 for minimum clearing distances to energized overhead electric lines.

1.12 NOTICE OF COUNTER WEIGHT DISPOSAL

There exists a lead counter weight attached to the bridge to be demolished that will have to be properly disposed of.

1.13 INCLEMENT WEATHER CONSTRUCTION

The Contractor's schedule must reflect adverse weather days in all weather dependent activities as defined in Section 00 73 00, PHYSICAL DATA.

Protect work areas from inclement weather, wind damage, and precipitation so that no delay in the prosecution of critical work items, or damage to Government property occurs. No time extensions will be authorized for materials, work in place, or equipment damaged due to negligence during periods of inclement weather.

1.14 AIR QUALITY WEATHER DELAYS FOR SMOKE

If the Air Quality Index (AQI) is greater than 200 and the Contractor is performing outdoor work, a weather delay will be granted for a day. The AQI can be found at www.airnow.gov .

1.15 UTILITY OUTAGE REQUEST AND UTILITY CONNECTION REQUEST

a. Perform a utility locate prior to the start of excavation. Notify the

SECTION 01 10 10.00 25 Page 6 www.airnow.gov

CO at least two business days prior to starting excavation work.

Verify and mark all utilities not shown.

b. Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed but indicated in locations to be traversed by piping, ducts, and other work to be conducted or installed.

c. Schedule work to hold outages to a minimum.

d. Arrange utility outages and connections required during the prosecution of work that affect existing systems, at the convenience of the Government, and outside of regular working hours or on weekends. Contractor will not be entitled to additional payment for utility outages and connections required to be performed outside the regular work hours.

e. Requests for utility outages and connections must be made in writing to the CO at least 14 calendar days in advance of the time required.

Each request must include the system involved, location involved, utilities being affected, approximate duration of outage, and the nature of work involved.

f. During a water outage of more then four hours, provide a temporary water supply to keep all Government facilities operational.

1.16 WEEKLY COORDINATION MEETINGS

Run weekly coordination meetings with the Government. This meeting will be used to discuss Contractor's safety, Quality Control Program, joint risk management, submittals, deficiencies, Contract administration, schedule, actual progress in the last week, and work planned in the upcoming two weeks. Any work requiring Project support or potential impacts to Project operations or maintenance must be noted. The Contractor must provide a two week look ahead, with the previous week progress, 48 hours before each weekly meeting to the Government representative. The responsible party must prepare and distribute, by e-mail, the coordination meeting agenda with a two week look ahead no later than 24 hours before each meeting. A meeting time and place will be mutually agreed upon for the same time each week. Distribute weekly coordination meeting minutes no later than the close of business the next business day.

1.17 CONTRACTOR EMPLOYEES

All employees must be capable of demonstrating adequate knowledge of tools, supplies, equipment, and techniques necessary to competently perform the work. All personnel must be fully qualified in their respective fields to render the services necessary. The Government may require the Contractor to discontinue using any employee in the performance of the work specified in this Contract if the Government determines the performance to be unsatisfactory. Contractor employees will not be permitted to bring guests, family members, or non-employees to the job site at any time.

SECTION 01 10 10.00 25 Page 7

1.18 ACCESS AGREEMENTS AND WORK AREAS

1.18.1 Access Agreements

a. Submit access procedures to and from the work site after the Contractor, the CO, and the Project's Representative have coordinated and determined the most advantageous access to, and staging of, the Contractor's assets deployed to the work site.

b. The right-of-way for the work (or delivery site) and access thereto will be furnished as stated in this Paragraph subject to mutual agreement between the Contractor and the Government concerning the specific route the Contractor is to use. Such mutual agreement must be reached prior to initiation, construction, or delivery.

c. The existing access roadway and any associated access roads on the Project, must not be closed as a result of construction or delivery activities associated with this Contract unless previously coordinated and approved by the Government. Traffic delays will only be permitted in accordance with the provisions of this Section.

d. When necessary to operate on or to cross existing highways or roads, all necessary permits must be obtained from the appropriate private or public authority.

e. In accordance with FAR 52.236-13 Alt I, ACCIDENT PREVENTION - ALTERNATE I, and EM 385-1-1 , flaggers, signs, lights, and/or other safeguards must be provided to safely control and direct the flow of traffic when necessary for equipment to operate on or to cross access roads, arterial roads, or highways.

f. Spillage on Project roads and state or county roads will not be permitted, and the spillage must be immediately cleaned up at the expense of the Contractor.

g. No cleated or crawler-type equipment can be operated on paved surfaces.

h. Damage to all roads caused by the Contractor's operations must be repaired to pre-existing conditions at the expense of the Contractor.

i. Photograph the existing condition of all staging areas prior to mobilization and submit all photographs in the Access Agreements submittal. Failure to properly document existing conditions will result in a Government determination of necessary repairs.

1.18.2 Work Areas

a. Drawings showing the layout of the area proposed for use must be submitted for review and approval and comply with FAR 52.236-10 OPERATIONS AND STORAGE AREAS. The drawing(s) must show the location of the principal components: offices, access roads, parking, storage facilities and disposal areas, which the Contractor proposes to construct within the designated limits.

b. Only Contractor and subcontractor parts trailers and lunch trailers may be allowed in the Contractor work areas and these must be subject to CO and Project approval. All Contractor and subcontractor trailers are required to be adequately and physically anchored to prevent overturning due to high winds.

SECTION 01 10 10.00 25 Page 8

c. Should additional working space or lands within the Government right-of-way be required for material yards, job offices, or other purposes obtain prior Government approval in writing. When directed at any time during the progress of the work when space is needed within the right-of-way for other purposes, any part of the grounds that have been in use must be promptly vacated and cleaned up.

However, it is not the intent to require the Contractor's plant or material to be removed from an area while such plant, material, or area is still being actively used.

d. The Project staff will brief the Contractor on security procedures.

Any such procedures will not be the basis for claims for additional money or time. The Project areas off limits to Contractor personnel will also be designated.

e. Staging areas/work areas must be surrounded by temporary fencing in a manner that prevents non-contractor personnel from entering

1.18.3 Employee Access and Parking

Contractor's employee private vehicle parking areas must be restricted to the area as agreed upon before construction or delivery. All Contractor vehicles used for prosecuting the work must have a Contractor sign or other permanent identification and must carry the required insurance.

Private vehicles not owned by the Contractor must not be used for prosecuting the work. Private vehicles of the Contractor and its employees must enter and leave the project as directed. Keep the parking areas free of litter and debris. An adequate number and size of trash receptacles must be placed in the parking areas and emptied, as necessary to avoid overflowing. Trash receptacles must be adequately secured to provide protection from the wind and animals.

1.18.4 Traffic Control Plan (TCP)

Maintain uninterrupted, two lane, vehicle access across the navigation channel for the entirety of the project duration. Construct a bypass road before modifications are made to the original project road (Star Route).

Provide all necessary traffic controls. Two weeks 48 hours notice and Government approval of a Traffic Control Plan is required for any full or partial closure of the project road. The plan is to include means and methods of maintaining access across the navigation lock. Partial Closures are allowed overnight between 6pm and 6am during the construction season.

For partial closures, indicate flaggers at each end of single-lane traffic on the Traffic Control Plan (TCP) to control traffic flow. Limit full closures for girder placement operations to a maximum of 2 hours overnight between 6:00 p.m. and 5:00 a.m. Provide procedures in the TCP to hold emergency vehicle movement during girder setting operations. Include means and methods in the TCP for maintaining access across the navigation lock.

1.19 DECK ACCESS RESTRICTIONS

Do not block operational areas of the deck gantry crane at any time. With prior coordination and approval, the deck gantry crane may be blocked for a period no longer than four hours. One lane of traffic must be left open at all times.

SECTION 01 10 10.00 25 Page 9

1.20 CONSTRUCTION PROJECT IDENTIFICATION SIGN

Fabricate and install one construction project identification sign in accordance with EP 310-1-6A , Attachment A3, within three days of beginning site work.

1.21 UTILITIES

Provide utilities required for the performance of work under this Contract, except Government-furnished electrical power, and water as described below.

1.21.1 Sanitary Facilities

Use of the Project restroom by Contractor personnel will not be permitted. Provide portable, temporary sanitary facilities in accordance with EM 385-1-1 .

1.21.2 Electrical Power

1.21.2.1 General

Use of existing 120V and 480V electrical receptacles is allowed. Take special care not to overload receptacle circuits. Contractor must be responsible for all accessories, such as extension cords, adapters, and raceways for road crossings. Extension cords must not be allowed to cross crane rails.

1.21.2.2 Temporary Electrical Wiring

Submit a Temporary Electrical Wiring Plan for temporary electrical wiring. Install all temporary electrical wiring in accordance with EM 385-1-1 and as approved. All temporary electrical wiring must be removed prior to completion of the Contract. Include load calculations to ensure conduit capacity is not exceeded.

1.21.3 Water

Reasonable amounts of water for domestic use will be made available from existing outlets and supplies. No charge will be made for the water.

1.22 CONTRACTOR'S EQUIPMENT

1.22.1 Contractor's Planned Equipment Methods

Submit proposed methods of transportation and operation of cranes and other heavy equipment for approval prior to commencement of those operations. Submittals must include the type, size, loadings of equipment, placement of outriggers, and the proposed transportation routes and work areas to be used on the project. Operation of heavy equipment adjacent to existing structures must be avoided when possible. Testing requirements and operation of cranes and other heavy equipment must be in accordance with EM 385-1-1 . All cranes, rigging, lifts, operators, vehicles, and other necessary means to move equipment or items must be Contractor-furnished as required to pursue and complete the work and must comply with EM 385-1-1 .

SECTION 01 10 10.00 25 Page 10

1.22.2 Plant and Equipment List

Within seven days prior to commencing site operations, provide a complete list of all plant and equipment to be used on the job site, exclusive of shop equipment. Throughout the life of the Contract, submit an up-to-date plant and equipment list with each progress payment request. Include rented equipment as well as lease purchase or sale leaseback equipment on the lists. Initial list and the revised monthly lists must indicate dates equipment is assigned to or removed from the project; deadline dates for repairs and returned for use; dates of the most recent and planned inspections; and adequate identification or description of each item of equipment including manufacturer's name (abbreviated), model number, manufacturer's serial number, year of manufacture, and Contractor's assigned serial or record number.

1.22.3 Movement of Equipment by the Contractor

a. Unless otherwise noted, any vehicle crossing a project bridge is limited to AASHTO LRFD, HL-93 vehicle and load requirements. Submit a loading diagram for approval showing wheel loads, wheel spacing, and travel speed a minimum of 30 days prior to operating any equipment or vehicles whose loading conditions are in excess of a HL-93 vehicle.

Prior coordination and approval for such loads must be obtained before proceeding. No exclusion trucks, multi-axle specialized hauling vehicles (SHV) or mobile cranes will be allowed on a bridge deck without prior review and approval. At a minimum, the loading diagram must include but not be limited to the following information:

(1) A typical section and plan view of the bridge, the position of the wheel loads and wheel spacing of the truck or crane.

(2) The GVW of the vehicle and all axle weights.

(3) For cranes, the location and weight of axles before and after counter weights are installed, all outrigger loads, required crane boom length, weight and location of center of gravity.

This should also include the effects of guy lines, upper spreader and jib mast. If using a jib, show the length, weight, and location of the center of gravity.

b. Any SHV's authorized to drive on the bridge deck must have all lift axles lowered and fully engaged while the vehicle has any load. For cranes, all specialized boom trailers must be engaged until a final set up with the outriggers are made and approved.

1.23 CONTRACTOR USE OF GOVERNMENT CRANES

Use of Government cranes for any work or access is not allowed. Use Contractor-furnished equipment to facilitate installation or handling of items and equipment for this Contract.

1.24 FLOATING PLANT INSPECTION

Fill out NPP Form 159 (Rev) "Floating Plant Inspection Checklist" Attachment A6 for any floating plant intended to be utilized. Submit the completed NPP Form 159 (Rev) to the Government one working day prior to the joint equipment inspection. Notify the Government four calendar days prior to the joint equipment inspection. The joint equipment inspection will be held prior to beginning all work. A new inspection will not be

SECTION 01 10 10.00 25 Page 11 held at each new location unless major repairs are performed while transiting to a new location. A Government representative will accompany the designated person during normal daylight working hours to view the plant and equipment intended to be utilized on this project. Any units found to be unsafe or otherwise not in compliance with the Contract clauses, specifications, and EM 385-1-1 will be deadlined and their use prohibited until the unacceptable conditions have been corrected.

Mobilization payment will be delayed until the deficiencies have been corrected or replaced in an acceptable manner

1.25 EQUIPMENT CERTIFICATION AND INSPECTION

a. Equipment Certification

The equipment certification must state that the equipment has been tested by a competent person and found to be in safe operating condition and is in compliance with the Contract specifications and EM 385-1-1 . Designate a competent person to be responsible for the daily inspection of the plant, machinery, and equipment as called for in Section 19, of EM 385-1-1 to assure it is kept in safe operating condition. In addition, fill out NPP Form 159 (Rev) "Floating Plant Inspection Checklist" (Attachment A6) for any floating plant intended to be utilized. Submit both the completed NPP Form 159 (Rev) and Equipment Certification to the GQAR one working day prior to the required initial joint walk-through.

b. Joint Equipment Inspection

Notify the Government 96 hours prior to the joint equipment walk-through. The joint equipment walk-through will be held prior to beginning of the work. A Government representative will accompany the designated person during normal daylight working hours to view the plant and equipment intended to be utilized on this project. Any units found to be unsafe or otherwise not in compliance with the Contract clauses, specifications, and EM 385-1-1 will be deadlined and their use prohibited until the unacceptable conditions have been corrected.

Mobilization payment will be delayed until the deficiencies have been corrected or replaced in an acceptable manner. The Government may elect to perform a hull inspection of the vessel through the use of a remote operated vehicle (ROV) for the purpose of inspecting for invasive species. The ROV inspection is expected to take up to eight hours and will be done concurrently with the joint equipment inspection. A floating plant inspection may be required at the CO's discretion after returning from a break in work that involves work for others.

c. Daily Equipment Inspection

Designate a competent person to be responsible for the daily inspection, on each shift, to assure that the plant is kept in a safe operating condition. Keep record of these inspections on the plant and available for review by Government personnel.

d. Coast Guard Inspection

All equipment must meet all applicable U.S. Coast Guard regulations.

All self-propelled equipment is subject to U.S. Coast Guard Certification.

SECTION 01 10 10.00 25 Page 12

1.26 U.S. COAST GUARD NOTICE TO MARINERS

a. For each general area of operation, notify the U.S. Coast Guard at least 14 days prior to start of dredging and material placement operations. Provide weekly updates once work has begun. These weekly updates need to be provided before 1600 on each Monday during the life of the Contract. In addition, immediately notify the U.S. Coast Guard of updated and specific dredging dates, once the Government has issued them. These notifications must be certified and a copy attached to the Daily QC report. For work in California, correspondence must be directed to the 11th U.S. Coast Guard District; for work in the Portland District (LCR and MCR) correspondence must be to the 13th U.S. Coast Guard District:

13th Coast Guard District

(206) 220-7280 D13-SMB-D13-LNM@uscg.mil

b. The following information must be included in each notification:

(1) Project designation (USACE Contract number and Contract title), Contractor's address, and Contractor's day time phone number.

(2) Name and type of dredge plant used, including any assist vessels.

(3) Dredging location (reference the navigation project name and dredging area limits by river miles).

(4) Material placement site(s) (site reference number and location).

(5) Estimated beginning and ending dates of dredging and placement operations.

(6) Work schedule (days/hours).

(7) List VHF radio channels that the dredge will monitor.

(8) Point of Contact and 24 hour phone number.

(9) Terminology to be used:

(a) For Cautionary Areas: Mariners are urged to use extreme caution in the area.

(b) For dredging and placement operations: Mariners are urged to transit at their slowest safe speed to minimize wake and proceed with caution after passing arrangements have been made.

(c) Circumstances that warrant specific maritime precautions must be handled on a case-by case basis in coordination with the local U. S. Coast Guard representatives.

(d) The U.S. Coast Guard will subsequently disseminate information provided by the Contractor in this notification to the general maritime community through Local Notice to Mariners publications and marine band broadcasts.

SECTION 01 10 10.00 25 Page 13

1.27 EXISTING PIPELINES, STRUCTURES, OR UTILITIES

a. Attention is directed to the possible existence of pipelines or public utilities or private improvements, shown or not shown on the drawings, which may be buried within the limits of the work or adjacent thereto. Preserve and protect any such improvements from injury or damage during construction operations.

b. Coordinate with and if necessary assist the U.S. Coast Guard in moving navigation buoys within the defined work area. Obtain approval from U.S. Coast guard prior to moving any navigational aids.

Points of Contact:

Port Orford, Winchester Bay, and Depot Slough: Aids to Navigation Team-Coos Bay Officer in Charge, 541-888-3441

Baker Bay, Astoria Turning Basin, Longview Turning Basin, Port of Longview, Old Mouth Cowlitz, and W-60.9-IW Transfer Site: Astoria Aids to Navigation Team-Astoria Officer in Charge, 503-325-3301

c. Utilities or improvements, whether buried or not, which cannot be determined to exist through visual inspection, if inadvertently damaged, must be promptly repaired or replaced.

d. Assume full responsibility for reimbursing the owners for any damage to their properties, utilities, or improvements, or interference with their services caused through his operations. No relief will be granted from the responsibility set forth in Section 00 72 00, FAR 52.236-3, SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK, except as provided above.

e. Observe all obstructions depicted in project plan drawings as well as associated NOAA navigational charts.

1.28 NOTIFICATION OF DIVING OPERATIONS

Immediately notify the GQAR of any need to employ diving operations.

Conform to the latest version of Engineering Regulation NPPR 385-1-93, Diving Operation by Contract, and the required publications therein as determined by the Portland District Diving Coordinator (DDC). A copy of NPPR 385-1-93 will be provided and used as a reference to prepare the required diving plan and the associated attachments.

1.29 CONTRACTOR SUPPLIED EQUIPMENT AND ACCOMMODATIONS

a. Transportation: Furnish Government personnel transportation to and from the vessels and shore as needed. There will be one GQAR on-board at all times when working at all Contract work areas. Additional GQARs or other Government personnel may also occasionally require transportation to the dredge.

b. The pick-up locations for Government and quality assurance personnel must be a location mutually agreed upon by the COR and the Contractor and must provide a safe location for Government vehicles. Government personnel will be on board during construction operations as part of quality assurance oversight. Anticipate four round trips per day on average for Government personnel to each placement site.

SECTION 01 10 10.00 25 Page 14

c. VHF Radio: Provide a VHF radio and charger. Provide the GQAR with instructions, procedures, and operating manuals for the operation of the radio. The radio must be for the exclusive use of the GQARs on the vessel, and must be capable of receiving and transmitting on the same channels/frequencies that the crew uses.

d. Four Man Overboard Devices (MOB): Provide MOB's as prescribed in

Subpart 1.16 h. of Section 01 35 26.00 82 , GOVERNMENT SAFETY

REQUIREMENTS.

e. Offices: Furnish Government office space for the exclusive use of the

GQAR(s) on board the plant must be properly heated, ventilated and lighted and must have a desk or chart table, a chair, and four or more standard 120-volt electrical outlets. Provide a lockable storage area or locker on the plant for the exclusive use of the GQAR(s). Provide scanning, copying, and color printing (capable of up to 11x17) services, on board the plant. This equipment may be shared between the Contractor and Government personnel. Anticipate a total use of approximately 50 pages/week.

1.30 DAMAGED EQUIPMENT OR ABNORMAL CONDITIONS

Inform the CO immediately upon finding any damaged equipment or other abnormal conditions involving additional work in which the Contractor believes it has no responsibility. The failure or abnormality must not be disturbed until witnessed by the CO. Prior to proceeding further with work, the Contractor and the Government must agree in writing as to the responsibility for the damage or abnormality. Any damage or abnormal conditions not reported as specified above must also be corrected.

1.31 USE OF EXPLOSIVES

Use of explosives will not be permitted.

1.32 DAILY CLEANUP AND DISPOSAL

Keep all work areas reasonably neat on a daily basis. Collect, remove, and dispose of all debris resulting from the work, such as waste metalwork, packing cases, scrap lumber, and other debris off-site at least once per week. Do not use the Government's trash cans, dump boxes, and other containers. Do not dispose of liquid waste in Project drains. All costs of removing debris must be incidental to the work and therefore no separate payment will be made.

1.33 DISPOSAL AND SALVAGE OF EQUIPMENT AND MISCELLANEOUS MATERIALS

Title to all materials and equipment to be disposed of, excepting materials salvaged for the Government, will be vested in the Contractor when beginning disassembly work or when such materials and equipment are designated as scrap. The Government will not be responsible for the condition, loss, or damage to such property after title transfer. The Contractor may retain these items in usable form and take possession of them providing that there is no subsequent cost or inconvenience to the Government. The Government does not guarantee that these items are complete or in working order and the Contractor must assume responsibility for any damages caused by their use immediately upon taking possession of them.

SECTION 01 10 10.00 25 Page 15

1.34 PROTECTION OF MATERIAL AND WORK

All materials, supplies, tools, equipment and Government property (including all tools, equipment, and special devices supplied by the Contractor and to be turned over to the Government at the end of the Contract) must at all times be protected and preserved in an approved manner. If material, equipment, supplies, and work performed are not adequately protected, such property may be protected by the Government and the cost thereof will be charged to the Contractor or deducted from any payment due.

1.35 PROTECTION OF EXISTING UTILITIES

Protect existing utilities in accordance with FAR 52.236-9, PROTECTION OF

EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS.

Repairs must be made immediately and at Contractor's expense.

1.36 PROTECTION AND RESTORATION OF EXISTING FACILITIES

Protect all existing facilities whether or not shown on the drawings or referenced in the specifications. Leave all the existing facilities, not included as a portion of the work, in a condition equal to the original condition prior to the Contract upon completion of work. Costs for repair and restoration of any facilities must be considered to be incidental to the work and included in the Contract price.

1.37 RESTORATION OF PROJECT ROADS

Project roads used for construction access will be evaluated and must be restored to their original condition by the Contractor as required.

Repair and restoration must be made at the expense of the Contractor.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

-- End of Section --

SECTION 01 10 10.00 25 Page 16

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 45 00.25 25

CONSTRUCTION MANAGEMENT PLATFORM (CMP)

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 CMP SOFTWARE

1.4 CONSTRUCTION CONTRACT SYSTEM OF RECORD

1.4.1 System of Record Transition

1.4.2 Training

1.5 CONTRACT ADMINISTRATION

1.5.1 Correspondence And Electronic Communications

1.5.2 Other Factors

1.6 CMP CONTRACT DATABASE

1.6.1 Administration

1.6.1.1 Contractor Information

1.6.1.2 Subcontractor Information

1.6.1.3 Correspondence

1.6.1.4 Equipment

1.6.1.5 Data, Reports and Templates

1.6.2 Document Management

1.6.2.1 Building Information Modeling (BIM)

1.6.2.2 Correspondence

1.6.2.3 Design Review

1.6.2.4 File Manager

1.6.2.5 Media Manger

1.6.2.6 Meetings

1.6.2.7 Submittals

1.6.2.8 Requests for Information (RFIs)

1.6.2.9 Risk Register

1.6.2.10 Scheduling

1.6.2.11 Work Packages

1.6.3 Field Management

1.6.3.1 Forms

1.6.3.1.1 Accident Prevention Plan (APP)

1.6.3.1.2 Contractor Quality Control Plan (QCP)

1.6.3.1.3 Activity Hazard Analysis (AHA)

1.6.3.2 Closeout

1.6.3.3 Commissioning

1.6.3.4 Deficiencies

1.6.3.5 Definable Features of Work (DFOW)

1.6.3.6 Field Observations

1.6.3.7 Mishap Reporting

1.6.3.8 Inspections

1.6.3.9 Daily Reports

1.6.3.10 Three-Phase Quality Control

1.6.4 Cost Management

1.6.4.1 Contract Transfer - DD Form 1354

SECTION 01 45 00.25 25 Page 1

1.6.4.2 Issues And Potential Changes

1.6.4.3 Progress Payments

1.7 IMPLEMENTATION

1.8 NOTICE OF NONCOMPLIANCE

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 45 00.25 25 Page 2

SECTION 01 45 00.25 25

CONSTRUCTION MANAGEMENT PLATFORM (CMP)

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

Manage all project submittals in Construction Management Platform (CMP) and in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

1.3 CMP SOFTWARE

a. CMP is an IL-4 web-based application capable of handling Controlled Unclassified Information (CUI) and other sensitive Government data.

Do not enter, upload, transmit, or store information in CMP that exceeds the system authorization or applicable Contract security requirements.

b. To ensure secure access, obtain and maintain credentials required for CMP access. Authenticate using EAMS-A and EAMS-A MobileConnect.

c. CMP is authorized for deployment on mobile devices and is available on both iOS and Android platforms. Contractors are authorized to use the CMP mobile application for the entry, management, and maintenance of Contract data required by the Contract using the approved authentication method. Subject to project-specific authorization and guidance, CMP may be downloaded from the Apple App Store or Google Play Store and use it securely in accordance with the approved authentication method and applicable security requirements. Most applications are available on the CMP mobile application which includes offline capabilities when an internet connection is unavailable and automatic sync once reconnected.

d. CMP and the CMP Mobile Application minimum system requirements are available at the Kahua System Requirements website:

Kahua System Requirements:

https://kahua.mcoutput.com/preview/Content/2-Using-Kahua/System-Settings/ system-requirements.htm

e. Begin populating required Contract data within 7 calendar days of receipt of the Notice to Proceed or within 7 calendar days of receiving access to the Contract in CMP. CMP user guidance, access instructions, updates, and training information will be provided by

SECTION 01 45 00.25 25 Page 3 the Government. The common database will be updated each time a user saves an entry or change.

f. Notify the Contracting Officer (CO) of departing personnel immediately, not to exceed 72 hours after their departure for removal from CMP.

g. Log in to CMP at least every 35 days to maintain active user account.

1.4 CONSTRUCTION CONTRACT SYSTEM OF RECORD

The construction Contract system of record for this Contract is the system designated by the CO and administered by the administering District. The construction Contract system of record is either the Resident Management System (RMS) or CMP.

1.4.1 System of Record Transition

Refer to Section 01 45 00.15 25 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM) for the requirements associated with the Construction Contract system of record transition from RMS CM to CMP.

1.4.2 Training

Recorded and written CMP training will be available through the Construction Management Administration Application (CMA²) located at:

https://cm-usace.erdc.dren.mil/category/c0f6918b-0f46-48a8-a74f-d340e0c05bc6

1.5 CONTRACT ADMINISTRATION

a. The Government will use CMP to manage and administer this Contract.

The Government and the Contractor will have different access authorities (roles or permissions) to the same Contract database within CMP. The joint Government-Contractor use of CMP facilitates electronic exchange of information and overall management of the Contract.