Draft RFP Volume_3_Specs-BAR008TO1.pdf

DRAFT TASK ORDER

US Army Corps of Engineers Alaska District

BAR008TO1

(P2 No. 464169)

BARROW ALASKA COASTAL

EROSION – W911KB24F00XX

UTQIAGVIK, ALASKA

W911KB24R0009

BCOES2

11 August 2023

(INTENTIONALLY LEFT BLANK)

BCOES2 BARROW ALASKA COASTAL EROSION - W911KB24T00XX W911KB24R0009

UTQIAGVIK, ALASKA BAR008TO1

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 19 40.00 29 SPECIAL ITEMS (CIVIL WORKS)

01 20 00 PRICE AND PAYMENT PROCEDURES

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20.01 29 ENVIRONMENTAL PROTECTION

01 57 34.00 29 STORM WATER POLLUTION PREVENTION MEASURES

01 58 00 PROJECT IDENTIFICATION

01 78 00 CLOSEOUT SUBMITTALS

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 DEMOLITION

DI VI SI ON 31 - EARTHWORK

31 09 13.00 29 SURVEYS (CIVIL WORKS)

31 23 00.00 20 EXCAVATION AND FILL

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 31 19.00 29 ROCK REVETMENT FOR COASTAL PROTECTION

35 73 20.00 29 GEOTECHNICAL DATA REPORT BARROW ALASKA COASTAL EROSION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 19 40.00 29

SPECIAL ITEMS (CIVIL WORKS)

PART 1 GENERAL

1.1 SCOPE

1.2 REFERENCES

1.3 SUBMITTALS

1.4 PROTECTION OF EXISTING ITEMS, TO1

1.5 IDENTIFICATION OF EMPLOYEES AND VEHICLES

1.6 FIRE SAFETY

1.7 UTILITY LOCATES

1.8 DISPOSITION OF MATERIALS

1.8.1 Salvageable Material

1.9 WARRANTY OF CONSTRUCTION

1.9.1 Failures

1.10 CAMP FACILITIES

1.11 CONTRACTOR-FURNISHED VEHICLE

1.12 CONTRACTOR-FURNISHED UTILITY TASK VEHICLE (UTV)

1.13 CONTRACTOR FURNISHED BOAT TRANSPORTATION

1.14 RADIO COMMUNICATIONS

1.15 ACCOMMODATIONS FOR GOVERNMENT REPRESENTATIVES

1.16 TEMPORARY HEATING (AS REQUIRED)

1.17 PARTNERING

1.17.1 Formal Partnering

1.18 COORDINATION OF WORK

1.18.1 Preconstruction Conferences

1.18.1.1 Preconstruction Conference Minutes

1.18.1.2 Additional Preconstruction Conferences

1.18.1.3 Preconstruction Conference Submittals

1.18.2 Weekly Coordination Meetings

1.18.3 Weekly Schedule Review Meetings

1.18.4 Joint Schedule Baseline Review

1.19 EQUIPMENT

1.20 EXISTING STORM DRAIN OUTFALL EXTENSIONS, TO1

1.21 INCLUDED DOCUMENT

1.22 ATTACHMENT

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

ATTACHMENTS:

Attachment (1) Joint Risk Management Template

-- End of Section Table of Contents --

Section 01 19 40.00 29 Page 1

SECTION 01 19 40.00 29

SPECIAL ITEMS (CIVIL WORKS)

PART 1 GENERAL

1.1 SCOPE

Items included in this section cover special features and/or requirements which are not otherwise specified or indicated.

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 (2014) Safety -- Safety and Health Requirements Manual

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:

A Task Order number identifier has been added to the title of each submittal. This identifier has the form ", TO#" where # is replaced by a sequential numeral for each Task Order.

SD-01 Preconstruction Submittals

Plant and Equipment Schedule , TO1

Protection of Existing Items, TO1 ; G

Existing Storm Drain Outfall Extensions, TO1 ; G

SD-02 Shop Drawings

Temporary Heating Monitoring Plan, TO1 ; G

1.4 PROTECTION OF EXISTING ITEMS, TO1

This paragraph supplements Section 00 72 00 CONTRACT CLAUSES, 52.236-9

PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND

IMPROVEMENTS. Before beginning any work, inspect the site and examine the drawings and specifications to determine the extent of the work. Record existing conditions in the presence of the Government representative showing the condition of structures and other facilities within and adjacent to areas of project activity. Submit this information to the Contracting Officer no later than 60 calendar days after receipt of Notice To Proceed (NTP), and update as required by any changes to areas of

Section 01 19 40.00 29 Page 2 project activity during the extent of project work. Photographs with annotated comments/notes, or videos with audio descriptions, will be acceptable as a record of existing conditions. The Contractor must develop a means of positively identifying all cataloged locations. Where applicable, reference to the project stationing is recommended to aid in locating features. It is the Contractor's responsibility to protect existing features, including roads, utilities, paving, signs, stairs, piezometers, thermistors, monitoring wells, culverts and similar items not in the contract, which if damaged by the Contractor must be replaced in kind at no cost to the Government. See Section 01 57 20.01 29 ENVIRONMENTAL PROTECTION, paragraph PROTECTION OF EXISTING FEATURES, for additional requirements associated with this submittal.

1.5 IDENTIFICATION OF EMPLOYEES AND VEHICLES

Contractor and subcontractor personnel must wear identifying markings on hard hats or safety vests clearly identifying the company for whom the employee works. Vehicles driven on the project site by Contractor or subcontractor personnel, while in pay status, must include markings clearly identifying the company that owns the vehicle.

1.6 FIRE SAFETY

The Contractor must exercise appropriate job site safety for any welding or open flame work , in accordance with EM 385-1-1 .

1.7 UTILITY LOCATES

Prior to any work at the project site, the Contractor must locate all underground utilities. Contractor must utilize the 811 Alaska Clear Dig process and follow its instructions and procedures. The contractor must coordinate with the respective utility owners any activity requiring digging or work within close proximity to the identified utility lines.

Contractor must protect any utility lines found during construction in this contract. The suggested utility owners are: Barrow Utilities & Electric Cooperative, Inc. (BUECI: electric, water, sanitary sewer);

Arctic Slope Telephone Association (ASTA: phone and fiber).

Any utility outages required must be coordinated with the Contracting Officer.

1.8 DISPOSITION OF MATERIALS

Combustible and noncombustible waste material must be disposed of off-site.

No burning will be permitted.

1.8.1 Salvageable Material

Salvageable material, if not otherwise indicated, will become the property of the Contractor and must be removed from the project limits . The value of such salvage must be reflected in the contract price.

1.9 WARRANTY OF CONSTRUCTION

Construction warranty will be in accordance with FAR 52.246-21 Warranty of Construction of Section 00 72 00. A joint 4 month and 9 month warranty inspection will be conducted by the Contractor and the Contracting Officer. The timing of these inspections will be measured from the date of final acceptance of the work.

Section 01 19 40.00 29 Page 3

A. The Performance Bond must remain effective throughout the construction and warranty periods.

B. In the event sufficient funds are not available to cover the construction warranty work performed by the Government at the Contractor's expense, the Contracting Officer will have the right to recoup expenses from the bonding company.

C. Following oral or written notification of required construction warranty repair work, respond in a timely manner. Written verification will follow oral instructions. Failure to respond will be cause for the Contracting Officer to proceed against the Contractor.

1.9.1 Failures

Upon receipt of notice from the Government of failure of any part of warranted items during the warranty period, the affected part or parts must be promptly replaced. Such replacement must include furnishing and installing the necessary new part or parts, making all necessary repairs, restoring the affected item to the operating condition specified in this contract and making all such tests as are necessary to ensure that there are no remaining defects. Such tests must be performed in the presence of representatives of the Using Agency indicated below. Upon final acceptance of the work or transfer of responsibility to the Government for operation and maintenance of the items covered, whichever is earlier, the Contractor must be responsible to the Using Agency for the warranty provisions of this contract. A letter stating the applicable warranty provisions must be furnished to the Contracting Officer in duplicate, in the format and text shown in the sample letter included at the end of this section.

U.S. Army Engineer District, Alaska P.O. Box 6898

JBER, Alaska 99506-6898

1.10 CAMP FACILITIES

There are no Government owned camp facilities at the job site for the Contractor's use.

1.11 CONTRACTOR-FURNISHED VEHICLE

The Contractor must provide and maintain two four-wheel-drive , four-door, late model sport utility vehicle s (SUVs) with hatchbacks, at the job site, in good repair and approved by the Contracting Officer, for the use of the Government representatives regularly employed at the job site. The cost of providing the vehicle s and fuel, oil , insurance , maintenance and repairs will be borne by the Contractor and included in the contract price. The vehicle s must be in place by start of initial setup work at the job site and maintained through final cleanup , except that only one vehicle is required during periods of field work shutdown . During any vehicle-related down time, an equal substitute vehicle must be provided immediately.

1.12 CONTRACTOR-FURNISHED UTILITY TASK VEHICLE (UTV)

Provide a four-wheel-drive UTV, also known as a side-by-side, in good repair and approved by the Contracting Officer, for the use of the

Section 01 19 40.00 29 Page 4

Government representatives regularly employed at the job site. Equip vehicle with an enclosed hard cab, cab heater, windshield wipers/washer system and provide fuel, oil, maintenance, and repairs. Provide the vehicle by start of initial setup work at the job site and maintained through final cleanup. Immediately provide an equal substitute vehicle during any vehicle-related down time. The Government will reject vehicles that cannot operate on the beach within the Contruction Work Limits without getting stuck, or which are not capable of safely keeping up with traffic traveling at the posted speed limit on the local roadways.

1.13 CONTRACTOR FURNISHED BOAT TRANSPORTATION

The Contractor must provide access for Government personnel to inspect construction work in the water. This will require boat transportation by the Contractor as requested by the Government for up to ten (10), 2 hour inspections for as many as three (3) Government representatives. The cost of providing the boat and fuel, maintenance, and repairs will be borne by the Contractor and included in the contract price. This boat-based provision must be available by start of initial in-water rock placement and maintained through final cleanup.

1.14 RADIO COMMUNICATIONS

If such radios are used by the Contractor's personnel, provide and maintain a minimum of two two-way radios for the Contracting Officer's Representatives at the job site throughout the construction duration of on-site activities for communication with job personnel.

1.15 ACCOMMODATIONS FOR GOVERNMENT REPRESENTATIVES

The Contractor must furnish suitable separate living facilities near the job site to be used as quarters for the Government representatives regularly employed at the job site, and located separately from the Contractor's area. Quarters furnished must be equivalent in quality to the quarters furnished to the Contractor's supervisory personnel. The facilities must meet all prescribed safety, sanitation and health requirements. All costs will be borne by the Contractor and included in the contract price. The facilities will be subject to the approval of the Contracting Officer and must meet or exceed the following requirements:

A. One house , modular-type housing unit , or hotel rooms , with the following:

B. Single occupancy rooms for five people, each equipped with dresser, nightstand, full-size bed with clean linen, blankets and pillows; each room to have at least 160 square feet of area.

C. A kitchen equipped with a n oven and range (vented hood), garbage disposal, microwave oven, refrigerator with freezer, and cooking and eating utensils.

D. A utility room equipped with clothes washer and dryer.

E. A day room equipped with living room-type chairs (minimum of three) , couch, and an internet capable smart television with clear reception of available channels , including cable and internet at 10 MB DSL . If hotel rooms are provided, a public day room or lobby area, similarly equipped, is acceptable.

Section 01 19 40.00 29 Page 5

F. A private bathroom for each bedroom, with toilet, wash basin, and shower. The Contractor must supply consumables typical of a public restroom.

G. Daily maid and janitorial service; weekly linen service.

H. For a house or modular-type housing unit, provide wireless internet access supporting up to five (5) devices with 10 Mb/sec download speed. For hotel rooms, provide each room with wireless internet access with 10 Mb/sec download speed.

I. Living facilities must be provided with a permanent (i.e. not temporary) heating system adequate to maintain all spaces listed above at or above a minimum temperature of 68 degrees Fahrenheit .

The Contractor must furnish and install utilities, providing connections to service locations. Accommodations must be in place and connected by start of initial setup work at the job site and maintained through final cleanup. All costs will be borne by the Contractor and included in the contract price.

1.16 TEMPORARY HEATING (AS REQUIRED)

EM 385-1-1 , Section 09.D.02.c, requires "close surveillance" of temporary heating devices. The Contractor will interpret this to mean "continuous monitoring during operation of the temporary heater" to ensure the proper operation of the heater and that appropriate fire prevention/response measures are taken. Continuous monitoring may be accomplished by on-site personnel, or through the use of a wired, a wireless, or in the case of steam or hydronic heating systems where combustion is taking place external to the construction, an internal monitoring system located at the source of combustion. The Contractor must submit for approval, no later than August 1 of each year of construction, but a minimum of 30-calendary days prior to the anticipated need for temporary heating, a plan that will efficiently provide temporary heat to each facility or area of need.

Installation and operation of any temporary heating equipment will not be allowed until such approval has been obtained. The Temporary Heating Monitoring Plan, TO1 is restricted by, and must include, the following:

A. Number and location of each device used.

B. BTU output of each unit and heating medium.

C. Narrative description of how each unit is to be monitored and at what frequency.

D. Narrative description of what type and size of safety devices, and its location in each facility or area of need.

E. Name(s) and phone number(s) of the primary person(s) accomplishing the monitoring.

F. Name and phone number of a backup point of contact for each primary person. One person may be the backup for for more than one primary person.

G. The use of electrical heating devices will not be allowed.

H. When fuel combustion heaters are used in enclosed structures, carbon

Section 01 19 40.00 29 Page 6 monoxide (CO) must be continuously monitored.

I. Any temporary utilities required by the Contractor to support this effort will be provided by the Contractor and must be included in the contract price. No separate costs will be allowed.

1.17 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the North Slope Borough (NSB), and the Contractor and their Subcontractors. Key personnel from the Government design and construction team and subject matter experts, the NSB, and the Contractor and their major Subcontractors will participate in the partnering process. The partnership will draw on the strengths of each organization in an effort to achieve a project that includes joint risk management, is without any safety mishaps, conforms to the contract, and stays within budget and on schedule. "Attachment (1) Joint Risk Management Template" is a tool which may be used to assist in joint risk management.

The Contracting Officer will provide information on the partnering process and a list of key and optional personnel who should attend the initial partnering session.

1.17.1 Formal Partnering

The Contractor must host all partnering sessions. Host the initial partnering session within 60 calendar days of notice to proceed, but a minimum of 30 calendar days prior to the start of any work at the project site. The Contractor must identify the facility and the Facilitator a minimum of 35 calendar days prior to the initial partnering session and must provide an agenda within 10 calendar days of identifying the Facilitator. Provide and host the partnering sessions with key personnel of the project team, including Contractor personnel, NSB personnel, and Government personnel. Pay all costs associated with the partnering efforts including: the fee for the third-party independent Formal Partnering Facilitator for the initial partnering session; the fee, if any, for the Partnering Facilitator for follow-on partnering sessions;

costs for the meeting room; and costs for other incidental items. In exception, each participant bears their own costs for meals, lodging, and transportation associated with the Partnering sessions.

Before a partnering session, coordinate with the Facilitator all requirements for incidental items (such as audio-visual equipment, easels, flipchart paper, colored markers, note paper, pens/pencils, colored flash cards), and have these items available at the partnering session. Provide copies of documents for distribution to all attendees. Provide a Facilitator experienced in conducting partnering sessions, and who is acceptable to both the Government and the Contractor. A list of potential Partnering Facilitators is available from the Contracting Officer. Only the initial Partnering session requires the use of a third-party independent Formal Partnering Facilitator.

A. Schedule the Initial Partnering Session for a duration of one day minimum. Locate this session in Utqiagvik, off the project site, and at a location mutually agreeable to the Contracting Officer and the Contractor. The meeting room must be suitable to comfortably accomodate a minimum of 35 people. Provisions must be made to allow those not physically present to effectively participate virtually.

Section 01 19 40.00 29 Page 7

B. The Facilitator is responsible for:

1. Preparing daily agendas;

2. Leading the team in a timely manner;

3. Making sure that issues are identified and resolved;

4. Providing a Facilitator Report, summarizing the session activities, goals, issues, and action plans with responsible parties identified;

5. Producing a hierarchical Dispute Resolution Matrix, depicting (by name and title) the lead stakeholder representative at each level, and the amount of time allowed for resolution at that level. If determined to be necessary, create separate dispute resolution matrices for internal and external disputes, technical or fiscal/time issues, etc. - initial partnering session only;

6. Produce a Project Charter, summarizing the common goals and objectives of the stakeholders. The Project Charter does not have to be extensive; one page charters are not uncommon - initial partnering session only.

C. Schedule follow-on Partnering Session(s) for a maximum of 4 hours.

Schedule them at no more than three to six month intervals.

Participants are encouraged to utilize electronic means to expedite meetings. Meetings may be held at a location at the project site, or in a nearby facility. Follow-on meetings may be held concurrently with other scheduled meetings. Attendees need only be those required to resolve current issues. Recommend using the same Facilitator from the Initial Partnering session to achieve best results and for continuity. Provisions must be made to allow those not physically present to effectively participate virtually.

1.18 COORDINATION OF WORK

1.18.1 Preconstruction Conferences

The Contracting Officer will conduct Preconstruction Conferences for this project in accordance with SECTION 00 72 00 CONTRACT CLAUSE 52.236-26 PRECONSTRUCTION CONFERENCE. The initial Preconstruction Conference will be 20 calendar days after receipt of NTP. The Contracting Officer will notify the Contractor of time, place, and agenda. The Contracting Officer will discuss contract "ground rules" and general issues including:

A. Lines of Contracting Officer authority B. Lines of Contractor authority

C. 00 72 00 CONTRACT CLAUSES

D. 00 73 00.00 29 SPECIAL CONTRACT REQUIREMENTS

E. Contract Administration F. Progress Payments G. Correspondence Procedures H. Project Schedule I. Submittal Register J. Labor requirements K. General Site Safety

Section 01 19 40.00 29 Page 8

1.18.1.1 Preconstruction Conference Minutes

The Contracting Officer will take detailed minutes of the Preconstruction Conference discussions and may use an audio or video tape. Copies of typed minutes will be provided to the Contractor to review for accuracy, sign and return. Signed minutes become part of the contract file. Audio or video tapes if used will be made available for Contractor to review or copy at the Area Office.

1.18.1.2 Additional Preconstruction Conferences

Following the initial preconstruction conference the Government, in coordination with the Contractor, will schedule additional preconstruction conferences. The Contractor must notify key subcontractors and suppliers to attend. Reference Section 01 35 26 paragraph Preconstruction Conferences for additional information regarding required participation.

Topics of the follow-up conferences will include:

A. Preconstruction submittals pertinent to the upcoming construction season. See paragraph below for a partial list of preconstruction submittals which will be discussed.

B. Review of items from initial preconstruction conference.

1.18.1.3 Preconstruction Conference Submittals

The Contracting Officer reviews submitted plans to prepare the Preconstruction Conference agenda and understand the Contractor's procedures. Submit the following, as indicated in their respective sections:

A. Preliminary Project Schedule - See SECTION 01 32 01.00 10 PROJECT

SCHEDULE

B. Accident Prevention Plan - See SECTION 01 35 26 GOVERNMENTAL SAFETY

REQUIREMENTS

C. Contractor Quality Control (CQC) Plan - See SECTION 01 45 00.00 10

QUALITY CONTROL

D. Construction Site Plan - See SECTION 01 50 00 TEMPORARY CONSTRUCTION

FACILITIES AND CONTROLS

E. Project Traffic Control Plan - See SECTION 01 50 00 TEMPORARY

CONSTRUCTION FACILITIES AND CONTROLS

F. Environmental Protection Plan - See SECTION 01 57 20.01 29

ENVIRONMENTAL PROTECTION

1.18.2 Weekly Coordination Meetings

The Contractor must conduct weekly coordination meetings with the Contracting Officer and other Government representatives, as applicable.

The Contractor will schedule the meetings at a time that is agreeable by the Contracting Officer. The Contractor will be responsible for preparing the agenda in coordination with the Contracting Officer or his Representative, distributing the agenda, conducting the meeting, preparing the meeting minutes, distributing the minutes, and tracking action items.

The Contractor's Superintendent, Project Manager, Security Manager and CQC System Manager must attend each meeting. Typical topics will consist of, but not limited to, the following: review of the previous week's activities and progress; forecast of the following two week's activities and progress; upcoming utility outages or traffic closures; status of shop drawing submittals and reviews; status of outstanding Requests-For-Information (RFIs); status of pending modifications;

Section 01 19 40.00 29 Page 9 anticipated modifications; proposed schedule changes; safety incidents and changes to site hazards and/or plans; other concerns/and or issues.

Weekly meetings will be hosted on a video conference platform such as WebEx, GoTo Meetings, etc.

1.18.3 Weekly Schedule Review Meetings

The Contractor's Project Manager must lead weekly Look-Ahead Meetings to coordinate work with the Contracting Officer or his Representative and all other stakeholders. The Contractor will schedule the meeting at a time and location that is agreeable by the Contracting Officer. The Contractor will present a 3-week look ahead schedule that is generated from the approved and updated Initial Schedule. The Contractor must use Primavera P6 to present the 3-week look ahead schedule. The Contractor must group, sort, or arrange the updated Initial Schedule to clearly reflect all activities that are scheduled for 3 weeks out from the date of the weekly coordination meeting. The Contractor will prepare supplemental schedules, handouts, charts, etc. that may assist in communicating the next 3 weeks of activities. All construction activities, critical milestones, utility outages, and traffic closures must be reflected in the schedule.

The schedule must be up to date regardless of when the last "monthly update" occurred. The Contractor will be responsible for preparing the agenda in coordination with the Contracting Officer or his Representative, distributing the agenda, conducting the meeting, preparing the meeting minutes, distributing the minutes, and tracking action items. The Contractor's Superintendent and CQC System Manager must attend each meeting. The Contractor must distribute the 3-week Look-Ahead Schedule, in both native and .pdf format, along with a meeting agenda by COB of the day prior to the meeting. If deemed necessary by the Contracting Officer, the Contractor may be required to group, sort, arrange, clarify, or improve the level of detail within the schedule in a way that better meets the coordination needs of the group. At a minimum, the following items must be discussed and coordinated at the meeting in addition to or in conjunction with the 3-week Look-Ahead Schedule:

A. Temporary Traffic Closures: Discuss status of Temporary Closure Traffic Plan submittal and any related coordination items.

B. Utility Outages: Discuss proposed utility outages and potential future outages.

C. Submittals: Discuss status of critical submittals (provide a list of submittals currently under review). Prioritize submittals , and identify potential impacts to project schedule due to the length of the Government's review. Provide a list of upcoming submittals to be submitted within the next 2 weeks and provide visibility on long lead time items and submittals.

D. RFIs: Discuss status of critical RFIs.

E. Modifications: Discuss award status of modifications and potential modifications.

F. Coordination with Other Contractors: Discuss any current/potential issues, potential coordination, and anticipated or perceived impacts.

G. Delays or impacts to the critical path and their corrective

Section 01 19 40.00 29 Page 10 actions.

The Contractor must have all appropriate personnel and subcontractor representatives participate in weekly look-ahead meetings to fully discuss the work tasks within the current three-week window of discussion.

1.18.4 Joint Schedule Baseline Review

A Joint Schedule Baseline Review (JSBR) Conference will be held on site at a mutually agreeable time within 15 days of the initial schedule submittal. The purpose of the conference is to jointly assess schedule risk, operational/coordination concerns, and reasonableness, as well as to identify methods to mitigate risk and obtain stakeholder visibility and buy-in. The Contractor's Superintendent, scheduler, and key subcontractor personnel will orient the Government team to the project concept and discuss schedule specifics. A live version of the schedule will be used by the project scheduler during the review. The JSBR must be held prior to obtaining approval of the initial construction schedule.

1.19 EQUIPMENT

The following Plant and Equipment Schedule , TO1 must be completed by the Contractor and submitted within 60 calendar days of receipt of Notice-to-Proceed. The Contractor must keep equipment on the job sufficient to meet the requirements of the work. The equipment must be in satisfactory operating condition and capable of safely and efficiently performing the work as set forth in the specifications and will be subject to inspection by the Contracting Officer at all times. The equipment used must be of a design and have characteristics similar to equipment which has been used successfully for a minimum of 3 years under similar conditions. It will be the responsibility of the Contractor to prove this equipment has sufficient capacity to accomplish the work in a timely manner without damaging existing facilities.

A. Number: For equipment give identifying number or name.

B. Type: Under this heading give general description. Sufficient detailed information must be furnished to properly delineate the proposed equipment and operation.

C. Capacity: Under this heading, state the estimated capacity of the plant and equipment in square yards, cubic yards , tons per day , or other applicable units when working materials similar to those anticipated in the work. No reduction in the stated capacity of the plant and equipment employed on the work will be made except by written permission of the Contracting Officer. The measure of the "capacity of the plant and equipment" will be its actual performance on the work.

PLANT AND EQUIPMENT SCHEDULE

Number Type Capacity Manufacturer Age & Condition Location Value

Note: In preparing the above tabulation, the Contractor must insert the necessary information under the appropriate heading, using a separate line or lines for each major item and additional pages if necessary.

1.20 EXISTING STORM DRAIN OUTFALL EXTENSIONS, TO1

The Contractor must submit a storm drain outfall extension plan

Section 01 19 40.00 29 Page 11 identifying the salient features of the existing storm drain outfalls along the low bluff revetment footprint. Plan must provide details of how the existing outfalls will be extended, include splicing details, to the point of transition between the revetment's B Rock and Armor Rock layers and how soil and rock placement will be coordinated to accomodate and protect the existing and new storm drain outfall piping. See photos 21 and 22 on Sheet G-903 where two such HDPE storm drain outfalls are shown.

For bidding purposes, assume that a total of five (5) storm drain outfalls exist and that they each must be extended nominally 40 feet . Plan must be approved a minimum of 15 calendar days prior to the start of Low Bluff revetment construction.

1.21 INCLUDED DOCUMENT

(Warranty Provisions) Sample Letter

1.22 ATTACHMENT

Attachment (1) Joint Risk Management Template

Attachment (2) Approved Products List - Computer Monitors

Attachment (3) Approved Products List - Network Printers and MFDs

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

Section 01 19 40.00 29 Page 12

S A M P L E L E T T E R

Contracting Officer Date__________________ Address (as stated in Notice of Award)

SUBJECT: Warranty Provisions, Contract

GENTLEMEN:

This is to acknowledge our responsibility in connection with the warranty provisions of this contract as set forth in the contract specifications.

The following items, equipment or systems furnished or installed under this contract are hereby warranted against defective design, material and workmanship for a period as indicated:

Warranted Item, Identification Warranty Expires at Equipment or System Serial Number, Etc. 11:59 PM Std. Time

Upon receipt of notice from the Government of failure of any part or parts of the warranted item, equipment, or system during the warranty period, the affected part or parts will be replaced promptly with new parts. Such replacement will include furnishing and installing the new part or parts, making all necessary repairs, restoring the item, equipment, or system to the operating condition specified in this contract and making all such tests as are necessary to ensure that there are no remaining defects. Such tests will be performed in the presence of the Representative of the Using Agency indicated below.

We are responsible to ______________________________________ for the warranty provisions of this contract. Correspondence regarding the failure of any of the preceding items, equipment or systems covered by the warranty provisions of this contract should be addressed to:

___________________________________ Telephone Number:

Very truly yours, Signed: ________________________________________ Title: _________________________________________ Organization: __________________________________

Section 01 19 40.00 29 Page 13

Joint Risk Register Template

Risk No. Area / Option Risk Status Risk Statement Potential Impacts Mitigation Measures Likelihood* Cost Impact* Cost Risk Level* Schedule Impact* Schedule Risk

Level* Action Owner(s) Affected Component Expected Trend

Template‐1 Base Open Overtopping of Coffer Cells Existing cells are designed for a 50 year event. There is a concern that the cells could be overtopped which would cause flooding of work area. Equipment that could not be removed prior to overtoping could be serverely damaged from water.

Evacuation Plan to remove as much equipment as possible prior to overtopping. X, Y, and Z equipment may have to remain inside the cofferdam. Coordination with river authority to predict crest level to know if removal of equipment is required or if it can be left inside the cofferdam.

Unlikely Critical Moderate Critical Moderate JOINT Cost & Schedule Decreasing Risk

Template‐2 Phase 1 Open Approval of submittals for long lead equipment and materials

Submittals for X, Y, Z require review from multiple SMEs not located at the project site. Submitted schedule indicates 14 day review period vs. contract requirement for 30 days.

Concern that there will be significant schedule impacts if Contractor does not receive A/B/C codes on first submittal.

Contractor to schedule and faciliate a virtual pre‐submittal review meeting between appropriate parties.

Likely Negligible Low Significant High Contractor Field Staff Schedule Increasing Risk

Template‐3 Phase 2 Open Testing and Balancing, and Commissioning require successful delivery of GFCI equipment by XX date

Contractor schedule will slip day‐for‐day if X, Y, Z equipment is not delivered to the site by XX date.

Government PM will work with stakeholder to expedite selection of X and Y equipment, and obtain commitment that Z equipment arrives NLT 5 business days later.

Contractor will present detailed crew flows in next schedule submission in case Government will received phased delivery of X equipment.

Unlikely Marginal Low Significant Moderate USACE District Cost & Schedule Stable

Project ScheduleProject Cost

BCOES2 BARROW ALASKA COASTAL EROSION - W911KB24F00XX

UTQIAGVIK, ALASKA

W911KB24R0009

Section 01 19 40.00 29 Attachment (1) Page 1 of 1

(INTENTIONALLY LEFT BLANK)

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 CONTRACT COST BREAKDOWN

1.2 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.2.1 Final Invoice

1.3 BASE ITEMS

1.3.1 Single Job Payment Items

1.3.1.1 Base Item 0001: Mobilization and Demobilization, complete

1.3.1.1.1 Payment

1.3.1.1.2 Unit of Measure

1.3.1.2 Base Item 0009: Low Bluff Site Prep., Excavation, and

Road Work, complete.

1.3.1.2.1 Payment

1.3.1.2.2 Unit of Measure

1.3.1.3 Base Item 0012: Full-time, Independent Surveyor Crew, Under Guidance of a Licensed Surveyor, complete.

1.3.1.3.1 Payment

1.3.1.3.2 Unit of Measure

1.3.2 Unit Price Payment Items

1.3.2.1 Base Item 0002: Construct Low Bluff Revetment Armor Rock, complete.

1.3.2.1.1 Payment

1.3.2.1.2 Measurement

1.3.2.1.3 Unit of Measure

1.3.2.2 Base Item 0003: Construct Low Bluff Revetment B Rock, complete.

1.3.2.2.1 Payment

1.3.2.2.2 Measurement

1.3.2.2.3 Unit of Measure

1.3.2.3 Base Item 0004: Construct Low Bluff Revetment Core Rock, complete.

1.3.2.3.1 Payment

1.3.2.3.2 Measurement

1.3.2.3.3 Unit of Measure

1.3.2.4 Base Item 0005: Construct Low Bluff Revetment Filter

Rock, complete.

1.3.2.4.1 Payment

1.3.2.4.2 Measurement

1.3.2.4.3 Unit of Measure

1.3.2.5 Base Item 0006: Construct Low Bluff Revetment Common

Fill, complete.

1.3.2.5.1 Payment

1.3.2.5.2 Measurement

1.3.2.5.3 Unit of Measure

1.3.2.6 Base Item 0007: Salvage 1988 Linked Concrete Mattress

Blocks, complete.

Section 01 20 00 Page 1

1.3.2.6.1 Payment

1.3.2.6.2 Unit of Measure

1.3.2.7 Base Item 0008: Salvage Launch Ramp Linked Concrete

Mattress Blocks, complete.

1.3.2.7.1 Payment

1.3.2.7.2 Unit of Measure

1.3.2.8 Base Item 0010: Low Bluff Preconstruction Survey, complete.

1.3.2.8.1 Payment

1.3.2.8.2 Unit of Measure

1.3.2.9 Base Item 0011: Low Bluff Post-Construction Survey, complete.

1.3.2.9.1 Payment

1.3.2.9.2 Unit of Measure

1.4 OPTIONAL ITEMS

1.4.1 Single Job Payment Items

1.4.1.1 Optional Item 0013: Mobilization and Demobilization for

Optional Work, complete

1.4.1.1.1 Payment

1.4.1.1.2 Unit of Measure

1.4.1.2 Optional Item 0019: High Bluff Site Prep., and

Excavation, complete.

1.4.1.2.1 Payment

1.4.1.2.2 Unit of Measure

1.4.1.3 Optional Item 0022: Full-time, Independent Surveyor Crew, Under Guidance of a Licensed Surveyor, complete.

1.4.1.3.1 Payment

1.4.1.3.2 Unit of Measure

1.4.2 Unit Price Payment Items

1.4.2.1 Optional Item 0014: Construct High Bluff Revetment Armor

Rock, complete.

1.4.2.1.1 Payment

1.4.2.1.2 Measurement

1.4.2.1.3 Unit of Measure

1.4.2.2 Optional Item 0015: Construct High Bluff Revetment B

Rock, complete.

1.4.2.2.1 Payment

1.4.2.2.2 Measurement

1.4.2.2.3 Unit of Measure

1.4.2.3 Optional Item 0016: Construct High Bluff Revetment Core

Rock, complete.

1.4.2.3.1 Payment

1.4.2.3.2 Measurement

1.4.2.3.3 Unit of Measure

1.4.2.4 Optional Item 0017: Construct High Bluff Revetment Filter

Rock, complete.

1.4.2.4.1 Payment

1.4.2.4.2 Measurement

1.4.2.4.3 Unit of Measure

1.4.2.5 Optional Item 0018: Construct High Bluff Revetment Common

Fill, complete.

1.4.2.5.1 Payment

1.4.2.5.2 Measurement

1.4.2.5.3 Unit of Measure

1.4.2.6 Optional Item 0020: High Bluff Preconstruction Survey, complete.

1.4.2.6.1 Payment

1.4.2.6.2 Unit of Measure

1.4.2.7 Optional Item 0021: High Bluff Post-Construction Survey, Section 01 20 00 Page 2 complete.

1.4.2.7.1 Payment

1.4.2.7.2 Unit of Measure

1.4.2.8 Optional Item 0023: Human Remains Discovery Standby, complete.

1.4.2.8.1 Payment

1.4.2.8.2 Unit of Measure

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

Section 01 20 00 Page 3

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 CONTRACT COST BREAKDOWN

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

1.2 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.2.1 Final Invoice

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

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

1.3 BASE ITEMS

Schedule 1 includes Contract Line Item Numbers ( CLINs ) 0001 through 001 2 which will be awarded together.

1.3.1 Single Job Payment Items

Payment items for the work of this Contract for which Contract job payments will be made are listed in the PROPOSAL SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

Section 01 20 00 Page 4

1.3.1.1 Base Item 0001: Mobilization and Demobilization, complete

1.3.1.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Section 00 72 00 CONTRACT CLAUSES, 252.236-7004 PAYMENT FOR MOBILIZATION AND DEMOBILIZATION.

1.3.1.1.2 Unit of Measure

Unit of measure: JOB.

1.3.1.2 Base Item 000 9: Low Bluff Site Prep., Excavation, and Road Work, complete.

1.3.1.2.1 Payment

Payment will be made for costs associated with operations necessary for:

a. Removal and salvage or disposal of miscellaneous man-made items along the Low Bluff Revetment alignment. Items include: removal and disposal of remains of damaged Hesco Concertainer Baskets and associated rigid board insulation from approximately station (STA) 101+05 to STA 103+50, see Exhibit sheets X-801 through X-804, undamaged Hesco baskets do not require removal except as otherwise required for revetment construction; removal and salvage of Flexible Intermediate Bulk Containers (FIBCs), see sheet G-701 and Section 02 41 00 DEMOLITION, the Goverment estimates approximatly 4,200 one to two cubic yard FIBCS are in place and that 20% of these may be salvaged without removing their contents; removal and disposal of non-reusable FIBC bags; and removal and disposal of any and all other man-made items visible on the surface, or exposed by the Contractor's actions, along the Low Bluff revetment alignment.

b. Excavation of existing soils along the toe of the Low Bluff alignment as required for revetment construction shown. The Government estimates the excavation quantity to be approximately 26,000 cubic yards . Excavated material that is excess to the project's needs must be side-cast into the nearshore/ocean swash zone.

c. Raise Stevenson Street between approximately STA 1000+00 and STA 1003+32 and tie in adjacent driveway as shown. The Government estimates the total quantity of in-place Roadway Embankment Fill and Roadway Surface Material to be approximately 900 cubic yards and 250 cubic yards, respectively.

d. Extend existing storm drain outfalls along Low Bluff revetment footprint. Reference Section 01 19 40.00 29 SPECIAL ITEMS (CIVIL WORKS), paragraph titled "EXISTING STORM DRAIN OUTFALL EXTENSIONS" for definitization of the required work.

1.3.1.2.2 Unit of Measure

Unit of measure: JOB.

Section 01 20 00 Page 5

1.3.1.3 Base Item 001 2: Full-time, Independent Surveyor Crew, Under Guidance of a Licensed Surveyor, complete.

1.3.1.3.1 Payment

Payment will be made for costs associated with housing, transportation, and labor required to maintain a survey crew on site at all times to survey the progress of each layer of material during Low Bluff revetment construction. Costs for the processing of the resulting data and producing and submitting interim condition surveys are also included.

1.3.1.3.2 Unit of Measure

Unit of measure: JOB.

1.3.2 Unit Price Payment Items

Payment items for the work of this Contract on which the Contract unit price payments will be made are listed in the PROPOSAL SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.3.2.1 Base Item 0002: Construct Low Bluff Revetment Armor Rock, complete.

1.3.2.1.1 Payment

Payment will be made to produce, transport, and place Armor Rock on the Low Bluff revetment to the design tolerance specificied in Section 35 31 19.00 29 ROCK REVETMENT FOR COASTAL PROTECTION and the drawings.

Payment for this CLIN will also be made to produce, transport, and place B Rock on the Low Bluff revetment as required to satisfy Rock Placement Notes 1. and 2. on Sheet C-302. The quantity of B Rock required to meet the requirements specified in these notes, for the Low Bluff revetment, is approximately 400 cubic yards . This quantity is not included in the quantity of B Rock indicated for CLIN 0003. This work includes rock quality testing, gradation testing, and all other incidentals associated with these features of work in accordance with Section 35 31 19.00 29 ROCK REVETMENT FOR COASTAL PROTECTION and the drawings. Deviation in the actual quantity, either above or below the estimated quantities shown, must not be made a basis for a claim for adjustment in the contract unit price, except as otherwise specified in Section 00 72 00 Contract Clause FAR 52.211-18 Variation in Estimated Quantity .

1.3.2.1.2 Measurement

Measurement by the cubic yard (CY) must be computed by comparing surveys and calculating net volume of material placed as specified in Section

31 09 13.00 29 SURVEYS (CIVIL WORKS).

1.3.2.1.3 Unit of Measure

Unit of measure: cubic yard .

Section 01 20 00 Page 6

1.3.2.2 Base Item 0003: Construct Low Bluff Revetment B Rock, complete.

1.3.2.2.1 Payment

Payment will be made to produce, transport, and place B Rock on the Low Bluff revetment to the design tolerance specificied in Section 35 31 19.00 29 ROCK REVETMENT FOR COASTAL PROTECTION and the drawings.

This includes rock quality testing, gradation testing, and all other incidentals associated with these features of work in accordance with Section 35 31 19.00 29 ROCK REVETMENT FOR COASTAL PROTECTION and the drawings. Deviation in the actual quantity, either above or below the estimated quantities shown, must not be made a basis for a claim for adjustment in the contract unit price, except as otherwise specified in Section 00 72 00 Contract Clause FAR 52.211-18 Variation in Estimated Quantity .

1.3.2.2.2 Measurement

Measurement by the cubic yard (CY) must be computed by comparing surveys and calculating net volume of material places as specified in Section

31 09 13.00 29 SURVEYS (CIVIL WORKS).

1.3.2.2.3 Unit of Measure

Unit of measure: cubic yard .

1.3.2.3 Base Item 0004: Construct Low Bluff Revetment Core Rock, complete.

1.3.2.3.1 Payment

Payment will be made to produce, transport, and place Core Rock on the Low Bluff revetment to the design tolerance specificied in Section 35 31 19.00 29 ROCK REVETMENT FOR COASTAL PROTECTION and the drawings.

This includes rock quality testing, gradation testing, and all other incidentaals associated with these features of work in accordance with Section 35 31 19.00 29 ROCK REVETMENT FOR COASTAL PROTECTION and the drawings. Deviation in the actual quantity, either above or below the estimated quantities shown, must not be made a basis for a claim for adjustment in the contract unit price, except as otherwise specified in Section 00 72 00 Contract Clause FAR 52.211-18 Variation in Estimated Quantity .

1.3.2.3.2 Measurement

Measurement by the cubic yard (CY) must be computed by comparing surveys and calculating net volume of material places as specified in Section

31 09 13.00 29 SURVEYS (CIVIL WORKS).

1.3.2.3.3 Unit of Measure

Unit of measure: cubic yard .

1.3.2.4 Base Item 0005: Construct Low Bluff Revetment Filter Rock, complete.

1.3.2.4.1 Payment

Payment will be made to produce, transport, and place Filter Rock on the Low Bluff revetment to the design tolerance specificied in Section

Section 01 20 00 Page 7

35 31 19.00 29 ROCK REVETMENT FOR COASTAL PROTECTION and the drawings.

This includes rock quality testing, gradation testing, and all other incidentaals associated with these features of work in accordance with Section 35 31 19.00 29 ROCK REVETMENT FOR COASTAL PROTECTION and the drawings. Deviation in the actual quantity, either above or below the estimated quantities shown, must not be made a basis for a claim for adjustment in the contract unit price, except as otherwise specified in Section 00 72 00 Contract Clause FAR 52.211-18 Variation in Estimated Quantity .

1.3.2.4.2 Measurement

Measurement by the cubic yard (CY) must be computed by comparing surveys and calculating net volume of material places as specified in Section

31 09 13.00 29 SURVEYS (CIVIL WORKS).

1.3.2.4.3 Unit of Measure

Unit of measure: cubic yard .

1.3.2.5 Base Item 0006: Construct Low Bluff Revetment Common Fill, complete.

1.3.2.5.1 Payment

Payment will be made to place Common Fill to prepare the existing bluff for the Low Bluff revetment to the design tolerance specificied in Section 31 23 00.00 20 EXCAVATION AND FILL and the drawings. This includes assuring common fill meets satisfactory material requirements in accordance with Section 31 23 00.00 20 EXCAVATION AND FILL and the drawings. Deviation in the actual quantity, either above or below the estimated quantities shown, must not be made a basis for a claim for adjustment in the contract unit price, except as otherwise specified in Section 00 72 00 Contract Clause FAR 52.211-18 Variation in Estimated Quantity .

1.3.2.5.2 Measurement

Measurement by the cubic yard (CY) must be computed by comparing…