W911KB24R0010 Book 2 DRAFT RFP SPECS.pdf

DRAFT RFP

US Army Corps of Engineers Alaska District

NOM016

(P2N 464170)

PORT OF NOME

MODIFICATION PHASE 1

NOME, ALASKA

W911KB24R0010

2 NOVEMBER 2023

(INTENTIONALLY LEFT BLANK)

DRAFT RFP PORT OF NOME MODIFICATION - PHASE 1 NOM016

NOME, ALASKA

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

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 26.00 29 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

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

DIVISION 09 - FINISHES

09 97 13.27 HIGH PERFORMANCE COATING FOR STEEL STRUCTURES

DIVISION 10 - SPECIALTIES

10 14 53 TRAFFIC SIGNAGE

10 43 00 EMERGENCY AID SPECIALTIES

DIVISION 13 - SPECIAL CONSTRUCTION

13 47 13 CATHODIC PROTECTION

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 82 46.00 40 ELECTRIC UNIT HEATERS

DIVISION 26 - ELECTRICAL

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 13.00 40 MEDIUM-VOLTAGE CABLES

26 05 26.00 40 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 05 33 DOCKSIDE POWER CONNECTION STATIONS

26 05 70.00 40 HIGH VOLTAGE OVERCURRENT PROTECTIVE DEVICES

26 08 00 APPARATUS INSPECTION AND TESTING

26 09 23.00 40 LIGHTING CONTROL DEVICES

26 12 19.10 THREE-PHASE, LIQUID-FILLED PAD-MOUNTED TRANSFORMERS

PROJECT TABLE OF CONTENTS Page 1

26 29 23 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS UNDER 600 VOLTS

26 41 00 LIGHTNING PROTECTION SYSTEM

26 42 13 GALVANIC (SACRIFICIAL) ANODE CATHODIC PROTECTION (GACP)

SYSTEM

26 56 00 EXTERIOR LIGHTING

26 56 13.00 40 LIGHTING POLES AND STANDARDS

26 60 13.00 40 LOW-VOLTAGE MOTORS

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 09 13.00 29 SURVEYS (CIVIL WORKS)

31 62 16.13 STEEL PIPE PILES

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 12 16.17 AGGREGATE SURFACE COURSE STABILIZATION

DI VI SI ON 33 - UTI LI TI ES

33 08 55 FUEL DISTRIBUTION SYSTEM START-UP (NON-HYDRANT)

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 31 23.00 10 SANITARY SEWER FORCE MAIN PIPING

33 52 23.15 POL SERVICE PIPING WELDING

33 52 40 FUEL SYSTEMS PIPING (NON-HYDRANT)

33 52 80 LIQUID FUELS PIPELINE COATING SYSTEMS

33 57 55 FUEL SYSTEM COMPONENTS (NON-HYDRANT)

33 61 14 EXTERIOR BURIED PREINSULATED WATER PIPING

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

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

35 20 23 DREDGING

35 31 16.19 STEEL SHEET PILING SEAWALLS

35 31 19 ROCK REVETMENT FOR COASTAL PROTECTION

35 59 13.16 EXTRUDED AND MOLDED MARINE FENDERS

35 59 13.17 FOAM-FILLED MARINE FENDERS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Location

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes an expansion to the Port of Nome. This includes the construction of approximately 3500 feet of new causeway access road, 2000 feet of Open Cell Sheet Pile (OCSP) dock face, fender piles combined with floating fendering along the dock face, construction of fuel, water, sewer, electrical, and telecommunications system upgrades, and incidental related work.

1.1.2 Location

The work is located at the Port of Nome, as indicated in the Contract Drawings.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 2

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

1.5 TEMPORARY END PROTECTION (TEP)

1.5.1 Alternative Temporary End Protection Plan

1.6 IDENTIFICATION OF EMPLOYEES AND VEHICLES

1.7 FIRE SAFETY

1.8 UTILITY LOCATES AND OUTAGES

1.9 DISPOSITION OF MATERIALS

1.9.1 Salvageable Material

1.10 TESTS

1.11 WARRANTY OF CONSTRUCTION

1.11.1 Failures

1.12 CAMP FACILITIES

1.12.1 Required Workforce Camp

1.13 CONTRACTOR-FURNISHED VEHICLE

1.14 CONTRACTOR FURNISHED BOAT

1.15 ACCOMMODATIONS FOR GOVERNMENT REPRESENTATIVES

1.16 TEMPORARY HEATING SURVEILLANCE

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

1.18.1.2.1 Preconstruction Conference Submittals

1.18.2 Weekly Coordination Meetings

1.18.3 Navigation Coordination

1.18.4 Weekly Schedule Review Meetings

1.18.5 Joint Schedule Baseline Review

1.19 OPERATION AND MAINTENANCE (O & M) MANUALS

1.20 EQUIPMENT

1.21 HAUL ROADS, LOADING RAMPS, AND DOCKS

1.21.1 Maintenance Requirements

1.21.2 Haul Route Bridge Information

1.21.3 Truck Weight Tickets

1.21.3.1 Scales

1.22 BLASTING

1.23 INCLUDED DOCUMENT

1.24 ATTACHMENT

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

SECTION 01 19 40.00 29 Page 1

ATTACHMENTS:

Attachment (1) Joint Risk Management Template

SECTION 01 19 40.00 29 Page 2

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 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:

Government acceptance is required for submittals with a "G" designation.

SD-01 Preconstruction Submittals

Plant and Equipment Schedule

Protection of Existing Items; G

Haul Road Plan; G

Salvage Plan; G

Contractor-Furnished Vehicle

SD-02 Shop Drawings

Temporary Heating Monitoring Plan; G

Temporary End Protection Plan; G

Alternative Temporary End Protection Plan; G

1.4 PROTECTION OF EXISTING ITEMS

This paragraph supplements Section 00 72 00 CONTRACT CLAUSES, and FAR

52.236-9 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT,

SECTION 01 19 40.00 29 Page 3

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 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 catalogued 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. When necessary, the Contractor must remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain. The contractor must repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started. See Section 01 57 20.01 29 ENVIRONMENTAL PROTECTION, paragraph PROTECTION OF EXISTING FEATURES, for additional requirements associated with this submittal.

1.5 TEMPORARY END PROTECTION (TEP)

If construction is expected to be delayed for a period of thirty (30) calendar days or more by seasonal shutdown or for any other reason, all incomplete sections of causeway and sheetpile dock must be completed with the applicable permanent sections and the appropriate Temporary End Protection. All material used for protecting the exposed ends of the causeway must be removed after the shutdown period or must be appropriately incorporated into the required permanent construction.

The Contractor shall submit a TEMPORARY END PROTECTION PLAN prior to the construction delay or by July 1st each year of construction. The temporary end protection plan must include; the defined stationing for the start of the TEP, a schedule for implementation of the TEP that includes timeframe for removal, description of both the applicable causeway and dock end protection plans, planview drawing(s) that that show the layout of the TEP and the previous 200 feet of causeway and sheet pile dock (if applicable), cross section drawing(s) that show the typical sections used in the TEP, planned cross sections of the TEP, TEP removal plan, and a plan for incorporating planned utilities into the remaining sheet pile TEP sections. Planned cross sections of the TEP must be shown at 25-foot intervals, starting at a station 200 feet prior to the start of the TEP and ending 200 feet beyond the start of the TEP. Refer to Section 35 31 16.19 STEEL SHEET PILING SEAWALLS for information on temporary end protection for the sheet pile dock.

The plan for removal of the TEP must describe materials that must be removed, sorted, and re-incorporated into the permanent sections and define materials to remain in place and how those TEP materials match with the material of the permanent sections.

All TEP material placed within 20 feet of the planned location of all sheet

SECTION 01 19 40.00 29 Page 4 pile dock end walls, tail walls must be removed by the Contractor. The removal plan must describe the Contractor's method to show that the mandatory removal area is free of all material larger than 6 inches in diameter.

1.5.1 Alternative Temporary End Protection Plan

The Contractor may submit alternative closure details for sheet pile and/or armor stone to project team no later than ninety (90) days prior to anticipated shut down of work for the construction season for review and approval. All alternative sheet pile and/or rock seasonal transition details must be stamped by an engineer registered in the state of Alaska and accompanied by a stamped calculations package showing that the proposed transition details will meet the following minimum requirements;

a. Dead Load: All.

b. Live Load: Per Contractor's requirements.

c. Wind: Per ASCE 7, minimum 10-year MRI.

d. Wave: Minimum 10-year MRI wave height.

e. Ice: 3' thick with 43 ksf crushing strength and 4.5' thick with 24 ksf crushing strength.

1.6 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.

1.7 FIRE SAFETY

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

1.8 UTILITY LOCATES AND OUTAGES

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. Contact local utility locating service a minimum of five (5) days prior to commencing work, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. The Contractor must maintain all utility location markings through contract completion. Verify that all existing utility locations are indicated on contract drawings, within the area of work.

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.

Any utility outages required must be coordinated with the Contracting Officer at least 7 calendar days prior to the utility outage.

SECTION 01 19 40.00 29 Page 5

1.9 DISPOSITION OF MATERIALS

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

No burning will be permitted.

1.9.1 Salvageable Material

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver, and off-load the salvaged property at the designated storage area.

Salvageable materials include but are not limited to the removed navigation aid and base, stub breakwater materials, materials removed from the head of the existing causeway, and dredged material.

Provide a Salvage Plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Provide a system for property control in the salvage plan. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

1.10 TESTS

The Contractor must provide testing, except where specifically noted to be performed by the Government, in accordance with SECTION 01 45 00.00 10

QUALITY CONTROL.

1.11 WARRANTY OF CONSTRUCTION

Construction warranty will be in accordance with FAR 52.246-21 Warranty of Construction of Section 00 72 00. A joint 12 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.

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.

1.11.1 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

SECTION 01 19 40.00 29 Page 6 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

1.12 CAMP FACILITIES

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

1.12.1 Required Workforce Camp

Provide temporary housing for non-resident contractor and subcontractor employees. Utilization of housing existing prior to the contract award date is prohibited. Upon completion of the project, remove temporary housing established for the contract. Any temporary fill used for these facilities shall be removed and placed in accordance with local, state, and federal requlations. See attachment 2 of this section for the location of the required workforce camp.

1.13 CONTRACTOR-FURNISHED VEHICLE

The Contractor must provide and maintain three (3) four-wheel-drive, late model, crew-cab pickup trucks, or four door, full-size SUV type vehicles 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 and fuel, oil, insurance, maintenance, and repairs will be borne by the Contractor and included in the contract price. The vehicle must be in place by start of initial setup work at the job site and maintained through final cleanup. During any down time, an equal substitute vehicle must be provided immediately.

1.14 CONTRACTOR FURNISHED BOAT

The Contractor shall provide and maintain an 18 foot, or larger, welded aluminum, vee hull type boat moored at the local harbor, in good repair and approved by the Contracting Officer, for the use of the Government representatives regularly employed at the job site. The boat shall be equipped with a 50 horsepower, or larger, outboard motor, an auto-bailer, all Coast Guard-required safety equipment, and a sonar locator unit with video display showing depth, position, and full screen update. The cost of providing the boat and fuel, moorage fees, maintenance, and repairs shall be borne by the Contractor and included in the contract price. The boat shall be in place by start of initial setup work at the job site and maintained through final cleanup. During any downtime, an equal substitute boat shall be provided immediately.

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

SECTION 01 19 40.00 29 Page 7 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. 3 Single rooms, 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 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 chairs, couch, and a color television with clear reception of local and cable channels.

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. Provide basic cable television service.

i. Provide internet service (minimum 10 MB/sec ADSL, Cable or Fiber), one internet router, one switching hub, four 5 m network cables, and two surge protected, power strips.

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 SURVEILLANCE

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 an internal monitoring system located at the source of combustion, in the case of steam or hydronic heating systems where combustion is taking place external to the construction. The Contractor must submit for approval, no later than August 1 of each year of construction 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 is restricted by, and must include the following:

a. Number and location of each device used.

SECTION 01 19 40.00 29 Page 8

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 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 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 Subcontractors will be invited to participate in the Partnering process. The Partnership will draw on the strength 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

Contractor must host the initial partnering session within 45 calendar days of notice to proceed. Provide and host the Partnering sessions with key personnel of the Project Team, including Contractor personnel and Government personnel. Pay all costs associated with the Partnering effort 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

SECTION 01 19 40.00 29 Page 9 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 Workshops, and who is acceptable to both the Government and the Contractor. The Facilitator is responsible for leading the team in a timely manner and making sure that issues are identified and resolved. 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 at a place off the construction site, as agreed to by the Contracting Officer and the Contractor.

b. 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.

1.18 COORDINATION OF WORK

The Contractor shall conduct its work and dispose of its plant and equipment in a manner that will minimize interference with other construction or operations at the job site. The Government does not guarantee unrestricted availability of the site. Coordination shall occur daily with the Port of Nome Harbormaster, or his designee, to minimize construction and/or operational conflicts and delays.

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 within 45 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

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

SECTION 01 19 40.00 29 Page 10 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.

1.18.1.2.1 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, City of Nome representative, 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; 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.

SECTION 01 19 40.00 29 Page 11

1.18.3 Navigation Coordination

The Contractor shall be responsible for all coordination with the U.S.

Coast Guard and all concerned State and local interests regarding its activities, and also with any other contractors as specified in the CONTRACT CLAUSES. The Contractor shall keep advised of vessel traffic near the job site and conduct operations so that interference with vessels will not occur. Upon completion of the work, the Contractor shall promptly remove its plant, including ranges, buoys, piles, and other temporary structures placed by it under the contract, in navigable waters or on shore.

Construction activities may be interrupted by vessels maneuvering or moored anywhere within the construction limits. The Contractor shall keep advised of vessel arrivals and departures and conduct operations so that interference with the vessels will not occur. The Contractor's operations shall allow access to and from the Port at all times. All construction activities shall be coordinated with the Port of Nome Harbormaster, or his designee, at (907)304-1905. The Contractor shall also coordinate with the Port of Nome Harbormaster in the unlikely event that it becomes necessary to have vessels moved out of the way of construction operations. Pursuant to Contract Clause OTHER CONTRACTS (FAR 52.236-8) of this contract, the Contractor may be required to work in close proximity with other contractors and share the same disposal site. In the event that multiple contractors are required to work within the project limits, work areas for each contractor will be coordinated with the Contracting Officer's Representative and the Port of Nome Harbormaster, or his designee, at the required weekly coordination meetings.

1.18.4 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 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

SECTION 01 19 40.00 29 Page 12

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 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.

1.18.5 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 project 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 project schedule.

1.19 OPERATION AND MAINTENANCE (O & M) MANUALS

An electronic copy and two hard copies shall be submitted to the Contracting Officer not later than 30 days prior to scheduled contract completion. The electronic copy will be submitted via RMS or DoDSafe.

Failure to submit manuals by this date will be considered cause to withhold any payments due the Contractor. All equipment manual materials shall be durable, clearly printed or reproduced copies, not more than 8-1/2 x 11 inches in size, or neatly folded to that size without overlapping into the binding. Materials shall be indexed and bound in stiff covers with tab separators. Approval of manuals shall be obtained prior to scheduling operating tests and field training courses.

1.20 EQUIPMENT

The following Plant and Equipment Schedule 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

SECTION 01 19 40.00 29 Page 13 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.

1.21 HAUL ROADS, LOADING RAMPS, AND DOCKS

The use of exi st i ng r oads f or haul i ng shal l be coor di nat ed wi t h Feder al , St at e and Local agenci es. I t shal l be t he Cont r act or ' s r esponsi bi l i t y t o acqui r e al l per mi t s and easement s f or use of exi st i ng r oads and docks or f or const r uct i on of new haul r oads, l oadi ng r amps, and docks. The Cont r act or shal l submi t t o t he Cont r act i ng Of f i cer a Haul Road Pl an demonst r at i ng t hat t he haul r oad( s) wi l l meet t he saf et y r equi r ement s of EM 385- 1- 1, r out e and br i dge speci f i c vehi c l e wei ght l i mi t s, and mai nt enance r equi r ement s def i ned by t he cont r act . Haul i ng or oper at i ng haul i ng vehi c l es on r oads not desi gnat ed i n t he appr oved Haul Road Pl an i s pr ohi bi t ed. Upon compl et i on of t he pr oj ect , t he Cont r act or shal l r emove al l haul r oads, l oadi ng r amps, and docks i t bui l t wi t hi n t he pr oj ect ar ea.

Any t empor ar y f i l l used f or t hese f aci l i t i es shal l be r emoved and pl aced i n an accept abl e di sposal ar ea. Any exi st i ng access or haul r oads shal l be l ef t i n as good condi t i on as when wor k st ar t ed.

1.21.1 Maintenance Requirements

The Contractor shall share maintenance responsibility for the haul roads and other facilities used by the Contractor. The Contractor is responsible for dust control mitigation, removing any debris deposited on roadways by their trucks and repairing any damages to existing roads or facilities at their own expense. Repair haul roads and other facilities in accordance with the appropriate State or Local agency requirements. Develop a maintenance plan with the owners of the haul roads and other facilities anticipated to be used by the Contractor. The maintenance plans will document the preconstruction condition of the anticipated haul roads, include defined maintenance responsibilities of the facility owner, the Contractor, and other anticipated facility users, and specific haul

SECTION 01 19 40.00 29 Page 14 road/facility maintenance requirements. Contractor developed maintenance plans will be submitted as part of the Haul Road Plan.

1.21.2 Haul Route Bridge Information

The Contractor will comply with bridge loads limits and other bridge requirements.

There are three bridges along the defined haul route from the Cape Nome Quarry and the project location, the Nome Causeway Bridge, the Snake River Bridge, and the Nome River Bridge.

1.21.3 Truck Weight Tickets

The gross vehicle weight of loaded material hauling vehicles shall be obtained at the material loading site. Truck weight tickets must include the vehicle license number, vehicle operator's full name, gross vehicle weight determined by a certified scale, type of material being hauled, and haul route to be used to bring the material to the project site. A copy of the weight tickets generated each day are to be attached to daily CQC report.

1.21.3.1 Scales

Weighing equipment shall be of sufficient capacity to weight the transporting vehicle both empty and loaded and shall conform to the applicable requirements of NIST HB 44. The Contractor shall have the scales calibrated and scale certification by the State of Alaska Department of Transportation and Public Facilities, Division of Measurement Standards, at the onset of construction and annually thereafter for the duration of the contract. All associated costs shall be borne by the Contractor. Note that the State may require reimbursement for travel expenses. A weighhouse shall be provided and shall be waterproof and constructed in a manner that will afford adequate protection of the indicating and recording devices for the scales. The weighhouse shall be of suitable size, having at least one sliding window facing the scale platform, one end window, and a shelf desk at least 2 feet wide by 6 feet long with a chair.

1.22 BLASTING

No in-water blasting will be allowed.

1.23 INCLUDED DOCUMENT

(Warranty Provisions) Sample Letter

1.24 ATTACHMENT

Attachment (1) Joint Risk Management Template

Attachment (2) Workforce Camp General Location

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

SECTION 01 19 40.00 29 Page 15

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 16

DRAFT RFP PORT OF NOME MODIFICATION - PHASE 1

NOM016

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

Be lo w a re G

PS

co rn er s o f t he re d po ly go n:

Co rn er

N or th w es t C or ne r:

4O 3 2'

0.

” N or th

La tit ud e

5O 2 3'

0.

” W es t L on gi tu de er

S ou th w es t C or

2'

7.

” N or th La tit

5O

' 1

9.

W es t L on gi er

S ou th ea st

C or

2'

7.

” N or th

La tit

3'

.9

2” W es t L on gi er

N or th ea st C or

2'

9.

” N or th La tit

3'

.8 4”

W es t L on gi

Da m : W

GS

1 2

DRAFT RFP PORT OF NOME MODIFICATION PHASE 1

NOME, ALASKA

Section 01 19 40.00 29 Attachment (2) Page 1 of 2

DRAFT RFP PORT OF NOME MODIFICATION PHASE 1

Section 01 19 40.00 29 Attachment (2) Page 2 of 2

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 SINGLE JOB PAYMENT ITEMS

1.2.1 CLIN 0001 Mobilization and Demobilization

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.2.2 CLIN 0002 Perform Surveys

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.3 CLIN 0014 Provide Causeway Temporary End Protection, Sta

100+00 to Sta 117+29

1.2.3.1 Payment

1.2.3.2 Unit of Measure

1.2.4 CLIN 0015 Provide Sheet Pile Dock Temporary End Protection, Sta 100+00 to Sta 117+29

1.2.4.1 Payment

1.2.4.2 Unit of Measure

1.2.5 CLIN 0017 Construct OPEN CELLTM SHEET PILE Cells, Base Items, Cells 1 to Cell 30B

1.2.5.1 Payment

1.2.5.2 Unit of Measure

1.2.6 CLIN 0019 Construct Face Beam and Fender Pile with HDPE Sleeve or Energy Absorber, Cell 5 to Cell 26B

1.2.6.1 Payment

1.2.6.2 Unit of Measure

1.2.7 CLIN 0020 OPEN CELL SHEET PILETM Appurtences, Base Items -

Cells 1 to Cell 30B

1.2.7.1 Payment

1.2.7.2 Unit of Measure

1.2.8 CLIN 0021 Provide Floating Fenders 2500x4000 and 2000x3500

1.2.8.1 Payment

1.2.8.2 Unit of Measure

1.2.9 CLIN 0029 Provide Causeway Temporary End Protection, Sta

117+29 to Sta 125+96

1.2.9.1 Payment

1.2.9.2 Unit of Measure

1.2.10 CLIN 0030 Provide Sheet Pile Dock Temporary End Protection, Sta 117+29 to Sta 125+96

1.2.10.1 Payment

1.2.10.2 Unit of Measure

1.2.11 CLIN 0032 Construct OPEN CELL SHEET PILETM Cells, Option 1

Items, Cells 26 to Cell 46

1.2.11.1 Payment

1.2.11.2 Unit of Measure

1.2.12 CLIN 0034 Construct Face Beam and Fender Pile with HDPE

SECTION 01 20 00 Page 1

Sleeve or Energy Absorber, Cell 26 to Cell 461

1.2.12.1 Payment

1.2.12.2 Unit of Measure

1.2.13 CLIN 0035 OPEN CELL SHEET PILETM Appurtences, Option 1 Items

- Cells 26 to Cell 461

1.2.13.1 Payment

1.2.13.2 Unit of Measure

1.2.14 CLIN 0043 Provide Causeway Temporary End Protection, Sta

125+96 to Sta 134+00.27

1.2.14.1 Payment

1.2.14.2 Unit of Measure

1.2.15 CLIN 0044 Provide Sheet Pile Dock Temporary End Protection, Sta 125+96 to Sta 134+00.27

1.2.15.1 Payment

1.2.15.2 Unit of Measure

1.2.16 CLIN 0046 Construct OPEN CELL SHEET PILETM Cells, Option 2

Items, Cells 42 to Cell 67

1.2.16.1 Payment

1.2.16.2 Unit of Measure

1.2.17 CLIN 0048 Construct Face Beam and Fender Pile with HDPE

Sleeve or Energy Absorber, Cell 42 to Cell 64

1.2.17.1 Payment

1.2.17.2 Unit of Measure

1.2.18 CLIN 0049 OPEN CELL SHEET PILETM Appurtences, Option 2 Items

- Cells 42 to Cell 67

1.2.18.1 Payment

1.2.18.2 Unit of Measure

1.2.19 CLIN 0050 Construct Fuel System Upgrades

1.2.19.1 Payment

1.2.19.2 Unit of Measure

1.2.20 CLIN 0051 Construct Electrical and Telecom System Upgrades

1.2.20.1 Payment

1.2.20.2 Unit of Measure

1.2.21 CLIN 0052 Construct Water System Upgrades

1.2.21.1 Payment

1.2.21.2 Unit of Measure

1.2.22 CLIN 0053 Construct Sewer System Upgrades

1.2.22.1 Payment

1.2.22.2 Unit of Measure

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 CLIN 0003 Remove Existing Causeway Head Armor and B Rock

Layers and Spur Breakwater

1.3.1.1 Payment

1.3.1.2 Measurement

1.3.1.3 Unit of Measure

1.3.2 CLIN 0004 Dredging and Disposal of Toe Trench Material, Sta

100+00 to Sta 117+29

1.3.2.1 Payment

1.3.2.2 Measurement

1.3.2.3 Unit of Measure

1.3.3 CLIN 0005 Construct Causeway A1 Rock Layer, Sta 100+00 to Sta

117+29

1.3.3.1 Payment

1.3.3.2 Measurement

1.3.3.3 Unit of Measure

1.3.4 CLIN 0006 Construct Causeway A2 Rock Layer

1.3.4.1 Payment

1.3.4.2 Measurement

1.3.4.3 Unit of Measure

SECTION 01 20 00 Page 2

1.3.5 CLIN 0007 Construct Causeway B1 Rock Layer, Sta 100+00 to Sta 117+29

1.3.5.1 Payment

1.3.5.2 Measurement

1.3.5.3 Unit of Measure

1.3.6 CLIN 0008 Construct Causeway B2 Rock Layer

1.3.6.1 Payment

1.3.6.2 Measurement

1.3.6.3 Unit of Measure

1.3.7 CLIN 0009 Construct Causeway C1 Rock Layer, Sta 100+00 to Sta

117+29

1.3.7.1 Payment

1.3.7.2 Measurement

1.3.7.3 Unit of Measure

1.3.8 CLIN 0010 Construct Causeway C2 Rock Layer

1.3.8.1 Payment

1.3.8.2 Measurement

1.3.8.3 Unit of Measure

1.3.9 CLIN 0011 Construct Causeway Filter Material Layer, Sta 100+00 to Sta 117+29

1.3.9.1 Payment

1.3.9.2 Measurement

1.3.9.3 Unit of Measure

1.3.10 CLIN 0012 Construct Causeway E Fill Layer, Sta 100+00 to Sta

117+29

1.3.10.1 Payment

1.3.10.2 Measurement

1.3.10.3 Unit of Measure

1.3.11 CLIN 0013 Construct Causeway F Fill Layer, Sta 100+00 to Sta

117+29

1.3.11.1 Payment

1.3.11.2 Measurement

1.3.11.3 Unit of Measure

1.3.12 CLIN 0016 Construct Aggregate Surfacing Course, Sta 100+00 to

Sta 117+29

1.3.12.1 Payment

1.3.12.2 Measurement

1.3.12.3 Unit of Measure

1.3.13 CLIN 0018 Construct High Mast Light Foundations, Sta 100+00 to Sta 117+29

1.3.13.1 Payment

1.3.13.2 Unit of Measure

1.3.14 CLIN 0022 Dredging and Disposal of Toe Trench Material, Sta

117+29 to Sta 125+96

1.3.14.1 Payment

1.3.14.2 Measurement

1.3.14.3 Unit of Measure

1.3.15 CLIN 0023 Construct Causeway A1 Rock Layer, Sta 117+29 to Sta

125+96

1.3.15.1 Payment

1.3.15.2 Measurement

1.3.15.3 Unit of Measure

1.3.16 CLIN 0024 Construct Causeway B1 Rock Layer, Sta 117+29 to Sta

125+96

1.3.16.1 Payment

1.3.16.2 Measurement

1.3.16.3 Unit of Measure

1.3.17 CLIN 0025 Construct Causeway C1 Rock Layer, Sta 117+29 to Sta

125+96

SECTION 01 20 00 Page 3

1.3.17.1 Payment

1.3.17.2 Measurement

1.3.17.3 Unit of Measure

1.3.18 CLIN 0026 Construct Causeway Filter Material Layer, Sta

117+29 to Sta 125+96

1.3.18.1 Payment

1.3.18.2 Measurement

1.3.18.3 Unit of Measure

1.3.19 CLIN 0027 Construct Causeway E Fill Layer, Sta 117+29 to Sta

125+96

1.3.19.1 Payment

1.3.19.2 Measurement

1.3.19.3 Unit of Measure

1.3.20 CLIN 0028 Construct Causeway F Fill Layer, Sta 117+29 to Sta

125+96

1.3.20.1 Payment

1.3.20.2 Measurement

1.3.20.3 Unit of Measure

1.3.21 CLIN 0031 Construct Aggregate Surface Course, Sta 117+29 to

Sta 125+96

1.3.21.1 Payment

1.3.21.2…