W912DW20B0001R0002_ GH Breakwater A (Final).pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The due date for bids is not extended and is at 10:00 AM Pacific Standard Time on 28 July 2020.

The purpose of this amendment is to make a change to Specifications Section 01 57 20, paragraph 1.4.4. See the follow ing changes in red.

All other terms and conditions remain the same.

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY 23-Jul-2020

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912DW20B0001

X 9B. DATED (SEE ITEM 11)

24-Jun-2020

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

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

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

23-Jul-2020

CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

W912DW 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DW20B0001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

(End of Summary of Changes)

FY20 GH Breakwater A Repair 19021

Westport, WA

W912DW20B0001

TECHNICAL SPECIFICATIONS

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 02 SUPPLEMENTARY REQUIREMENTS

01 00 02-A DATUM AND BENCHMARKS

01 22 00 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 33 00-A EXAMPLE TRANSMITAL FORM

01 33 00-B EXMAPLE SUBMITTAL REGISTER

01 35 26 SAFETY REQUIREMENTS

01 45 00.00 10 CONTRACTOR 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 ENVIRONMENTAL PROTECTION

01 71 23 CONSTRUCTION SURVEYING

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 35- WATERWAY AND MARINE CONSTRUCTION

35 31 19 BREAKWATER REPAIR

35 31 19-A ARMOR STONE SHAPE

35 31 19-B PHOTO – ARMOR STONE WITH PROPER INTERLOCK

35 52 00 TEMPORARY SHORING WALL CONSTRUCTION

-- END OF SECTION --

W912DW20B0001 01 00 02-1

SECTION 01 00 02

SUPPLEMENTARY REQUIREMENTS

PART 1 – GENERAL

1.1. REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referenced to in the text by basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 U.S. Army Corps of Engineers Safety and Health

Requirements Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1926 Safety and Health Regulations for Construction

1.2. SUBMITTALS

Submit the following in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Schedule; G

1.3. CONSTRUCTION SCHEDULE

Within five (5) calendar days of Notice to Proceed (NTP), the Contractor shall submit a

Construction Schedule for approval.

Instruction and Information herein supplement requirements of FAR Clause 52.236-15

SCHEDULE FOR CONSTRUCTION of the CONTRACT CLAUSES and Section 01 45 00.10

10 QUALITY CONTROL SYSTEM (QCS).

Show in the schedule the sequence in which the Contractor proposes to perform the work and dates on which the Contractor contemplates starting and completing schedule activities.

The activities to be included shall represent the work in each of the following divisions, by work area:

a) Breakwater A, Repair Area 1: Purchase and place new Armor and Core stone, and rework Relic stone

b) Breakwater A, Repair Area 1: Excavate debris and purchase and place new Quarry spalls

c) Breakwater A, Repair Area 2: Purchase and place new Armor and Core stone, and rework Relic stone

d) Breakwater A, Repair Area 3: Purchase and place new Armor and Core stone, and rework Relic stone

The Construction Schedule shall show the total bid amount distributed among the features shown on the chart. The schedule shall show the percentage of completion at the close of each weekly period. This percentage shall be based on percentage of physical completion of the work. (NOTE:

Mobilization and demobilization shall not be listed as a separate payment item unless so noted in the schedule.)

The Construction Schedule shall be updated, at minimum, monthly with each pay request.

file:///S:/SISGML/JOBS/09041/prntdata/word/01%2033%2000.doc

W912DW20B0001 01 00 02-2

Additional instructions are found in the NPSP 415-1-1, INSTRUCTIONS AND INFORMATION

FOR CONTRACTORS.

1.4. WORK HOURS

Work hours in the construction area shall be approved by the Contracting Officer’s

Representative (COR). All work shall be conducted in the dry – no in-water work will be permitted. A proposed schedule of work hours, shifts, and days of the week shall be submitted for approval in the WORK PLAN. Notification of any proposed changes of the schedule of regular work hours, overtime work hours, and shifts of work crews and personnel at the site shall be submitted to the COR for approval. Initial coordination of such proposed changes shall occur with the Government during the weekly meeting. Alternate work schedules will not be approved if a Government quality assurance inspector is not available during all hours outside those previously stated.

1.5. WEEKLY COORDINATION MEETINGS

Contractor lead weekly (or more frequently if necessary for continued project progress) coordination meetings (in person or via phone) shall be held between the Contractor and the

Government. These meetings shall be used to discuss the Contractor's proposed schedule, actual progress in the last week, and work planned in the upcoming two weeks. Planned work shall be shown in schedule format. The Contractor shall make particular note of any work requiring

Government support. The Contractor shall keep meeting minutes and shall document all action items and decisions made. Meeting minutes shall be attached with the daily Quality Control report. A time and place shall be mutually agreed upon for the same time each week for the coordination meeting.

1.6. CORRESPONDENCE

All correspondence shall be addressed to the Contracting Officer or COR. All copies provided shall be legible. Enclosures attached or transmitted with the correspondence shall also be furnished with the original and each copy. Each correspondence shall make reference to the contract name, contract number and shall have only one subject.

For submission of Contractor payment requests, See Section 01 22 00, MEASUREMENT AND

PAYMENT and 01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM).

An informal process (without use of serial letters) may be proposed and adopted with approval from both the Contractor and the Government.

1.7. EXISTING CONDITION AND SURVEY CROSS-SECTIONS

Government provided drawings showing condition surveys and cross section sheets are furnished for information only.

Drawings shall be provided by the Government electronically, via email or other electronic methods such as the governments file transferred site after Notice To Proceed

(NTP).

1.8. PROJECT SPECIFIC PHYSICAL DATA

Data and information furnished or referred to below is for the Contractor's information. The

Government will not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor. Please see FAR clause 52.236-4 PHYSICAL DATA for additional information.

a) Condition of Area: The condition of the area when last topographic surveyed is shown on the

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drawings. Topography is in feet and represents elevation with reference to mean lower low water (M.L.L.W.) Elevations above M.L.L.W. are denoted by a (+) sign.

b) Datum and Bench Marks: The vertical plane of reference is National Ocean Service (NOS)

Mean Lower Low Water (MLLW) Epoch 1983-2001. Horizontal control is based on Lambert

Grid Projection for Washington South Zone 4602, NAD 83(2011). The Benchmark

Datasheets are included in Attachment 01 00 02-A. The Bench Marks for this area are designated as the following:

1. 1102 K, NOAA TIDAL BENCHMARK VM #18077. Stainless rod with punch driven to refusal in monument case. Located at the northerly corner of intersection of Nyhus

Street and Wilson Avenue. 9-feet north of fire hydrant and 8-feet westerly of stop sign.

2. PT CHEHALIS TIDAL BENCH MARK 2, PID: SD0380. Standard bench mark disk stamped 2 1939. About 1.25 miles north of Westport, on Point Chehalis, at Westhaven.

145 feet southwest of the shore end of a pier on the extension of the main street, northwest of and across the street from a standard oil co. bulk plant, 37 feet northwest of the centerline of the street, and set in a drill hole in the top of the south corner of the concrete foundation of an old tank (now destroyed).

3. TIDAL 2 RESET 1952, PID: SD0042. 3.5” Brass cap set in concrete pad for old flagpole of old USCG Station (Now Museum) in Westport. 45-feet north of main entrance, 3-feet southwest of new flagpole. Down about 0.3-foot and covered with grass.

c) Right-of-Way: The right-of-way for the work covered by these specifications will be furnished by the Government. The Contractor may use such portions of the land within the right-of-way not otherwise occupied as may be designated by the COR. The Contractor shall, without expense to the Government, and at any time during the progress of the work when space is needed within the right-of-way for any other purposes, promptly vacate and clean up any part of the grounds that have been allotted to, or have been in use by, him when directed to do so by the COR. The Contractor shall keep the buildings and grounds in use by him at the site of the work in an orderly and sanitary condition. Should the Contractor require additional working space or lands for material yards, job offices, or other purposes, he shall obtain such additional lands or easements at his expense.

d) Overhead, Underground, and Underwater Facilities: Clearances of overhead, underground, and underwater facilities are shown when known. Each bidder shall satisfy himself as to accuracy of locations and clearances by consultation with owners of the facilities. See the applicable National Oceanic and Atmospheric Administration (NOAA) Chart for location of known overhead power and telephone cables and bridges.

e) Marina and Channel Traffic: Work shall be conducted in an active Marina, therefore marine traffic is expected. Marine Traffic consists of shallow-draft vessels, small boats, fishing boats with nets deployed, commercial, and recreational and USCG vessels. Some interference with construction operations is to be expected.

f) Local Conditions: Utility locations and elevations are approximate, and it shall be

Contractor's responsibility to obtain exact locations and elevations from owners.

1.9. WORK AREAS AND ACCESS

All work must be conducted within the designated fish window (16 July to 31 January).

Access/Haul Roads - If local haul roads or site pathways are used Contractor shall coordinate operations and restrictions with the City of Westport (Kevin Goodrich (Dir of Public Works), 360-268-0131; Greg Barnes (Street Superintendent), 360-268-9091 and 360-581-5772 cell).

W912DW20B0001 01 00 02-4

Any debris deposited on roads/pathways due to Contractor's operations shall be removed continually and road/pathways shall be left in a clean condition at the end of each day. Damage to any haul road/pathway due to Contractors operations shall be repaired by the Contractor to restore the road/pathway to the condition that existed before Contractor's operations.

Traffic Control Plan - Contractor shall submit a Traffic Control Plan within the project WORK

PLAN for moving of haul vehicles on and across public highways in a manner that is conducive to the safety of motorists and workers. This shall include placement and maintenance of traffic control devices, flaggers, etc., in accordance with the U.S. Department of Transportation, Federal

Highway Administration publication, manual on uniform Traffic Control Devices.

Contractor's Staging Area and Employee Access - Areas off-limits to Contractor personnel will be discussed at the preconstruction conference. The security of the Contractor's property and items furnished or used to perform work under this contract, are the Contractor’s responsibility.

All Contractor site facilities shall be disposed of prior to final acceptance of all work.

Storage of Equipment and Materials - Storage of equipment and materials will be permitted only in designated staging areas approved by the COR. All equipment and materials to be stored shall be approved prior to storage within the Government designated temporary storage area. Any chemicals used or stored on the job site shall have appropriate MSDS documentation. Hazardous materials shall be stored in appropriate flammable material storage lockers provided by the

Contractor and located in an area designated by the COR. A minimum access space of 4 feet shall be maintained.

Contractor's Vehicles - Contractor's vehicles shall only park in areas approved by the COR. The actual quantity of vehicles onsite shall be minimized. Label vehicles with the Contractor’s company name. Magnetic signs are acceptable.

1.10. PUBLIC CONVENIENCE AND SAFETY

Contractor shall take necessary care at all times in operations and use of its equipment to protect the public and to facilitate traffic. The Contractor shall also post his work schedule at the Marina

Office.

Contractor shall provide, erect and maintain all necessary barricades, suitable and sufficient red lights, danger signals, detour, and other signs; provide a sufficient number of flagmen; and take all necessary precautions for protection of work and safety of public during the entire time

Contractor has equipment operating.

1.11. PERMITS AND RESPONSIBILITIES:

The Government has obtained the following licenses/permits related to the construction of this project:

a) A memorandum of “No Effect” documents the effects on ESA species dated 4 April 2020.

b) CZMA concurrence from WA Ecology on 11 May 2020.

c) Section 106. The Corps has reviewed the proposed action per Section 106 of the National

Historic Preservation Act and determined the project is not the type of activity that has potential to cause effects on historic properties, assuming such historic properties were present.

It is the responsibility of the Contractor to obtain all other applicable permits, authorizations, and/or licenses required for this project as required under the Contract

Clause paragraph entitled PERMITS AND RESPONSIBILITIES. It is the responsibility of the Contractor to comply with the provisions and conditions of these obtained permits, W912DW20B0001 01 00 02-5 authorizations, and/or licenses.

COVID-19 Contingency - Contractor shall comply with all local, state, or federal

COVID-19 restrictions and/or requirements.

1.12. REQUIRED INSURANCE (FAR 28.307-2)

1) Workers’ compensation and employer's liability: Contractors are required to comply with applicable Federal and State workers' compensation and occupational disease statutes. If occupational diseases are not compensable under those statutes, they shall be covered under the employer's liability section of the insurance policy, except when Contract operations are so commingled with a Contractor's commercial operation that it would not be practical to require this coverage. Employer's liability coverage of at least $100,000 shall be required, except in states with exclusive or monopolistic funds that do not permit workers' compensation to be written by private carriers.

2) General Liability:

a) The Contracting Officer shall require bodily injury liability insurance coverage written on the comprehensive form of policy of at least $5,000,000 per person, per occurrence.

b) Property damage liability insurance shall be required only in special circumstances as determined by the agency.

3) Automobile liability: The Contracting Officer shall require automobile liability insurance written on the comprehensive form of policy. The policy shall provide for bodily injury and property damage liability covering the operation of all automobiles used in connection with performing the

Contract. Policies covering automobiles operated in the United States shall provide coverage of at least $1,000,000 per person and $1,000,000 per occurrence for bodily injury and $1,000,000 per occurrence for property damage. The amount of liability coverage on other policies shall be commensurate with any legal requirements of the locality and sufficient to meet normal and customary claims.

4) Aircraft public and passenger liability: When aircraft are used in connection with performing the

Contract, the Contracting Officer shall require aircraft public and passenger liability insurance.

Coverage shall be at least $200,000 per person and $500,000 per occurrence for bodily injury, other than passenger liability, and $200,000 per occurrence for property damage. Coverage for passenger liability bodily injury shall be at least $200,000 multiplied by the number of seats or passengers, whichever is greater.

5) Vessel liability: When Contract performance involves use of vessels, the Contracting Officer shall require, as determined by the agency, vessel collision liability and protection and indemnity liability insurance.”

6) Environmental Liability: When Contract performance includes the transport, treatment, storage, or disposal of hazardous material waste the following coverage is required. The Contractor shall ensure the transporter and disposal facility have liability insurance in effect for claims arising out of the death or bodily injury and property damage from hazardous material/waste transport, treatment, storage and disposal, including vehicle liability and legal defense costs in the amount of $1,000,000.00 as evidenced by a certificate of insurance for General, Automobile, and

Environmental Liability Coverage.

7) Proof of insurance shall be provided to the Contracting Officer.

1.13. MISPLACED MATERIAL

If the Contractor, during the progress of the work, loses, dumps, throws overboard, sinks, or

W912DW20B0001 01 00 02-6

misplaces any material, plant, machinery, or appliance, which in the opinion of the COR may be dangerous to or obstruct navigation, or cause damage to the environment, the Contactor shall recover and remove the same with the utmost dispatch. The Contractor shall give immediate notice, with description and location of any such misplaced material or obstructions, to the COR or inspector, and when required, shall mark or buoy such obstructions until the same are removed.

If the Contractor refuses, neglects, or delays compliance with the above requirements, such misplaced material may be removed by the Government, and the cost of such removal may be deducted from any money due or to become due to the Contractor, or may be recovered under his bond. The liability of the Contractor for the removal of a vessel wrecked or sunk without fault or negligence shall be limited to that provided in Sections 15, 19 and 20 of the River and Harbor Act of March 3, 1899 (33 U.S.C. 410 et seq.).

Payment shall not be made for any material that is deposited elsewhere other than in disposal areas shown or as approved by the COR. The Contractor shall be required to move any such misplaced material and deposit it in an area acceptable to the COR at no additional cost to the

Government.

1.14. PROPOSED PROJECT MODIFICATIONS

Price proposals for proposed modifications shall be submitted to the Contracting Officer in accordance with the requirements of the Contract Clause MODIFICATION PROPOSALS –

PRICE BREAKDOWNS. If change order work impacts or delays other unchanged contract work, the costs of such impacts or delays shall be included in the proposals and separately identified.

Contractor shall not proceed with any changes they consider increases to time or costs. All changes to the contract will be in writing and signed by the Contracting Officer.

Additional instructions for submitting price proposals can be found Contract Clause

INSTRUCTION AND INFORMATION FOR CONTRACTORS. Additional guidance is provided in NPSP-415-1-1, Contractor’s Guide to Contract Administration. A copy of this manual is available on at http://rmssupport.com/datafiles/Contractors%20Guide.PDF. For information applicable to equipment rates used in contract modifications, refer to CONTRACT

CLAUSES, clause “EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE.”

1.15. OTHER CONTRACTS:

Work area and schedule restrictions and limitations caused by work to be performed by others shall be considered by the Contractor in scheduling work to be performed. No allowance will be made for damages or extra compensation because of the required cooperation.

1.16. PROTECTION AND RESTORATION OF PROPERTY

The work shall include the preservation of all public and private property, monuments, power and telephone lines, other utilities, etc., along and adjacent to the disposal areas insofar as they may be endangered. All utility lines shall be repaired. When or where any direct or indirect damages or injury are done to public or private property by, on account of, any act, omission, neglect, or misconduct in the execution of the work, or in consequence of the non-execution thereof, such property shall be restored to preconstruction or better condition similar before such damage or injury was done. The restoration shall be completed before final acceptance of the project.

1.17. CONTRACTOR FIELD OFFICE

The Contractor shall locate all field office elements at one site, regardless of the numbers and types of equipment used. The Contractor shall coordinate directly with the City of Westport for property locations owned by those entities.

1.18. CONTRACTOR PLANT AND EQUIPMENT

http://rmssupport.com/datafiles/Contractors%20Guide.PDF

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Unless otherwise specifically cited elsewhere in these specifications, the Contractor shall provide cranes, rigging, lifts, operators, and other necessary means to unload, load, and move equipment or materials as required to perform the work.

Complete Plant and Equipment List to be used onsite shall be provided to the COR. The

Contractor shall update and submit this list monthly with each progress payment request. The list shall include rented equipment as well as lease-purchase or sale-leaseback equipment. The list shall indicate dates equipment is assigned to or removed from the project, dates scheduled for repairs and returned for use, and adequate identification or description of each item of equipment including manufacturer's name (abbreviated), model number, manufacturer's serial number, year of manufacture, and Contractor's assigned serial or record number.

The Contractor’s equipment shall be conspicuously marked for identification. Contractor vehicles shall be marked on the outside with the company name.

Any barge used as a base for any equipment or materials shall not be allowed to ground. Any positioning shall be accomplished using anchors or spuds.

1.19. CONTRACTOR PROPERTY SECURITY

The Government will not be responsible for providing security for Contractor work areas and

Contractor-owned/controlled equipment, supplies, or materials. The Contractor shall provide those necessary security measures.

1.20. NOISE CONTROL

Noise control and noise levels shall conform to requirements set forth in the appropriate regulations, including EM 385-1-1, as amended, Section 05.C, 29 CFR 1910.95, 29 CFR 1926.52 and .101. The most conservative requirement shall govern.

1.21. FIRE CONTROL

All firefighting equipment, supplies, and personnel shall be supplied by the Contractor in accordance with EM 385-1-1, as amended, Section 09, 29 CFR 1910 SUBPART L and 29 CFR

1926 SUBPART F. Delays due to fire will not be acceptable as the basis of a claim for additional compensation.

1.22. INSPECTION

The presence of the Government inspector shall not relieve the Contractor of responsibility for the proper execution of the work in accordance with the specifications. The Contractor shall be required:

a) To furnish, on the request of the COR or any inspector, the use of such boats, boatmen, laborers, and material forming a part of the ordinary and usual equipment and construction team as may be reasonably necessary in inspecting the work.

b) To furnish, on request of the COR or any inspector, suitable transportation from all points on shore designated by the COR to and from the various pieces of equipment and to and from the dumping grounds. Should the Contractor refuse, neglect, or delay compliance with these requirements, the specific facilities may be furnished and maintained by the

COR, and the cost thereof will be deducted from any amounts due, or to become due, the

Contractor.

c) To allow, on request of the COR or any inspector, the Government to temporarily install a construction camera, provided by the Government, on the construction work site. In general, the location provided shall provide for a 360 degree viewpoint permitting the observation of the work. The mounting point shall consist of a wooden or metal stanchion, W912DW20B0001 01 00 02-8 a minimum of 3 inches in diameter, but not greater than 6 inches in diameter. In addition, the contractor shall provide a source of electrical power consisting of 110v, 20 Amp.

Mounting location shall be agreed upon after contract award. Contractor shall be given access to the camera’s web based video feed.

d) COVID-19 Contingency - At the Government’s discretion, if the Government designated

QA representative is unable to be physically present on the Contractor’s plant to verify the

CQC procedures, the Contractor must provide real time video capability for the

Government to perform inspections, witness tests, participate in meetings, and other tasks of a similar nature. Anticipate these efforts may take up to 3 hours each week.

e) COVID-19 Contingency - At the Government’s discretion, QA equipment inspections may be completed from a distance using electronic methods such as a video chat or live-time video call (compatible with Government cell phones or computer). The Contractor must provide real time video, if requested by the Government, for the Government to perform the inspection remotely, and anticipate the inspection may take up to 3 hours each week.

f) No separate payment will be made for impacts associated with Government QA inspections.

1.23. FINAL EXAMINATION AND ACCEPTANCE

As soon as practicable after the completion of the entire work or any section thereof (if the work is divided into sections) as in the opinion of the COR shall not be subject to damage by further operations under the Contract, such work will be thoroughly examined by the Government.

Should any unsatisfactory work be disclosed by this examination, the Contractor shall be required to correct the work and complete the contract requirements. The Contractor or his authorized representative shall be notified when the final inspection is scheduled and will be permitted to accompany the inspection party. When the area is found in a satisfactory condition, it will be accepted finally.

Acceptance will be based on physical visual examination of the work area and examination of as-built survey data. A work area will be considered complete if it meets the construction design criteria.

Final acceptance of the whole or a part of the work and the deductions or corrections of deductions made thereon will not be reopened after having once been made, except on evidence of collusion, fraud, or obvious error, and the acceptance of a completed section shall not change the time of payment of the retained percentages of the whole or part of the work.

1.24. PERFORMANCE EVALUATIONS:

In accordance with the provisions of Subpart 36.201(Evaluation of Contractor Performance) of the Federal Acquisition Regulation (FAR), contractor’s performance shall be evaluated throughout the performance of the contract. The United States Army Corps of Engineers

(USACE) follows the procedures outlined in Engineering Regulation 415-1-17 to fulfill this FAR requirement. For construction contracts awarded at or above $700,000.00, the USACE will evaluate contractor’s performance and prepare a performance report using the Contractor

Performance Appraisal Reporting System (CPARS). After an evaluation (interim or final) is written up by the USACE, the contractor will have the ability to access, review, and comment on the evaluation for a period of 30-days. Accessing and using CPARS requires specific software, called PKI certification, which is installed on the user’s computer. Access is granted by a network of government Focal Points. Typically, there are many Focal Points assigned to the agency. If you require assistance with identifying your Focal Point, please email the CPARS helpdesk

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(webptsmh@navy.mil) with the contract/order number you are trying to access and they will provide the Focal Point name and contact information. Current information about the PKI certification process can be found on the web site: http://www.cpars.gov/. If the Contractor wishes to participate in the performance evaluation process, access to CPARS and PKI certification is the sole responsibility of the Contractor.

PART 2 – PRODUCTS

NOT USED

PART 3 – EXECUTION

NOT USED

--END OF SECTION—

http://www.cpars.csd.disa.mil/

Type:

Designation:_11_ 0_2 _K ________ _.

Project: W912EF-10-D-0002 EC04

Stamping: _N _O _N_E __________ , PID NGS: COE:

State: Wa shi ngt on

County: Gra y s Ha rbor

District: Seattle -------------1

Nearest Town: Westport - �- - - - - - ---1 USGS Quad: _W _e _stp�ort ________ , T.R.S.: Tl6N Rl2W SEC 1

Nearest Hwy/Mi: Nyhus St. / 0 Mi �- - - - - - --i....--------------------------------4

Date Recovered: 10/24/2013 -Horizontal - -Vertical- By: Ter ra S on d Limited Datum: NAD83 ( 201 1 ) Datum: NA VD88

Lat: 46 54 14.85193 N Elevation Ht: 14.31

Condition/Stability: Good A ----- ------ __ ..., Lon: 124 06 23.29102 W Ellip Ht: -66.26

Setting/Monument Type: Stai nles s Rod -------------1 ------

Ft

Local Accuracy: _2-_c _m ___ Local Accuracy: 1-cm Owner: NOAA ----

--------------0 NSRS Accuracy: 5-cm NSRS Accuracy: I-cm GPS Suitable: (e Yes (' No

Obstructions: I N I E I S Survey/Computation Method: Survey/Computation Method:

Magnetic: (e Yes (' No

Access:

GO OD, AT NORTHERLY C ORNER

INTERSEC TION

Description/Comments:

OPUS-DB Geodetic Levels Date Observed: 11/25/2013 Date Observed: 11/25/2013 Geoidl2A

Owner:

NOAA

- Tidal/Hydraulic Gage Relationships - Gage ID: -Elevation - - Datum -

18077 15.45 MLLW ------

Epoch:

83-2001

POINT IS NOAA TIDAL BENCHMARK VM#l8077. STAINLESS ROD WITH PUNCH DRIVEN TO REFUSAL IN MONUMENT CASE. AT NORTHERLY

CORNER OF INTERSECTION OF NYHUS ST AND WILSON A VE. 9 FEET NORTH OF FIREHYDRANT AND 8 FEET WESTERLY OF STOP SIGN

Zone 1: Northing 1: ------ Zone 2: Northing 2:

USFT Easting I: USFT Convergence l: CSF l: ----- ---- ----- USFT Easting 2: USFT Convergence 2: CSF 2:

-Horizon/Setup View -

Required Fields In Red U-SMART ver 5.0

23 AUG2012

g3odteac Typewritten Text Attachment 01 00 02-A: Datum and Benchmarks

Description/Comments Continued:

User guidance for estimating local and network accuracy values FGDC-STD-007 .2-1998 Geospatial Positioning Accmacy Standards Pait 2: Standards for Geodetic Networks

Local accuracy for horizontal and vertical geodetic control points is similar to the older accuracy methodology, since they are both methods to describe the relative accuracy between points.

Hence, the older methodology can be converted into local accuracy by taking the average length of line, using the older defined accuracy of the points, and converting that into a value in meters.

Examples for horizontal and vertical surveys are:

second-order, class II horizontal survey (that is to say, 1:20,000) with average length line of 12,000 feet: 12,000 x 1/20,000 = 0.600 feet second-order, class II leveling survey (that is to say, 8 millimeters per square-root of the distance in kilometers) with an average bench mark spacing of 1 mile (that is to say, 1.6 kilometers):

0.008 x SQRT [1.6) = 0.01 meters

Propagated Error Comp

Errorl I

Error2 I

P.Error I

Network accuracy for horizontal geodetic control points can be estimated in two ways.

First, if the NAO 83 coordinates are consistent with the original NAO 83 adjustment, for example, the original NAO 83 (1986), then the network accuracy has been determined to seldom exceed 1.0 meters. second, if the NAO 83 coordinates are the result of a statewide or regional

High Accuracy Reference Network (HARN) adjustment, then the network accuracy has been determined to seldom exceed 0.05-0.1 meter. If better values have been determined for network accuracy for the area covered by the specific dataset, then those values should be used in place of these general values.

Vertical Accuracy: Horizontal Accuracy:

Average Control Point Spacing (ft) I Average Line Distance (ft) I meters feet meters feet

1st Order, Class I 10.000 10.000 1st Order 10.000 10.000

1st Order, Class 11 10.000 10.000 2nd Order, Class I 10.000 10.000

2nd Order, Class I 10.000 10.000 2nd Order, Class II 10.000 10.000

2nd Order, Class II lo.ooo lo.ooo 3rd Order, Class I 10.000 10.000

3rd Order 10.000 10.000 3rd Order, Class II 10.000 10.000

Designation:_HA_V_E_N ________ _.

Project: W912EF-10-D-0002 EC04

Stamping: HA V EN 1985

PID NGS: SD0866 COE:

State: Washington

County: Grays Harbor

District: Seattle -------------1

Nearest Town: Westport

- �- - - - - - ---1

USGS Quad: _W_e _stp�ort ________ , T.R.S.: Tl 7N Rl2W SEC 36

Type:

Nearest Hwy/Mi: Neddie Rose Dr / 0 Mi

Date Recovered: 10/24/2013 -Horizontal - -Vertical-

By: TerraSond Limited Datum: NAD83 ( 2011 ) Datum: NA VD88 Lat: 46 54 44.12980 N Elevation Ht: 18.44

Condition/Stability: Good C ----- ________ ...,Lon: 124 0637.72015 W EllipHt: -62.24

Setting/Monument Type: Cap set in Rock --------------1 ------

Ft

Local Accuracy: _2-_c _m ___ Local Accuracy: 1-cm Owner: NOS ----

--------------- NSRS Accuracy: 5-cm NSRS Accuracy: 2-cm GPS Suitable: (e Yes (' No

Obstructions: I N I E I S Survey/Computation Method: Survey/Computation Method:

Magnetic: (e Yes (' No

Access:

GOOD, IN LARGE BOULDER ON SHORE

Description/Comments:

RTK Geodetic Levels

Date Observed: 11/25/2013 Date Observed: 11/25/2013 Geoidl2A

Owner:

NOAA

- Tidal/Hydraulic Gage Relationships - Gage ID: -Elevation - - Datum -

9441102 19.61 MLLW

Epoch:

83-2001

3.25" ALUMINUM CAP SET IN 6 FOOT SQUARE BOULDER. SETTING IT SUITABLE FOR TRIPOD. 15 FEET NORTHEASTERLY OF PUBLIC

RESTROOM, ABOUT 150 FEET EASTERLY OF PARKING CIRCLE AND FISHERMAN$ MEMORIAL AT THE END OF NEDDIE ROSE DRIVE.

Zone 1: Northing 1:

Zone 2: Northing 2:

USFT Easting 1: USFT Convergence l: CSF l:

USFT Easting 2: USFT Convergence 2: CSF 2:

-Horizon/Setup View - - Close-Up View-

Required Fields In Red U-SMART ver 5.0

23 AUG2012

FGDC-STD-007 .2-1998 Geospatial Positioning Accmacy Standards Pait 2: Standards for Geodetic Networks

Local accuracy for horizontal and vertical geodetic control points is similar to the older accuracy methodology, since they are both methods to describe the relative accuracy between points.

Hence, the older methodology can be converted into local accuracy by taking the average length of line, using the older defined accuracy of the points, and converting that into a value in meters.

Examples for horizontal and vertical surveys are:

second-order, class II horizontal survey (that is to say, 1:20,000) with average length line of 12,000 feet: 12,000 x 1/20,000 = 0.600 feet second-order, class II leveling survey (that is to say, 8 millimeters per square-root of the distance in kilometers) with an average bench mark spacing of 1 mile (that is to say, 1.6 kilometers):

0.008 x SQRT [1.6) = 0.01 meters

Propagated Error Comp

Errorl I

Error2 I

P.Error I

Network accuracy for horizontal geodetic control points can be estimated in two ways.

First, if the NAO 83 coordinates are consistent with the original NAO 83 adjustment, for example, the original NAO 83 (1986), then the network accuracy has been determined to seldom exceed 1.0 meters. second, if the NAO 83 coordinates are the result of a statewide or regional

High Accuracy Reference Network (HARN) adjustment, then the network accuracy has been determined to seldom exceed 0.05-0.1 meter. If better values have been determined for network accuracy for the area covered by the specific dataset, then those values should be used in place of these general values.

Vertical Accuracy: Horizontal Accuracy:

Average Control Point Spacing (ft) I Average Line Distance (ft) I meters feet meters feet

1st Order, Class I 10.000 10.000 1st Order 10.000 10.000

1st Order, Class 11 10.000 10.000 2nd Order, Class I 10.000 10.000

2nd Order, Class I 10.000 10.000 2nd Order, Class II 10.000 10.000

Designation:TIDAL 2 RESET 1952

Project: W912EF-10-D-0002 EC04

Stamping: TIDAL 2 RESET 1952

PID NGS: SD0042 COE:

State: Washington

County: Grays Harbor

District: Seattle -------------1

Nearest Town: Westport

- �- - - - - - ---1

USGS Quad: _W_e _stp�ort _______ _ , T.R.S.: T16N R12W SEC 1

Type:

Nearest Hwy/Mi: WESTHA VEN DR IO Mi

Date Recovered: 10/24/2013 -Horizontal - -Vertical-

By: TerraSond Limited Datum: NAD83 ( 2011 ) Datum: NA VD88 Lat: 46 54 28.20320 N Elevation Ht: 15.26

Condition/Stability: Good C ----- ________ ...,Lon: 124 0642.79109 W EllipHt: -65.44

Setting/Monument Type: Cap in concrete -------------1 ------

Ft

Local Accuracy: _2-_c _m___ Local Accuracy: 2-cm Owner: NGS ----

--------------- NSRS Accuracy: 2-cm NSRS Accuracy: I-cm GPS Suitable: (e Yes (' No

Obstructions: I N I E J S Survey/Computation Method: Survey/Computation Method:

Magnetic: (e Yes (' No

Access:

GOOD, IN LAWN OF MUSEUM

Description/Comments:

Static GPS Network Geodetic Levels

Date Observed: 11/25/2013 Date Observed: 11/25/2013

Owner:

NOAA

- Tidal/Hydraulic Gage Relationships - Gage ID: -Elevation - - Datum -

9441102 16.43 MLLW

Geoidl2A

Epoch:

83-2001------

3.5" BRASS CAP SET IN CONCRETE PAD FOR OLD FLAG POLE OF OLD USCG ST A TION (NOW MUSEUM) IN WESTPORT. 45 FEET NORTH OF

MAIN ENTRANCE, 3 FEET SOUTHWEST OF NEW FLAG POLE. DOWN ABOUT 0.3 FOOT AND COVERED WITH GRASS.

Zone 1: Northing 1: ------ Zone 2: Northing 2:

USFT Easting I: USFT Convergence 1: CSF 1: ----- ---- ----- USFT Easting 2: USFT Convergence 2: CSF 2:

-Horizon/Setup View - - Close-Up View-

Required Fields In Red U-SMART ver 5.0

23 AUG2012

FGDC-STD-007 .2-1998 Geospatial Positioning Accmacy Standards Pait 2: Standards for Geodetic Networks

Local accuracy for horizontal and vertical geodetic control points is similar to the older accuracy methodology, since they are both methods to describe the relative accuracy between points.

Hence, the older methodology can be converted into local accuracy by taking the average length of line, using the older defined accuracy of the points, and converting that into a value in meters.

Examples for horizontal and vertical surveys are:

second-order, class II horizontal survey (that is to say, 1:20,000) with average length line of 12,000 feet: 12,000 x 1/20,000 = 0.600 feet second-order, class II leveling survey (that is to say, 8 millimeters per square-root of the distance in kilometers) with an average bench mark spacing of 1 mile (that is to say, 1.6 kilometers):

0.008 x SQRT [1.6) = 0.01 meters

Propagated Error Comp

Errorl I

Error2 I

P.Error I

Network accuracy for horizontal geodetic control points can be estimated in two ways.

First, if the NAO 83 coordinates are consistent with the original NAO 83 adjustment, for example, the original NAO 83 (1986), then the network accuracy has been determined to seldom exceed 1.0 meters. second, if the NAO 83 coordinates are the result of a statewide or regional

High Accuracy Reference Network (HARN) adjustment, then the network accuracy has been determined to seldom exceed 0.05-0.1 meter. If better values have been determined for network accuracy for the area covered by the specific dataset, then those values should be used in place of these general values.

Vertical Accuracy: Horizontal Accuracy:

Average Control Point Spacing (ft) I Average Line Distance (ft) I meters feet meters feet

1st Order, Class I 10.000 10.000 1st Order 10.000 10.000

1st Order, Class 11 10.000 10.000 2nd Order, Class I 10.000 10.000

2nd Order, Class I 10.000 10.000 2nd Order, Class II 10.000 10.000

W912DW20B0001 01 22 00-1

SECTION 01 22 00

MEASUREMENT AND PAYMENT

1.1 GENERAL

1) Contract price for items listed in schedule shall constitute full compensation for furnishing all plant, labor, materials, appliances, services, and incidentals, and performing all operations necessary to construct and complete the items in accordance with these specifications and the applicable drawings. Payment for each item shall be considered as full compensation, notwithstanding that minor features may not be mentioned herein. No separate payment will be made for the work, services, or operations required by the Contractor as specified to complete the project in accordance with these plans and specifications, and all cost thereof shall be considered as incidental to the work. Disposal of existing debris shall be considered as incidental to construction operations. Drawings are believed to accurately present conditions existing at the time the drawings were created. Once the determination of work completed has been made, the determination will not be reopened except on evidence of collusion, fraud, or obvious error.

1.2 MEASUREMENT

1) Material and construction delivered and performed under Base Items Nos. 2000, 3000, and 4000 and Option Bid Items 6100, 7100, and 8100, if awarded, will be measured for payment by the

TON as determined by the requirements of paragraph “MEASUREMENT” in Section 35 31 19

BREAKWATER REPAIR. All material delivered by vehicle shall be weighed on public scales or scales provided by the Contractor and approved by the Contracting Officer Representative

(COR). The scales shall be of sufficient capacity to permit weighing the transporting vehicle both empty and full. Classes of material shall not be mixed in any given load. Scales shall be of the type that prints weight tickets. A duplicate copy of each weight ticket shall be furnished to the

COR and copies submitted with each pay request. The Contractor’s Weighmaster shall be subject to the approval of the COR.

2) Material and construction delivered and performed under Base Item No. 5000 and Option Bid

Item 9100, if awarded, will be measured for payment by the TON as determined by the requirements of paragraph “MEASUREMENT” in Section 35 31 19 BREAKWATER REPAIR.

Loads of material removed shall be documented at the receiving facility and copies of the load reports shall be submitted with each pay request.

1.3 PAYMENT

1) Payment for Base Item No. 1000 Mobilization and Demobilization, will be made at the contract

JOB price, which shall constitute full compensation for all mobilization and demobilization to furnish all plant, labor, material, equipment, services, and supplies to and from the project. Sixty percent (60%) of the line item cost will be paid to the Contractor upon completion of mobilization to the worksite. The remaining forty percent (40%), which represents demobilization, will be included in the final payment for work under this Contract. In the event the Contracting Officer considers that the amount in this item (60%), which represents mobilization, does not bear a reasonable relation to the cost of the work in this Contract, the Contracting Officer may require the Contractor to produce cost data to justify this portion of the bid. Failure to justify such price to the satisfaction of the Contracting Officer will result in payment of actual mobilization costs, as determined by the Contracting Officer at the completion of mobilization, and payment of the remainder of this item in the final payment under this Contract. The determination of the

Contracting Officer is not subject to appeal.

2) Payment for Base Item No. 2000 and Option Bid Item No. 6100 Armor Stone and Rework Relic

Stone (All Repair Areas), will be made at the contract unit price TON price, which shall constitute full compensation for all work to furnish all plant, labor, material, equipment, services, W912DW20B0001 01 22 00-2 and supplies to acquire, deliver, and place new Armor stone in all Repair Areas, including reworking Relic stone to required grades and performing all operations necessary to complete all construction and work in accordance with these specifications and drawings. Progress payments will be made on accumulated work completed for a given progress payment. No separate payment will be made for the disposal existing debris and shall be considered as incidental to construction operations. Payment shall constitute full compensation for Base Item No. 2000 and

Option Item No. 6100, complete.

(a) Option Item No. 6101 Item is the first subdivided item and Option Item No 6102 is the second subdivided item under Option Item No. 6100.

3) Payment for Base Item No. 3000 and Option Bid Item No. 7100 Core Stone (All Repair Areas), will be made at the contract unit price TON price, which shall constitute full compensation for all work to furnish all plant, labor, material, equipment, services, and supplies to acquire, deliver, and place new Core stone in all Repair Areas, and performing all operations necessary to complete all construction and work in accordance with these specifications and drawings.

Progress payments will be made on accumulated work completed for a given progress payment.

No separate payment will be made for the disposal existing debris and shall be considered as incidental to construction operations. Payment shall constitute full compensation for Base Item

No. 3000 and Option Item No. 7100, complete.

(a) Option Item No. 7101 Item is the first subdivided item and Option Item No 7102 is the second subdivided item under Option Item No. 7100.

4) Payment for Base Item No. 4000 and Option Bid Item No. 8100 Quarry Spalls (Repair Area 1), will be made at the contract unit price TON price, which shall constitute full compensation for all work to furnish all plant, labor, material, equipment, services, and supplies to acquire, deliver, and place new Quarry Spall in Repair Area 1, and performing all operations necessary to complete all construction and work in accordance with these specifications and drawings.

Progress payments will be made on accumulated work completed for a given progress payment.

No separate payment will be made for the disposal existing debris and shall be considered as incidental to construction operations. Payment shall constitute full compensation for Base Item

No. 4000 and Option Item No. 8100, complete.

(a) Option Item No. 8101 Item is the first subdivided item and Option Item No 8102 is the second subdivided item under Option Item No. 8100.

5) Payment for Base Item No. 5000 and Option Bid Item No. 9100 Excavation and Disposal of

Material behind Sea Wall (Repair Area 1) will be paid at the contract unit price TON, which shall constitute full compensation for all work to furnish all plant, labor, material, equipment, services, and supplies to excavate and dispose material behind the sea wall in Repair Area 1, and performing all operations necessary to complete all construction and work in accordance with these specifications and drawings. Progress payments will be made on accumulated work completed for a given progress payment. No separate payment will be made for the disposal existing debris and shall be considered as incidental to construction operations. Payment shall constitute full compensation for Base Item No. 5000 and Option Item No. 9100, complete.

(a) Option Item No. 9101 Item is the first subdivided item and Option Item No 9102 is the second subdivided item under Option Item No. 9100.

6) Payment for Option Bid Item No. 9200, Utility Disconnect, Capping and/or Removal, will be made at the contract JOB price, which shall constitute full compensation for furnishing all plant, labor, material, equipment, services, any…