B.08W9127N20B0017SpecsAmend1.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 purpose of this amendment is to add Remote Video Monitoring System w ork to specification sections 01 22 00.00 82, 01 45 00.00 82, and 01 10 10.00 82. Add optional CLIN 005, and update FAR clause 52.217-7, OPTION FOR INCREASED QUANTITY--SEPARATELY PRICED

LINE ITEM.

All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY 01-May-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 W9127N20B0017

X 9B. DATED (SEE ITEM 11)

24-Apr-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

01-May-2020

CODE

USACE PORTLAND DISTRICT

333 SW 1ST AVE

PORTLAND OR 97204-3440

W9127N 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9127N20B0017

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

CLIN 0005 is added as follows:

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0005 Job OPTION Remote Video Monitoring System

FFP

Remote Video Monitoring System in accordance with contract specification.

FOB: Destination

NET AMT

The following Delivery Schedule for CLIN 0005 has been added:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

POP 01-JUL-2020 TO

30-OCT-2020

N/A USACE PORTLAND DISTRICT

SCOTT ANNUS

211 EAST 7TH AVENUE, SUITE 220

EUGENE OR 97401-7110

541-684-4313 FOB: Destination

W9127N

SECTION 00 70 00 - CONDITIONS OF THE CONTRACT

The following Acceptance/Inspection Schedule was added for CLIN 0005:

INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

Destination Government Destination Government

SECTION 00 72 00 - GENERAL CONDITIONS

The following have been modified:

52.217-7 OPTION FOR INCREASED QUANTITY--SEPARATELY PRICED LINE ITEM (MAR 1989)

The Government may require the delivery of the numbered line item, identified in the Schedule as an option item, in

W9127N20B0017 the quantity and at the price stated in the Schedule. The Contracting Officer may exercise the option by written notice to the Contractor as noted below

Optional CLIN 0003 and 0004 at time of award Optional CLIN 0005 prior to 15 June 2020.

Delivery of added items shall continue at the same rate that like items are called for under the contract, unless the parties otherwise agree.

(End of clause)

(End of Summary of Changes)

SECTION 01 10 10.00 82

CONTRACTOR'S OPERATIONS AND REQUIREMENTS (DREDGING)

PART 1 GENERAL

1.1 GENERAL INFORMATION

a. This Section covers general requirements applicable to specific Contractor's operations or equipment for this Contract for maintenance dredging by clamshell dredge and support equipment at Coos Bay, OR River Mile 11+49 to 15+00 and placement at Ocean Dredged Material Disposal Site H.

b. Provide suitable floating clamshell dredging plant as prescribed in Section 35 20 23.00 82 DREDGING AND CHANNEL CLEARING, and perform all work required to remove the specified materials from within the dredging pay area limits and placement of the dredge material within the designated site as indicated on the Contract drawings. All equipment must meet all applicable U.S. Coast Guard (USCG) regulations.

1.2 SCHEDULE REQUIREMENTS

For purposes of this Contract, work in each location must be restricted to the environmentally cleared work window as prescribed in Section 01 57 20.00 82 ENVIRONMENTAL PROTECTION (DREDGING), along with further work restrictions as described in the Contracting Section 00 73 00 SUPPLEMENTARY CONDITIONS, Contract Clause 52.211-10 Commencement, Prosecution, and Completion of Work.

1.3 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

NPPR 385-1-93 (2009) Engineering Regulation, Diving Operation by Contract

1.4 PROJECT SIGN

Create two project signs for the dredge as shown in Attachment A1. The District name line must state "Portland District". The feature line must read "Coos Bay Upriver Clamshell Maintenance Dredging 2020". Post one sign on each side of the dredge in locations that are plainly visible. For small equipment the sign may be scaled down to no less than one-half size on approval.

1.5 EQUIPMENT CERTIFICATION AND INSPECTION

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1.5.1 Equipment Certification

In conjunction with Section 00 72 00 GENERAL CONDITIONS, Contract Clause 52.236-13, ACCIDENT PREVENTION (Nov 1991) - Alternate I, the equipment certification done in accordance with Section 16, paragraph 16.A.02, and Section 19, paragraph 19.A.01 of the referenced USACE Safety and Health Requirements Manual, EM 385-1-1, state that the equipment has been tested by a competent person and found to be in safe operating condition and is in compliance with the Contract specifications and EM 385-1-1. Designate a competent person to be responsible for the daily inspection of the plant, machinery, and equipment as called for in Section 19, of EM 385-1-1 to assure it is kept in safe operating condition. In addition, fill out NPP Form 159 (Rev) "Floating Plant Inspection Checklist" (Attachment A2) for any floating plant intended to be utilized. Submit both the completed NPP Form 159 (Rev) and Equipment Certification to the Government Quality Assurance Representative (GQAR) 1 working day prior to the required initial joint walk-through.

1.5.2 Joint Equipment Inspection

Notify the Government 96 hours prior to the joint equipment walk-through.

The joint equipment walk-through will be held prior to beginning all work.

A new walk-through will not be held at at each new location unless major repairs are performed while transiting to a new location. A Government representative will accompany the designated person during normal daylight working hours to view the plant and equipment intended to be utilized on this project. Any units found to be unsafe or otherwise not in compliance with the Contract clauses, specifications, and EM 385-1-1 will be deadlined and their use prohibited until the unacceptable conditions have been corrected. Mobilization payment will be delayed until the deficiencies have been corrected or replaced in an acceptable manner. The Government may elect to perform a hull inspection of the vessel through the use of a remote operated vehicle (ROV) for the purpose of inspecting for invasive species. The ROV inspection is expected to take up to eight hours and will be done concurrently with the joint equipment inspection. Any delays beyond eight hours due solely to the ROV inspection will be paid for under the bid item for Government directed stand-by. A floating plant inspection may be required at the Contracting Officer's discretion after returning from a break in work that involves work for others.

1.5.3 Video Inspection

At the Government's discretion, the Joint Equipment Inspection 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 two hours per piece of equipment.

1.5.4 Daily Equipment Inspection

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

1.5.5 Coast Guard Inspection

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All equipment must meet all applicable U.S. Coast Guard regulations. All self-propelled equipment is subject to U.S. Coast Guard certification. All scows and tugs must have ABS certified Load lines.

1.5.6 Coordination of Work

Do not impede traffic during the performance of work under this Contract.

1.5.7 U.S. Coast Guard Notice to Mariners

For each general area of operation, notify the United States Coast Guard at least ten days prior to start of dredging and material disposal operations, and weekly thereafter. The notifications must be certified and a copy attached to the Contractor's daily report. Direct correspondence to 13th Coast Guard District, Office of Aids to Navigation, (OAN) Seattle, Washington. The 13th District may be contacted via phone at 206-220-7280, FAX 206-220-7265, or email address D13-PF-LNM@uscg.mil. Information provided by the Contractor in this notification will subsequently be disseminated by the U. S. Coast Guard to the general maritime community through Local Notice to Mariner publications and marine band broadcasts.

Include the following information in the notification:

a. Project designation (U. S. Army Corps of Engineers Contract number and Contract title), Contractor's address and day time phone number

b. Name and type of dredge plant used.

c. Dredging location (reference the navigation project name and dredging area limits)

d. Material disposal site(s) (site reference number and location)

e. Estimated beginning and ending dates of dredging and disposal operations

f. Terminology to be used:

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

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

g. Circumstances that warrant specific maritime precautions must be handled on a case-by-case basis in coordination with the local U.S.

Coast Guard representatives.

1.5.8 NOTICE TO PORTS

Coordinate all dredging and disposal operations before dredging operations begin at each port during normal business hours within 24 hours of the start of dredging. Provide written notice to each port 48 hours prior to beginning work. State the approximate beginning and ending dates of dredging, anticipated work hours, description of anchoring system used, and anticipated tug and barge route to and from disposal site. Provide a copy of this to the Government prior to beginning work. In addition, post

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dredging operations at local marinas and boat launches.

Port of Coos Bay: Mike Dunning - (541) 267-7678

1.6 CONTINUITY OF WORK

No payment will be made for work done in any area designated by the Government until the depth required under the Contract is secured in the whole of such area, unless prevented by ledge rock, nor will payment be made for excavation in any area not adjacent to and in prolongation of areas where required depth has been secured except by decision of the Government. Should any such non-adjacent area be excavated to required depth during operations carried on under the Contract, payment for all work therein may be deferred until the required depth has been achieved in the area intervening. Dredging will be suspended at any time when for any reason the gauges, ranges, or other control cannot be seen or properly followed.

1.7 SHOALING

Re-dredging at the Contract price, within the limit of available funds, may be done with the consent of both the Government and the Contractor when infill or shoaling beyond the Contractor's control occurs in any area previously accepted, or any area not yet dredged.

1.8 SPECIAL NOTICE

a. The Contractor must comply with the provisions of Section 00 72 00 GENERAL CONDITIONS, Contract Clause 52.222-27 AFFIRMATIVE ACTION COMPLIANCE REQUIREMENTS FOR CONSTRUCTION paragraph (g)(1), with respect to Government personnel assigned to or visiting any facilities.

Penalties prescribed in Section 00 72 00 GENERAL CONDITIONS, Contract Clause 52.222-26 EQUAL OPPORTUNITY, will apply to violations involving Government personnel.

b. Maintain strict courtesy during all radio contacts.

c. Interaction between Contractor personnel and Government representatives, whether on or off duty, concerning all contractual requirements, must be conducted in a professional and courteous manner. The Contracting Officer may direct the Contractor, at its own expense, to remove and replace any Contractor personnel who fail to comply with or violate this requirement. Such action may be taken at the Government's discretion without prejudice to its rights under any other provision of this contract, including termination for default or cause. In the event that such a removal involves personnel who are responsible for quality control, vessel handling, or equipment, operations must cease until such time that an approved replacement can be on-site. Failure to comply with a removal order will result in the Government representatives' immediate departure from the vessel. No payment will be made for work performed during the absence of Government representatives from the vessel under this circumstance.

d. All operating, supervisory, and quality control personnel are required to review, understand, and follow the Contract plans and specifications.

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1.9 EXISTING PIPELINES, STRUCTURES, OR UTILITIES

a. The Contractor shall verify the existence of pipelines or public utilities or private improvements, shown or not shown on the drawings, which may be buried within the limits of the work or adjacent thereto.

Preserve and protect any such improvements from injury or damage during construction operations.

b. Coordinate with and assist the U.S. Coast Guard in moving navigation buoys within the defined work area. U.S. Coast Guard permission must be given prior to handling any aids to navigation.

Points of Contact:

Coos Bay Aids to Navigation Team-Coos Bay, Officer in Charge, 541-888-3441

c. Utilities or improvements, whether buried or not, which cannot be determined to exist through visual inspection, if inadvertently damaged, must be promptly repaired or replaced, and an equitable adjustment in the amount due under the Contract will be made as provided in the Contract.

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

e. Observe all obstructions depicted in project plan drawings.

1.10 NOTIFICATION OF DIVING OPERATIONS

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

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

1.11 MISPLACED MATERIAL

Should the Contractor during the progress of the work lose, dump, throw overboard, sink, or misplace any material, plant, machinery, or appliance, the Contractor shall notify the GQAR immediately by phone and within 1 hour by email, with description and location of such obstruction, and mark or buoy such obstruction as required. The Contractor shall recover and remove the obstruction with the utmost dispatch at no additional expense to the Government if, in the opinion of the Contracting Officer, the obstruction may be dangerous to or hinder navigation.

1.12 CONTRACTOR SUPPLIED EQUIPMENT AND ACCOMMODATIONS

a. The following requirements apply to all dredge plant that operate under this Contract. All Contractor supplied equipment will be returned on completion of work under this Contract with the exception

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of the hypack keys which will be returned after the Contractor has signed the release of claims.

b. The entire cost to the Contractor for furnishing, equipping, insuring, and maintaining the foregoing accommodations and equipment must be included in the Contract price for Mobilization and Demobilization. The Contractor must fully insure all Contractor provided equipment such as Hypack keys, radios, phones, etc. against loss or damage. No dredging will be allowed until the facilities and equipment referred to herein are secured and maintained as specified.

(1) Dredge Plant Offices: Office space for the exclusive use of the GQAR(s) on board the dredge plant must be properly heated, ventilated and lighted and must have a desk or chart table, a chair, and four or more standard 120-volt electrical outlets.

Provide a lockable storage area or locker on the dredge plant for the exclusive use of the GQAR(s). Provide scanning, copying, and color printing (capable of up to 11x17) services, on board the dredge. This equipment may be shared between the Contractor and Government personnel. Anticipate a total use of approximately 50 pages/week.

(2) Transportation: Furnish the assigned GQAR(s) transportation to and from the dredge and shore as needed. There will be one GQAR on-board at all times when working at all Contract work areas.

(3) The pick-up locations for Government and quality assurance personnel must be a location mutually agreed upon by the GQAR and the Contractor and must provide a safe location for GQAR vehicles. Government personnel will be on board all dredging plant, placement plant, hydrosurvey plant, and other operations as part of their normal quality assurance oversight. Anticipate four round trips per day on average for Government personnel to each dredging plant, each placement site, and to the hydrosurvey boat.

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

(5) Personal Locator Beacons (PLB): Provide PLB's as prescribed in Subpart 1.16 h. of Section 01 35 26.00 82.

(6) Hypack: Provide 2 USB hardlock keys compatible with Hypack 2019 software to the Government within 14 calendar days of Notice to Proceed. Properly license the software for the Government, and keep up licensing and maintenance agreements on the software packages.

1.13 MEETINGS

a. Preconstruction Conference

(1) The purpose of the preconstruction conference is for the Contractor and the Contracting Officer's representatives to become acquainted and explain the functions and operating procedures of

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their respective organizations.

(2) Contractor representatives who have a responsibility or significant role in accident prevention on the project must attend the preconstruction conference. This includes the project manager, the project superintendent, site safety and health officer, quality control supervisor, or any other assigned safety and health professionals who participated in the development of the APP (including the AHAs (Activity Hazard Analysis) and special plans, program, and procedures associated with it). This meeting will be held in the Portland-Vancouver Area as determined by the Government. Attendance at this preconstruction conference for the personnel identified above is mandatory.

(3) Discuss the details of the submitted APP to include incorporated plans, programs, procedures and a listing of anticipated AHAs that will be developed and implemented during the performance of the Contract. This list of proposed AHAs will be reviewed at the conference and an agreement will be reached between the Contractor and the Contracting Officer's representative as to which phases will require analysis. In addition, establish a schedule for the preparation, submittal, review, and acceptance of AHAs to preclude project delays.

b. Weekly Coordination Meetings

Weekly coordination meetings will be held between the Contractor and the Government. These meetings will be used to discuss the proposed schedule and progress, safety, quality control, and other job items. The meetings will be held on-site unless another location is mutually agreed to by both parties. Key project personnel will be required to attend in person. The Government will prepare an agenda and minutes for the coordination meetings.

In the event that the on-site office is used for the coordination meetings, a suitable phone speaker system must be provided.

1.14 UNEXPLODED ORDNANCE

Should an apparent explosive ordnance be recovered during the course of work; all further dredging operations that might disturb the ordnance must cease immediately and no attempt made to remove or handle the item.

Initiate the prepared procedure to notify local authorities and deal with the unexploded ordnance. Notify the GQAR of the recovery of a suspected Unexploded Ordnance and the actions taken as soon as practical after the initial notification to the local authority has been made.

1.15 REMOTE VIDEO MONITORING AND DOCUMENTATION

a. General. Provide two robotic, high definition webcams for the Government to remotely view the project on a secure connection via a network connection. One camera must provide a full view of the dredge deck and the other camera must provide a view of the digging operation. Submit the camera system for Government approval. The location of the camera mounting must be approved by the KO.

b. Camera Specifications:

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(1) IP66 waterproof all-weather enclosure

(2) User controlled wiper

(3) User controllable Pan/Tilt/Zoom

(4) 360° continuous pan, -90° to +90° tilt

(5) Capable of maintaining multiple preset compositions

(6) Live streaming of 16:9 1080p HD video or better

(7) 30X Optical zoom or greater

(8) Auto Focus and Day/Night infrared

(9) Minimum 30fps in all resolutions

(10) Minimum 2 Megapixel images

(12) Remote connection must be available at any time Contractor personnel are onsite.

(13) High-Definition continuous video recording with 30 days of retention

c. Internet Based Online Interface:

The camera must be accessible via an internet based Software as a Service (SaaS) solution. The service must be available until 60 days after final acceptance of all work areas, and allow the viewing of live video and High Definition digital still images captured and stored of the project on both mobile and desktop platforms. The Government shall have permissions to view and control the camera.

The user interface must include the following features:

(1) HTML5 design for cross-platform access on desktop and mobile devices

(2) Secure HTTPS compliant with live stream secured & encrypted via https transport

(3) Display project name and logo

(4) Real-time live video viewing with user-controllable robotic pan, tilt and zoom

(5) Onscreen control button for wiper control to allow for remote cleaning of the viewing window

(6) Instant live snapshot capability in addition to preset scheduled archives

(7) Full Screen Mode for displaying video and complete image without any graphical frame

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d. Security and Management:

(1) The system must capture and upload images every five minutes, 24 hours per day, when the dredge plant has personnel aboard. The camera must point to a default location, specified by the KO, when active manipulation of the camera orientation has not occurred for five minutes.

(2) Images must be maintained on the System Vendor's servers for reference available at all times during the life of the project and for no less than 60 days after completion.

e. Camera Maintenance:

Provide all service and maintenance, including cleaning, of the camera system throughout the life of the project including making appropriate arrangements for camera to remain in operation up to and through Completion of physical work.

f. End of Project Digital File:

Within 14 calendar days of completion of work area provide a comprehensive archive package that includes all images collected.

g. System Failure:

(1) Total System Failure is defined by one or more cameras inoperable for 12 hours or more, inoperable remote capability, or failure of the system to upload real time data or photos, or failure of any other aspect of the system that prevents the Government from performing remote quality assurance inspections.

(2) For system failures of up to four work days, a lump sum of $830.00 plus a daily cost of $1,000.00 will be deducted from the Contractor's earnings each scheduled work day from the time of total system failure until the system is operational for 24 continuous hours. This represents the Government's cost to mobilize and provide additional inspection and will be deducted regardless of whether the Government mobilizes an additional quality assurance inspector to the dredge.

(3) The daily cost will be rounded to the nearest day and will include periods of no work unless reflected on the contractor's schedule. For example if the Contractor's schedule is based on a 6 day work week with no work on Sundays, the daily cost would not be deducted from the contractor's earnings for Sundays. If the contractor is not working because of a mechanical failure, weather or any other reason, the daily cost will be assessed.

(4) The Contractor will be required to cease operations if the system is not restored within four work days.

(5) The Contractor will be required to utilize a mobile phone carrier for data transfer that provides reliable service in each of the work areas. This may necessitate use of different cell

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carriers in different areas. The Government does not intend to shut down dredging operations if the contractor is unable to transmit live camera data solely due to the unavailability of cell coverage. If lack of cell coverage disrupts data transmission, the contractor shall notify the KO within two hours and provide an alternate data transmission frequency (minimum daily data transfer).

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

-- End of Section --

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SECTION 01 22 00.00 82

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 REFERENCES

The publication listed below forms a part of this specification to the extent referenced. The publication is referred to in the text by basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM-1110-2-1003 (November 2013 Edition) Hydrographic Surveying

1.2 GENERAL INFORMATION

In each instance the Contract price for an item will constitute full compensation in accordance with Contract Clause 252.236-7008, CONTRACT PRICES - BIDDING SCHEDULES. The Contract price and payment will also constitute full compensation for all work incidental to completion of the item, unless such work is otherwise specifically mentioned for separate payment under another Contract Line Item. In the event any work is required by the specifications Sections or by the drawings and not specifically mentioned in the measurement and payment paragraphs, separate and direct payment will not be made and all costs thereof are incidental to and included in the Contract prices and payments for all Contract Line Item Numbers (CLIN) listed in the price schedule.

1.3 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this Contract on which the Contract unit price payments will be made are listed in Section 00 10 00 SOLICITATION, and described below. The unit price and payment made for each item listed will constitute full compensation for furnishing all plant, labor, materials, and equipment; performing all associated Contractor quality control, environmental protection, commissioning, preparation of as-builts, O&M manuals, tests and reports, meeting safety requirements; and for performing all work required for each of the unit price items.

1.4 JOB PAYMENT ITEMS

Payment items for the work of this Contract for which Contract job payments will be made are listed in Section 00 10 00 SOLICITATION, and described below. Include all costs for items of work, which are not specifically mentioned to be included in a particular job item, in the listed job item most closely associated with the work involved. The job price and payment made for each item listed will constitute full compensation for furnishing all plant, labor, materials, and equipment; performing all associated Contractor quality control, environmental protection, tests and reports, meeting safety requirements; and for performing all work required for which separate payment is not otherwise provided. Provide a schedule of values for job items prior to the start of work and submit an updated schedule

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with each payment request.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.1 MEASUREMENT AND PAYMENT

3.1.1 Mobilization and Demobilization, CLIN 0001

a. Measurement and payment for Mobilization and Demobilization will be considered complete and full compensation for the effort and cost to prepare the Contractor's plant and equipment for shipment; transport to and from the job site all necessary Contractor plant including related equipment, fuel, supplies, personnel required for its operation, and Government field office setup and on board accommodations as stated in Section 01 10 10.00 82 CONTRACTOR'S OPERATIONS AND REQUIREMENTS (DREDGING); making ready for dredging; and maintaining plant and equipment in working condition at the site during the dredging period, and will be paid for at the Contract job price for this item. Plant subject to pre-work safety inspection requirements will not be considered "mobilized" until such equipment is determined to be in compliance as determined by the floating plant inspection and verified during the joint equipment walk-through. For bidding purposes, Coos Bay, Oregon is the designated point of mobilization. Demobilization must be from the final dredging area, regardless of location.

b. Mobilization will be paid once all equipment needed to commence dredging and perform material placement operations is on site in accordance with the schedule required in Section 01 10 00.00 82 CONTRACT ADMINISTRATION DATA (DREDGING). All costs associated with mobilization of all equipment for all base and optional items, will be included in this bid item. No more than a total of 60 percent will be paid for mobilization; mobilization payments for multiple dredge plant will be determined by the Government and will be based on the approved project schedule. This CLIN may be separated into subitems for funding purposes. Mobilization charges will be spread throughout the subitems.

c. The remaining 40 percent will be paid upon final completion and acceptance of the minimum specification requirements at all work sites and areas of operation. Demobilization charges may be spread throughout the funding subitems.

3.1.2 Dredging and Placement of Materials; Coos Bay RM 11+49 to 15+00 Pre/Post, CLIN 0002

a. Measurement and payment for this bid item will be considered complete and full compensation for the effort and cost to excavate the entire dredging pay areas to not less than the required dredging depths in accordance with Section 35 20 23.00 82 DREDGING AND CHANNEL CLEARING, including water quality monitoring and placement of all dredged material within the Government furnished ocean placement site, and will be paid at the Contract unit price (cubic yards of dredged material) for this item.

b. The Government will determine cubic yard quantities for payment by taking pre dredge and post dredge surveys utilizing electronic depth sounding and horizontal positioning equipment. See paragraph QUANTITY

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SURVEYS for measurement description.

3.1.3 Dredging and Placement of Materials; Coos Bay RM 11+49 to 15+00, Pre/Post, Optional CLINs 0003 and 0004

a. Measurement and payment for these bid items will be considered complete and full compensation for the effort and cost to excavate the entire dredging pay areas to not less than the required dredging depths in accordance with Section 35 20 23.00 82 DREDGING AND CHANNEL CLEARING, including water quality monitoring and placement of all dredged material within the Government furnished ocean placement site, and will be paid at the respective Contract unit price (cubic yards of dredged material) for these item.

b. Quantity measurement: Reference paragraph 3.1.2 CLIN 0002 subitem (b).

3.1.4 Remote Video Monitoring System, Optional CLIN 0005

a. Measurement and payment for this bid item will be considered complete and full compensation for the effort and cost to provide and maintain the operation for two cameras used for video monitoring, as well as data management until the project is complete. Camera requirements are outlined in 01 10 10.00 82 paragraph 1.15 Remote Video Monitoring and Documentation.

b. Payment will made at the Contract amount under CLIN 0005, Remote Video Monitoring System, as a percentage of the overall contract work completed at the time of the pay request based on the most recent schedule update provided.

3.2 SUBMISSION OF INVOICES FOR PAYMENT

Submit invoices for payment as required in Section 00 73 00 SUPPLEMENTARY CONDITIONS. Progress payments for work accomplished will be made monthly.

3.3 PAYMENT METHOD

3.3.1 Pre/Post Dredge Survey

a. In dredge acceptance areas the Government will provide a required channel depth, with a maximum pay depth of 1 foot beyond the required channel depth. The dredging pay prism is formed by the maximum pay depth, the 1-vertical to 3-horizontal side slopes, and the horizontal dredging area limits.

b. Request pre and post dredge Government hydrographic surveys in accordance with requirements described in this Section.

NOTE: The Contractor should consider conducting some means of hydrosurvey prior to requesting a government post dredge survey for acceptance of a work area so as to avoid being assessed the fee prescribed in Subpart 3.3.2.j.

c. A work area will be accepted when all of the sorted survey values inside the channel limits are equal to or deeper than the required channel depth. Survey Acceptance will be based on data processed using

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a median depth sort on a 30-foot by 30-foot matrix, as described in Attachment A10 Survey Acceptance Criteria. The Government reserves the right to accept a work area which does not meet the acceptance criteria as described elsewhere in this contract.

3.3.2 Quantity Surveys

a. The Government will perform surveys utilizing electronic depth sounding and horizontal positioning equipment. Sounding depths used for acceptance and for the determiniation of pay quantity volumes will be derived as follows; Multi-beam acoustic methods will be used within the channel limits, and on the side slopes. Side slopes may be augmented by 200 kHz single-beam where depths become too shallow for multi-beam methods. The Government reserves the right to take soundings by leadline where necessary. The same methods will be used for the pre dredge and post dredge survey of a given reach. Accuracies will be in accordance with stated quality control values in EM-1110-2-1003. At the request of the Contractor, the Government will provide the survey line files by which surveys are run.

b. As required, data from land surveys will be obtained and incorporated into the volume computation.

c. The following survey equipment (or comparable based on asset availability) will be used by the Government Survey Crews during the collection of sounding data and will be considered the standard for which data is obtained:

Positioning: Applanix Wavemaster or Applanix POS MV 4

Multi-beam: Norbit iWBMSh STX or RESON T-50 MB

Single-beam: ODOM CV100 ECHOSOUNDER with a 3 degree 200khz transducer

AML Velocity Probe

AML Sound Velocity Profiler

NOTE: The Government will be available at the request of the Contractor to run check surveys between the Contractor's and Government's survey vessels prior to the start of work. The Contractor must request any side-by-side survey checks at least 7 days in advance.

d. The maximum dredging pay prism is defined by the intersection of the maximum dredging pay depth and the dredging pay slope, as shown in Attachment A3 Descriptive Sketch. The maximum dredging pay prism assumes side slopes projected upward from the dredging area limits at the maximum pay depth required in Section 35 20 23.00 82 DREDGING AND CHANNEL CLEARING, regardless of whether it is found to be representative of the actual slope conditions after dredging. Actual material removed from the slope that is within the maximum dredging pay prism determined by the pre dredge hydrographic survey is considered payable. Any material removed from outside of the maximum dredging pay prism will not be considered for payment.

NOTE: The bidders are responsible for calculating the quantity of

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non-pay yards that may be removed outside the pay template and must adjust their bid accordingly.

e. Cubic yard volumes for payment will be computed by the Government in Hypack using the Triangulated Irregular Network (TIN) surface volume computation method. Computed pay volumes will be the difference between the TIN to Channel computation of the pre dredge survey and the TIN to Channel computation of the post dredge survey. For computation purposes soundings will be a median sort on a 5-foot by 5-foot matrix. No adjustments will be made for infill material.

f. All Contractor owned equipment, including all attendant plant and anchor lines, must be removed from the acceptance area prior to the initiation of a survey. If Contractor owned equipment remains in the acceptance area at the time of survey, the survey will be canceled and the Contractor will be liable for the full daily rate for a Government Survey crew shown in Subpart 3.3.2.j.

g. In addition to pre and post dredge surveys, the Government may also conduct periodic progress surveys at all work locations. The Government may consider Government or Contractor progress surveys to determine the amount of progress payments.

h. Survey Time Frames:

(1) All survey requests must be made by submission of Attachment A6 Hydrographic Survey Request Form and submitted a minimum of 4 calendar days prior to the date on which the survey is required or immediately upon receiving the layout drawing if the survey is needed in less than 4 days.

(2) Work may not start within any given acceptance area until the pre dredge survey has been completed.

(3) The Government will perform all post dredge surveys within 5 calendar days of the requested date, pending suitable weather conditions. The complete layout or post dredge package (i.e.

electronic survey data, layout chart, and quantity computations) will be available 2 calendar days thereafter. Notification of acceptance or rejection will be provided within 1 day following the survey. Remain on-site until the final post dredge survey has been accepted.

i. In the event it becomes necessary to reschedule a request for survey, notify the Government at least 1 calendar day, during normal business hours, prior to the first day of the scheduled survey period.

Failure to provide such notification will make the Contractor liable for one-half the daily rate for a Government survey crew. If the survey party mobilizes to the site before the survey is canceled, the Contractor will be liable for the full daily rate for a Government survey crew shown in Subpart 3.3.2.j.

j. Should the Contractor request a post dredge survey of an area and then be required to return to that area due to non-acceptance; the Contractor will be charged the daily rate of $3,500 for any subsequent post dredge surveys. Should the Contractor request a pre dredge survey and not commence dredging within 10 days of the survey's execution, the Contractor will be charged the daily rate for any subsequent pre dredge

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surveys.

k. The most recent hydrographic surveys performed by the Portland District may be obtained at the following link:

https://www.nwp.usace.army.mil/Missions/Navigation.aspx.

3.3.3 Quality Assurance Surveys

A high frequency of Government performed surveys must be anticipated. The Government may elect to perform, for the Governments use, up to two quality assurance surveys in each acceptance area. These surveys are not intended to supplement or replace the Contractors QC/progress surveys. The Government will provide 48 hour notice prior to initiating a quality assurance survey. The Government will perform these surveys to minimize the impact to the Contractor. The Contractor should anticipate needing to briefly suspend operations for these surveys, but movement of equipment will not be required. No separate payment will be made for impacts associated with these quality assurance surveys, and quality assurance surveys will not be used for the basis of progress payments.

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SECTION 01 45 00.00 82

QUALITY CONTROL (DREDGING)

PART 1 GENERAL

1.1 PAYMENT

Separate payment will not be made for providing and maintaining an effective Quality Control system, and all associated costs will be included in the applicable unit prices or lump-sum prices contained in the Price Schedule.

1.2 REFERENCES

The publication 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-1110-2-1003 (November 2013 Edition) Hydrographic Surveying

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.1 GENERAL

Establish and maintain an effective quality control (QC) system in compliance with Section 00 72 00 GENERAL CONDITIONS, Contract Clause 52.246-12, INSPECTION OF CONSTRUCTION. The quality control system must consist of plans, procedures, and organization necessary to produce an end product that complies with the Contract requirements. The QC system must cover all dredging operations, and must be keyed to the proposed construction sequence. The project superintendent will be held responsible for the quality of work on the job and is subject to removal by the Contracting Officer (CO) for non-compliance with quality requirements specified in the Contract. The project superintendent in this context will mean the individual with the responsibility for the overall management of the project including quality and production.

3.2 CONTRACTOR QUALITY CONTROL PLAN

3.2.1 General

Submit for review and acceptance by the Government, the CQC Plan proposed to implement the requirements of Section 00 72 00 GENERAL CONDITIONS, Contract Clause 52.246-12, INSPECTION OF CONSTRUCTION. Submit the CQC Plan as part of the Project Specific Management Plan (PSMP) as stated in Section 01 10 00.00 82 CONTRACT ADMINISTRATION DATA (DREDGING). The plan must identify personnel, procedures, control, instructions, tests, records, and forms to be used. The Government will consider an interim CQC plan for the first 7 calendar days of operation. The Contractor must not begin dredging

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until acceptance of the CQC Plan or acceptance of an interim plan applicable to the particular feature of work to be started. Work outside of the features of work included in an accepted interim plan must not begin until acceptance of a CQC Plan or another interim plan containing the additional features of work to be started.

3.2.2 Content of the CQC Plan

The CQC Plan must include, as a minimum, the following to cover all construction operations, both on-site and offsite, including work by subcontractors, fabricators, suppliers, and purchasing agents:

a. A description of the quality control organization, including a chart showing lines of authority and acknowledgment that the CQC staff will implement the three phase control system for all aspects of the work specified. The staff must include a CQC System Manager who reports to the project superintendent.

b. The name, qualifications (in resume format), duties, responsibilities, and authorities of each person assigned a CQC function.

c. A copy of the letter to the CQC System Manager signed by an authorized official of the firm which describes the responsibilities and delegates sufficient authorities to adequately perform the functions of the CQC System Manager, including authority to stop work which is not in compliance with the Contract. The CQC System Manager must issue letters of direction to all other various quality control representatives outlining duties, authorities, and responsibilities.

Furnish copies of these letters to the Government. Certify that the entire CQC staff has read the plans and specifications.

d. Control, verification, and acceptance testing procedures for each specific test to include the test name, specification paragraph requiring test, feature of work to be tested, test frequency, and person responsible for each test.

e. Procedures for tracking preparatory, initial, and follow-up control phases and control, verification, and acceptance tests including documentation.

f. Procedures for tracking construction deficiencies from identification through acceptable corrective action. These procedures must establish verification that identified deficiencies have been corrected.

g. Reporting procedures, including proposed reporting formats, and samples of all required attachments including placement site data.

h. A list of the definable features of work. A definable feature of work is a task which is separate and distinct from other tasks, has separate control requirements, and may be identified by different trades or disciplines, or it may be work by the same trade in a different environment. Although each Section of the specifications may generally be considered as a definable feature of work, there is frequently more than one definable feature under a particular Section.

This list will be agreed upon during the coordination meeting.

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i. Description of method to ensure dredging and placement within specified limits. Conduct frequent progress surveys to monitor and manage the CQC requirements. All surveys conducted by the Contractor must be in accordance with the EM-1110-2-1003. Notify the COR in advance of any surveys conducted by the Contractor, and the COR will have the option of accompanying the Contractor on these surveys.

Include the manufacturer, model, and equipment operating frequency for the electronic positioning and tide measuring equipment and procedures for verifying accuracy in accordance with subparagraph Positioning Equipment.

j. Daily production estimating method.

3.2.3 Notification of Changes

After acceptance of the CQC Plan, notify the CO in writing of any proposed change. Proposed changes are subject to acceptance by the CO.

3.3 QUALITY CONTROL ORGANIZATION

3.3.1 General

a. The requirements for the CQC organization are a CQC System Manager and a sufficient number of additional qualified personnel to ensure Contract compliance. The CQC organization must be at the site at all times during progress of the work and with complete authority to take any action necessary to ensure compliance with the Contract. All CQC staff members are subject to acceptance by the CO.

b. CQC system managers are expected to be on board the dredge, survey boat(s), and monitoring vessels, actively monitoring quality of work and safety for all aspects of the daily dredging operation. The CQC system manager is expected to review all electronic data associated with the dredging and placement and is responsible for quality control and accuracy of this data.

3.3.2 CQC System Manager

Identify as CQC System Manager an individual within the on-site work organization who will be responsible for overall management of CQC and have the authority to act in all CQC matters for the Contractor.