Amendment 0001-W911WN20B8007-0017.pdf

W81ET401485385

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

PUNXSUTAWNEY SEDIMENT REMOVAL AND CONCRETE CHANNEL REPAIR, MAHONING CREEK, PUNXSUTAWNEY, JEFFERSON COUNTY, PENNSYLVANIA

The purpose of this amendment is to:

1. update Wage Determination to PA20200002 08/07/2020.

2. provide revised Plans; Sheet G-002; G-104; G-105; C-104; and C-304.

3. provide answ ers to questions arising from the Solicitation and/or Site.

4. update FAR 52.204-24 and FAR 52.204-25

1. CONTRACT ID CODE PAGE OF PAGES

1 35

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

16C. DATE SIGNED

BY 20-Aug-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 W911WN20B8007

X 9B. DATED (SEE ITEM 11)

23-Jul-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 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

20-Aug-2020

CODE

U.S. ARMY ENGINEER DISTRICT, PITTSBURGH

ATTN CELRP-CT

W S MOORHEAD FEDERAL BUILDING

1000 LIBERTY AVENUE ROOM 2203

PITTSBURGH PA 15222-4186

W911WN 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W911WN20B8007

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The following have been added by full text:

QUESTIONS AND ANSWERS

Punxsutawney Sediment Removal and Concrete Channel Repair

Questions and Answers:

Q1: Can you clarify the bid items, especially 0001 and 0001AA and 0001AB? Is 0001 the total of the 15 line items? Are AA and AB what we think we will get done in 2020 and 2021, with AA and AB adding up to 0001? By the time we get award, have mutual, and get first round of submittals, I don’t see anything getting done in 2020, other than approvals and planning.

A1: SubCLIN 0001AA and 0001AB are for funding purposes only. The total of these SubCLIN Items are to be captured under CLIN 0001. The Government will administractiely break out the Line Items based on funding prior to award.

Q2: 00 21 00 – 1 POINT OF CONTACT has your incorrect phone number.

A2: Contact phone number is 412-395-7551.

Q3: The Corps is showing access down city streets to the ramps. Are there any weight limitations on the ramp roads or the laydown roads? If there are limits, what are they? Will they require bonding? What is the bond amount? Usually, $12,500/mile, plus repair costs.

A3: No weight limits on the ramps leading up onto the levee or down into the channel. As for the bonding of the roads, refer to specification section 01 35 00.00 08, item 1.6.2 Hauling Materials and Equipment for bonding requirements.

Q4: Will the Corps require slips for every CY disposed of offsite, to verify all CY’s are hauled to a facility?

A4: Fill material will be handled per the Management of Fill Policy. Documentation requirements of truckloads of material will be coordinated with USACE construction management staff.

Q5: Are there any in-stream trout restrictions?

A5: No, USACE has been in contact with the Pennsylvania Fish and Boat Commission and there are no in-stream trout restrictions.

Q6: Are encroachment or NPDES permits required?

A6: No, USACE was not required to obtain an encroachment or NPDES permit. A National Pollution Discharge

Elimination System (NPDES) permit is not required. An environmental review, which included screening for endangered species and cultural resources, was completed by USACE staff. Additionally, a National Environmental Policy Act (NEPA) compliance review was completed by USACE staff and it was determined that this maintenance activity qualified for a NEPA categorical exclusion. Erosion and sedimentation control best management practices will be followed for construction activities.

Q7: Is the “in-situ” sampling and area “composite-samples” of sediments allowed, provided all other PADEP and

USEPA procedures met?

A7: Yes, In-situ sampling and compositing of samples is acceptable if the material is to be used as either clean or regulated fill under the PADEP Management of Fill Policy, as long as sample collection is conducted in accordance with the PADEP Management of Fill Policy. If the material is not to be used as fill material and will otherwise be disposed of as municipal or residual solid waste, then sampling and analytical requirements will be determined by the receiving facility (disposal in this manner is intended to be a last-case scenario, if it happens that the sediment is more contaminated than anticipated and exceeds Regulated Fill Concentration Limits as outlined in the Fill Policy).

Q8: Are we to price clean sediments management with the exclusion of the additional costs of handling residual, municipal or hazardous wastes (sampling, permitting, delays)?

A8: Refer to specification section 01 22 00.00 08, 1.3.9 Sediment Removal and Disposal, which outlines the payment process.

Q9: Can the areas marked as ‘contractor laydown areas’ receive surface treatment to meet the contractor requirements for their means and techniques?

A9: Refer to specification section 01 35 00.00 08, 1.6.3 Laydown, Storage and Parking Areas, which states: “Any damage caused by the Contractor’s operations shall be repaired to the satisfaction of the Contracting Officer or their designated representative at the Contractor’s expense.” The placement of any surface treatment in any of the contractor laydown areas will require review and approval during construction phase by the submittal review process. All disturbed contractor laydown areas are to be restored to pre-construction conditions at the end of construction.

Q10: Will all the project accesses to the contractor work limits require a temporary rock construction entrance if sediments are removed via those entrances?

A10: Yes, rock construction entrances are to be installed in accordance with the plans and specifications.

Q11: Will embedded forms such as “stay-in-place” metal forms be allowed to expedite and facilitate constructability of the slab?

A11: Bidders should bid per drawings and specifications. Stay-in-place formwork is not required by the design and is outside the scope of the specifications. After award, the Contractor may propose the use of stay-in-place forms as a variation (Specification Section 01 33 00 Para. 1.9) or a Value Engineering Change Proposal (FAR 52.248-3) for Government consideration.

Q12: Will removal of the filter layer be to neat lines or until competent subgrade is encountered?

A12: Removal of Filter layer is to be in accordance with plan sheet ID CD101.

Q13: If additional R-5 is required to stabilize the temporary jersey barriers cofferdam, will this be reimbursed as part of the scour protection?

A13: No, this would be considered as temporary placement and this cost should be included under CLIN 0005

Temporary Flow Diversion Structure.

Q14: Will clean, processed concrete be allowed in lieu of R-5 for stabilization of the temporary jersey barriers cofferdam?

A14: The jerry barriers cofferdam is a temporary structure used to divert Mahoning Creek flows from the work area. The clean, processed concrete would be required to meet clean water standards for temporary placement within Mahoning Creek. Sheet ID X-502, under Temporary Cofferdam Notes states: “Stone underneath temporary barriers or sandbag cofferdam shall be allowed to remain upstream of the concrete slab, so long as the stone size is R-5. Any stone of a size smaller than R-5, shall be removed.” The Contractor’s means and methods of construction shall be coordinated, reviewed and approved during construction phase by the submittal review process. The evaluation of specific proposed Contractor's construction details and products shall be submitted to the Government for review, evaluation and approval during the administration of the construction contract.

Q15: Can the designers look at the rebar for the slab? This comes up to be 250#/CY plus the vertical dowels. This is double what I’ve put into a highway bridge. They average 115 #/CY. This really affects our exposure time in the stream. The labor on the rebar is triple what I need to form and pour the slab.

A15: The rebar size and spacing for the slab is required to fulfill USACE design guidance for concrete channel linings.

Q16: Will a street bond be required by the local, city or county authorities to use triaxials on their street?

A16: For street bonding, refer to specification section 01 35 00.00 08, item 1.6.2 Hauling Materials and Equipment for bonding requirements.

Q17: What is the weight limit on the streets that the contractor must use to access the different ramps?

A17: For street bonding, refer to specification section 01 35 00.00 08, item 1.6.2 Hauling Materials and Equipment for bonding requirements.

Q18: Has the Corps any information on the chemical or geotechnical characteristics of the sediment (geochemical, geotechnical data)?

A18: USACE does not have any chemical or geotechnical characteristics on the sediment.

Q19: Is the sediment highly stratified (heterogeneous) or homogeneous?

A19: It is unknown if the sediment material is highly stratified (heterogeneous) or homogeneous.

Q20: Are we allowed to analyze the sediments only for potential pollutants based on historic data or do we need to follow the PADEP strict regulations?

A20: Per the specification section 02 30 00.00 08, sediments will be analyzed and disposed of per the 2020 PA DEP

Management of Fill Policy.

Q21: Why do we have to dispose certifiable clean sediments in a commercially permitted facility if the PADEP Fill

Protocol indicates that once the fill is certified clean, the fill is unrestricted and may be disposed at a properly permitted receiving site?

A21: Specification section 01 74 19, item 3.1 Disposal of Excavated Material, 3.1.1 General states: “Excavated material that consist of soil, rock and incidental debris removed during excavation and not reused as backfill shall be disposed of in accordance with the PADEP Management of Fill Policy at a commercially available and properly permitted disposal facility. Demolition debris that consist of pavement and rock shall be disposed of at a commercially available and properly permitted disposal facility. Demolition debris that consist concrete and pavement shall be disposed of at a permitted solid waste disposal facility as defined in paragraph “Permitted Solid Waste Disposal Facility” or in accordance with the PADEP Management of Fill Policy.” Commercially available and properly permitted does not necessarily mean a commercially permitted facility.

Q22: Will the reclaimed filter layer, temporary access road, and rock construction entrance be deemed clean?

A22: The filter layer to be removed, temporary access road, and rock construction entrances are assumed to be clean fill. If during the duration of the project any of these materials do not meet clean fill material disposal requirements, the disposal of the material shall be handled through the Changes clause (FAR 52.243-4).

Materials taken from or brought to the site will be properly managed (per the 2020 PA DEP Management of Fill Policy).

Q23: Has the Corps assigned a public relations representative to interact with the residents of the Graystone

Apartments during use and repair of their parking lot?

A23: Not at this time, however there will be several Corps staff involved throughout the construction management and delivery of the project with the contractor. The Corps project manager has had recent discussions with management staff of Graystone and will continue to keep them informed for situational awareness.

Additionally, the Corps Public Affairs Office will be included in briefings as the contractor’s work and plans progress for situational awareness and any potential public communication needs. Lastly, it is the responsibility of the contractor to ensure that work is done as specified in the plans and specifications.

Q24: Are we allowed to use embedded metal forms as long as the reinforcement is not affected (e.g., Keyloc Joint

System) in lieu of contraction joints?

A24 Bidders should bid per drawings and specifications. Stay-in-place formwork is not required by the design and is outside the scope of the specifications. After award, the Contractor may propose the use of stay-in-place forms as a variation (Specification Section 01 33 00 Para. 1.9) or a Value Engineering Change Proposal (FAR 52.248-3) for Government consideration.

Q25: Excavation of sediments is deemed approximate, yet excavation below the channel template will not be reimbursed. What is the field tolerance or accuracy of the cross sections shown on the drawings?

A25: Cross sections were developed with a combination of field measures, PASDA data and as-built drawings, which are included as reference drawings in plan set.

SUMMARY OF CHANGES TO PLANS

CERTIFIED FINAL DOCUMENTS – W911WN20B8007 PLANS

The following Contract Drawings have been revised:

Sheet G-002 – CONTRACT AND REFERENCE DRAWINGS SHEET – Identify Amendment 1 revised sheets.

Sheet G-104 – OVERALL PUNXSUTAWNEY LFPP – GENERAL SITE PLAN – Sediment removal work area limits have been revised.

SHEET G-105 – EXISTING SITE CONDITIONS AND CONTRACTOR WORK LIMITS – PLAN – Portion of

Contractor laydown area was removed.

SHEET C-104 – SEDIMENT REMOVAL WORK AREAS – PLAN – STA 166+60 TO STA 155+90 – Portion of

Contractor laydown area was removed.

SHEET C-304 – SEDIMENT REMOVAL CROSS SECTIONS – SHEET 4 OF 5 – Contractor work area limit has been revised.

(End of Summary of Changes)

The following have been modified:

PRICE SCHEDULE

PUNXSUTAWNEY LOCAL FLOOD PROTECTION PROJECT

SEDIMENT REMOVAL AND CHANNEL IMPROVEMENT

W911WN-20-B-8007

Item Description Quantity Unit Unit Price Total

0001 REIMBURSEMENT FOR ACTUAL 1 JOB $_________ $_________

PERFORMANCE AND PAYMENT

BONDS PREMIUMS

0002 DIGITAL PROGRESS IMAGES 5 SET $_________ $_________

0003 TEMPORARY ACCESS ROAD 1 JOB $_________ $_________

0004 EROSION AND SEDIMENT CONTROL 1 JOB $_________ $_________

0005 TEMPORARY FLOW DIVERSION 1 JOB $_________ $_________

STRUCTURE

0006 DEMOLITION OF CONCRETE SLAB 295 CY $_________ $_________

0007 PLACEMENT OF CONCRETE SLAB 295 CY $_________ $_________

0008 REMOVAL AND PLACEMENT OF 165 CY $_________ $_________

FILTER LAYER

0009 REMOVAL OF BITUMINOUS 185 SY $_________ $_________

PAVEMENT

0010 BITUMINOUS PAVEMENT 185 SY $_________ $_________

0011 SCOUR PROTECTION 177 CY $_________ $_________

0012 GEOTEXTILE FABRIC 162 SY $_________ $_________

0013 SEDIMENT SAMPLING AND TESTING 1 JOB $_________ $_________

0014 SEDIMENT REMOVAL AND 9,600 CY $_________ $_________

DISPOSAL - CLEAN FILL

0015 SURVEY CONTROL 1 JOB $_________ $_________

TOTAL OF LINE ITEMS 0001 THROUGH 0015 $_________________

SECTION 00 21 00 - INSTRUCTIONS

ADDENDUM TO SECTION 00 21 00

00 21 00 – 1 POINT OF CONTACT

Inquiries may be made by writing this office, or by calling (collect calls not accepted), the following individuals:

Connie Ferguson, Contract Specialist at 412-39-7551 E-mail: Connie.L.Ferguson@usace.army.mil

02 21 00 – 2 SUBMISSION OF QUESTIONS

Due to the importance of maintaining the schedule for this project, it is requested that all questions regarding the specifications and/or drawings be submitted by 11:00 a.m. ET on 3 August 2020. All questions must be in writing and may be emailed to Connie.L.Ferguson@usace.army.mil. Any questions received after the above date will be answered at the discretion of the Contracting Officer.

00 21 00 – 3 AMENDMENTS PRIOR TO DATE SET FOR OPENING BIDS

The right is reserved as the interest of the Government may require, to revise or amend the specifications or drawings or both prior to the date set for opening bids. Such revisions and amendments, if any, will be announced by an amendment or amendments to this Invitation for Bids. If the revisions and amendments are of a nature which require material changes in the quantities or prices bid or both, the date set for opening bids may be postponed by such number of days as in the opinion of the Issuing Office will enable bidders to revise their bids. In such cases, the amendment will include an announcement of the new date for opening bids.

00 21 00 – 4 SUBMISSION OF BIDS

Bids: ALL RESPONSES TO THIS ANNOUNCEMENT SHALL BE SUBMITTED ELECTRONICALLY. Hand carried delivery or USPS/UPS/FEDEX delivery of hard copies and or CD-ROMs are not authorized. Facsimile submission is not authorized. Electronic Bid Submission is required through the Army’s Electronic File Sharing Service, DOD SAFE (https://safe.apps.mil). The DOD SAFE Application is used to send large files to individuals that would normally be too large to send via email. There are no user accounts for SAFE. Authentication is handled via email. Anyone has access to DOD SAFE, and the application is available for use by anyone. The SAFE “Getting Started Guide” has information on how to utilize the system (https://safe.apps.mil/about.php). Instructions for uploading are as follows:

1. Send an email to the Contracting Officer and Contract Specialist to receive the drop off link where you will submit your bid package. The email request for the drop off link will need to be completed no sooner than 7 calendar days prior to the bid due date and time but no later than 1 calendar day prior to the bid due date.

a. Connie Ferguson, Contract Specialist at Connie.L.Ferguson@usace.army.mil

b. Carole Householder, Contracting Officer at Carole.Householder@usace.army.mil

2. You will receive an email from NoReplyTo@mail.mil with the drop off link, Claim ID, Recipient Code, and Claim Passcode to submit your bid package. As this is a system generated message, please be sure to check your junk or spam folder as it may be there depending on email settings.

3. Click the Add File(s) or Drag and Drop your file(s). See below for the file naming convention requirements.

4. Click Upload button to send documents.

5. Guest users will need to check their email to verify their email address before the recipients will be notified. No additional action is required by CAC users.

File Size Limitations: Bidders are advised to follow the DOD SAFE instructions for uploading files. DOD SAFE supports delivery up to 8GB. If a file size greater than 8GB is anticipated, bidders are advised to contact the Contract Specialist and Contracting Officer.

File Naming Convention: To ensure your submission is received and processed appropriately, it is important that interested parties CAREFULLY ensure their electronic files adhere to the following naming convention:

• W911WN20B8007-FIRMNAME-BID

• W911WN20B8007-FIRMNAME-BID BOND

If providing more than one file, each file name shall begin with the solicitation number followed by the firm’s name and a brief file description. Please see examples above.

File Organization: The entire bid package, to include completed SF1442, acknowledgement of all amendments in one file, and valid bid bond (SF24) including powers of attorney in another file, shall be submitted in pdf format and all document shall be uploaded as one package at the time of submission, under one DoD Safe link.

Upload Completion & Deadline: Bidders shall submit bid packages no later than the date and time specified in Block 13A on the SF1442. The time & date of bid receipt will be the upload completion/delivery time & date recorded within DOD SAFE site. Do not assume that electronic submission will occur instantaneously. Large files (e.g. 10MB or more) will take some time to upload. Bidders should time their upload effort with prudence by not waiting until the last few minutes - this will allow for unexpected delays in the transmittal process. Bidders are encouraged to keep a copy of the upload confirmation for their record.

00 21 00 – 5 BID OPENINGS

Due to health and safety concerns related to COVID-19 pandemic, the bid opening for this project will be conducted virtually by teleconference as follows:

a. Bid Opening will be by teleconference to begin promptly on the date and time specified in Block 13A on the SF1442. At the time of the bid opening, all bids received will be downloaded by the Government official opening the bids. Once all bids have been downloaded, they will be individually opened and read aloud.

b. Bidders should call into the teleconference 10 minutes prior to the teleconference start time at (877-402- 9753), access code (6818503), and security code (8007).

All bids are required to be received by the bid acceptance closing date and time stated in Block 13A of the Standard Form 1442.

00 21 00 – 6 POSTPONEMENT OF BID OPENINGS

a. Bid openings may be postponed up to or even after the time scheduled for bid opening under the following circumstances:

(i) when the Contracting Officer has reason to believe that the bids of an important segment of bidders have been delayed for causes beyond their control and without their fault or negligence (such as, but not limited to, flood, fire, accident, weather conditions or strikes); or

(ii) when emergency or unanticipated events interrupt normal Government processes so that the conduct of bid openings as scheduled is impracticable; or

(iii) when interruption of Government technology systems prevents bid opening as scheduled.

b. At the time a determination is made to postpone a bid opening under a(i) above, an announcement of the determination shall be publicly posted and, if practicable before issuance of formal amendment of the invitation, otherwise communicated to prospective bidders likely to attend the scheduled bid opening.

c. In the case of a(ii) above, when urgent Government requirements preclude amendment of the solicitation, the time specified for opening of bids will be deemed to be extended to the same time of day specified in the solicitation on the first work day on which normal Government processes resume. In such case, the time of actual bid opening shall be deemed to be the time set for bid opening for the purpose of determining “late bids” under FAR 14.304.

d. In the case of a(iii) above, when the bid opening is scheduled for a specific date and time but interruption of Government technology prevents bid opening and precludes and amendment, the time specified for opening of bids will be deemed to be extended to the same time of day specified in the solicitation on the next business day. In such case, the time of actual bid opening shall be deemed to be the time set for bid opening for the purpose of determining “late bids” under FAR 14.304.

00 21 00 – 7 BID BOND REQUIREMENTS

Each bidder shall submit with his electronic bid package, an electronic copy of the Bid Bond form using the “current version” of Standard Form 24 (SF24) with good and sufficient surety or sureties acceptable to the Government in the penal sum of twenty percent (20%) of the bid price or $3,000,000.00, whichever is lesser. In order to be considered an acceptable surety, a corporate surety must appear on the list contained in the Department of Treasury Circular 570, “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and Acceptable Reinsuring Companies”. The bid bond penalty may be expressed in terms of a percentage of the bid price or may be expressed in dollars and cents. A valid Power of Attorney for an individual acting as agent for surety shall accompany the bond.

FAILURE TO FURNISH A BID BOND OR A VALID POWER OF ATTORNEY, AS SPECIFIED, WITH BID

MAY RESULT IN REJECTION OF BID FOR NON-COMPLIANCE

*Standard Form 24 (Bid Bond) can be found on the GSA Forms website at https://www.gsa.gov/portal/forms/type/SF

Electronic signatures and electronic, mechanically-applied, or printed dates may be used and shall be considered original signatures and dates, without regard to the order in which they are affixed.

00 21 00 – 8 CERTIFIED OR CASHIER’S CHECKS, BANK DRAFTS, MONEY ORDERS OR CURRENCY

When a certified or cashier's check, bank draft, money order, or currency is furnished in lieu of furnishing a surety or sureties on a bond, the regular form of bond must be utilized and signed by the bidder. In the space provided for the insertion of the surety, a statement shall be made substantially as follows:

“In lieu of surety (Insert here a description of the negotiable instrument or currency. Description to include where appropriate, date and number of negotiable instrument, bank on which drawn and amount) was furnished. The (check, sum, etc.) was deposited with the Finance and Accounting Officer, of Engineers, Department of the Army, (insert address).”

An electronic copy of any certified or cashier’s check, bank draft, money order, or currency must be included in the electronic bid package.

In addition to the electronic copy, any certified or cashier’s check, bank draft, money order, or currency must be submitted in hard copy original to the address identified in Block 7 of the SF 1442. The hard copy must be identical to the electronic version submitted with the electronic bid package. Any differences in the electronic version and the hard copy versions may result in rejection of bid. Hard copy documents will be validated for acceptability as soon as possible after receipt.

00 21 00 – 9 LOCATION AND DESCRIPTION OF WORK

Location. The work is located at the Borough of Punxsutawney in Jefferson County, PA.

Description of Work. The work consists of repairing a concrete slab within Mahoning Creek and removal and disposal of accumulated sediment within the Mahoning Creek Channel.

00 21 00 – 10 ACCESS TO SITE

The site of the work may be reached from state highways and local roads and streets, as indicated on the drawings.

00 21 00 – 11 SCOPE OF EMPLOYMENT OF PROFESSIONAL REGISTRANTS

This project was designed by the Pittsburgh District of the U. S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.

00 21 00 – 12 MINIMUM RATES

The wage rates specified in these specifications represent the minimum rates to be paid on the work and are not intended to represent the actual rates that the Contractor may have to pay. The Government does not guarantee that a sufficient supply of qualified labor can be obtained at the minimum rates specified.

00 21 00 – 13 SITE INVESTIGATION BY THE CONTRACTOR

If the Contractor proposes to perform investigations at the site, including but not limited to exploratory drilling, digging test pits, trenching or sampling, such work shall conform to the following requirements:

a. The bidder shall provide evidence of insurance to the Contracting Officer as required by the provision entitled "Required Insurance" prior to entering the site.

b. The bidder shall provide notification to the point of contact given in the provision entitled "Inspection of

Site".

c. Upon completion of such investigation, the site shall be restored to its original contours and appropriate measures, including seeding and mulching, as required, shall be performed to prevent erosion and to the satisfaction of the Contracting Officer.

00 21 00 – 14 UNBALANCED BIDS

A Contractor's bid which is materially unbalanced will be deemed as nonresponsive and may be rejected.

00 21 00 – 15 AWARD

Award will be made as a whole to the lowest responsive and responsible bidder.

(End of Addendum)

The following have been deleted:

ADDENDUM TO SECTION 02 21 00

SECTION 00 45 00 - REPRESENTATIONS AND CERTIFICATIONS

52.204-24 REPRESENTATION REGARDING CERTAIN TELECOMMUNICATIONS AND VIDEO

SURVEILLANCE SERVICES OR EQUIPMENT (AUG 2020)

The Offeror shall not complete the representation at paragraph (d)(1) of this provision if the Offeror has represented that it "does not provide covered telecommunications equipment or services as a part of its offered products or services to the Government in the performance of any contract, subcontract, or other contractual instrument" in the provision at 52.204-26, Covered Telecommunications Equipment or Services--Representation, or in paragraph (v) of the provision at 52.212-3, Offeror Representations and Certifications-Commercial Items.

(a) Definitions. As used in this provision-

Backhaul, covered telecommunications equipment or services, critical technology, interconnection arrangements, reasonable inquiry, roaming, and substantial or essential component have the meanings provided in the clause 52.204-25, Prohibition on Contracting for Certain Telecommunications and Video Surveillance Services or Equipment.

(b) Prohibition.

(1) Section 889(a)(1)(A) of the John S. McCain National Defense Authorization Act for Fiscal Year 2019 (Pub. L.

115-232) prohibits the head of an executive agency on or after August 13, 2019, from procuring or obtaining, or extending or renewing a contract to procure or obtain, any equipment, system, or service that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system. Nothing in the prohibition shall be construed to--

(i) Prohibit the head of an executive agency from procuring with an entity to provide a service that connects to the facilities of a third-party, such as backhaul, roaming, or interconnection arrangements; or

(ii) Cover telecommunications equipment that cannot route or redirect user data traffic or cannot permit visibility into any user data or packets that such equipment transmits or otherwise handles.

(2) Section 889(a)(1)(B) of the John S. McCain National Defense Authorization Act for Fiscal Year 2019 (Pub. L.

115-232) prohibits the head of an executive agency on or after August 13, 2020, from entering into a contract or extending or renewing a contract with an entity that uses any equipment, system, or service that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system. This prohibition applies to the use of covered telecommunications equipment or services, regardless of whether that use is in performance of work under a Federal contract. Nothing in the prohibition shall be construed to--

(i) Prohibit the head of an executive agency from procuring with an entity to provide a service that connects to the facilities of a third-party, such as backhaul, roaming, or interconnection arrangements; or

(ii) Cover telecommunications equipment that cannot route or redirect user data traffic or cannot permit visibility into any user data or packets that such equipment transmits or otherwise handles.

(c) Procedures. The Offeror shall review the list of excluded parties in the System for Award Management (SAM) (https://www.sam.gov) for entities excluded from receiving federal awards for "covered telecommunications equipment or services."

(d) Representations. The Offeror represents that--

(1) It [ ] will, [ ] will not provide covered telecommunications equipment or services to the Government in the performance of any contract, subcontract or other contractual instrument resulting from this solicitation. The Offeror shall provide the additional disclosure information required at paragraph (e)(1) of this section if the Offeror responds "will" in paragraph (d)(1) of this section; and

(2) After conducting a reasonable inquiry, for purposes of this representation, the Offeror represents that--

It [ ] does, [ ] does not use covered telecommunications equipment or services, or use any equipment, system, or service that uses covered telecommunications equipment or services. The Offeror shall provide the additional disclosure information required at paragraph (e)(2) of this section if the Offeror responds "does" in paragraph (d)(2) of this section.

(e) Disclosures.

(1) Disclosure for the representation in paragraph (d)(1) of this provision. If the Offeror has responded "will" in the representation in paragraph (d)(1) of this provision, the Offeror shall provide the following information as part of the offer:

(i) For covered equipment--

(A) The entity that produced the covered telecommunications equipment (include entity name, unique entity identifier, CAGE code, and whether the entity was the original equipment manufacturer (OEM) or a distributor, if known);

(B) A description of all covered telecommunications equipment offered (include brand; model number, such as OEM number, manufacturer part number, or wholesaler number; and item description, as applicable); and

(C) Explanation of the proposed use of covered telecommunications equipment and any factors relevant to determining if such use would be permissible under the prohibition in paragraph (b)(1) of this provision.

(ii) For covered services--

(A) If the service is related to item maintenance: A description of all covered telecommunications services offered (include on the item being maintained: Brand; model number, such as OEM number, manufacturer part number, or wholesaler number; and item description, as applicable); or

(B) If not associated with maintenance, the Product Service Code (PSC) of the service being provided; and explanation of the proposed use of covered telecommunications services and any factors relevant to determining if such use would be permissible under the prohibition in paragraph (b)(1) of this provision.

(2) Disclosure for the representation in paragraph (d)(2) of this provision. If the Offeror has responded "does" in the representation in paragraph (d)(2) of this provision, the Offeror shall provide the following information as part of the offer:

(i) For covered equipment--

(A) The entity that produced the covered telecommunications equipment (include entity name, unique entity identifier, CAGE code, and whether the entity was the OEM or a distributor, if known);

(B) A description of all covered telecommunications equipment offered (include brand; model number, such as OEM number, manufacturer part number, or wholesaler number; and item description, as applicable); and

(C) Explanation of the proposed use of covered telecommunications equipment and any factors relevant to determining if such use would be permissible under the prohibition in paragraph (b)(2) of this provision.

(ii) For covered services--

(A) If the service is related to item maintenance: A description of all covered telecommunications services offered (include on the item being maintained: Brand; model number, such as OEM number, manufacturer part number, or wholesaler number; and item description, as applicable); or

(B) If not associated with maintenance, the PSC of the service being provided; and explanation of the proposed use of covered telecommunications services and any factors relevant to determining if such use would be permissible under the prohibition in paragraph (b)(2) of this provision.

(End of provision)

52.204-24 Representation Regarding Certain Telecommunications and

Video Surveillance Services or Equipment.

DEC 2019

SECTION 00 70 00 - CONDITIONS OF THE CONTRACT

The following have been added by reference:

52.204-25 Prohibition on Contracting for Certain Telecommunications and Video Surveillance Services or Equipment.

AUG 2020

52.204-25 Prohibition on Contracting for Certain Telecommunications and Video Surveillance Services or Equipment.

AUG 2019

SECTION 00 73 00 - SUPPLEMENTARY CONDITIONS

WAGE DETERMINATION

"General Decision Number: PA20200002 08/07/2020

Superseded General Decision Number: PA20190002

State: Pennsylvania

Construction Types: Heavy and Highway

Counties: Allegheny, Armstrong, Beaver, Bedford, Blair, Butler, Cambria, Cameron, Centre, Clarion, Clearfield, Clinton, Crawford, Elk, Erie, Fayette, Forest, Franklin, Fulton, Greene, Huntingdon, Indiana, Jefferson, Lawrence, McKean, Mercer, Mifflin, Potter, Somerset, Venango, Warren, Washington and Westmoreland Counties in Pennsylvania.

HEAVY AND HIGHWAY CONSTRUCTION PROJECTS (excluding sewer grouting projects and excluding sewage and water treatment plant projects)

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.80 for calendar year 2020 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.80 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2020. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/03/2020 1 01/24/2020 2 01/31/2020 3 02/07/2020 4 02/14/2020 5 02/28/2020 6 03/13/2020 7 04/10/2020 8 06/05/2020 9 06/19/2020 10 06/26/2020 11 07/03/2020 12 07/10/2020 13 07/24/2020 14 07/31/2020 15 08/07/2020

BOIL0013-005 03/01/2018

CENTRE, FRANKLIN, POTTER, CLINTON, FULTON, HUNTINDON AND

MIFFLIN COUNTIES

Rates Fringes

BOILERMAKER......................$ 45.89 33.39

BOIL0154-004 01/01/2017

ALLEGHENY, ARMSTRONG, BEAVER, BEDFORD, BLAIR, BUTLER, CAMBRIA,

CAMERON, CLARION, CLEARFIELD, CRAWFORD, ELK, FAYETTE, FOREST,

GREENE, INDIANA, JEFFERSON, LAWRENCE, MCKEAN, MERCER, SOMERSET,

VENANGO, WARREN, WASHINGTON AND WESTMORELAND COUNTIES

BOILERMAKER......................$ 40.90 27.27

BOIL0744-003 07/01/2008

ERIE COUNTY

BOILERMAKER......................$ 35.34 18.48

BRPA0005-033 05/01/2018

MIFFLIN COUNTY

Rates Fringes

Bricklayer, Stonemason...........$ 31.36 17.73

BRPA0005-046 05/01/2016

FRANKLIN COUNTY

Rates Fringes

Bricklayer, Stonemason...........$ 32.21 14.18

BRPA0005-071 05/01/2018

CLINTON COUNTY

Rates Fringes

BRICKLAYER.......................$ 33.16 16.31

BRPA0009-004 12/01/2018

BEDFORD, BLAIR,CAMBRIA, CENTRE COUNTY (Halfmoon, Houston, Patton, Rush,Taylor and Worth Townships),FULTON, HUNTINGDON, and SOMERSET COUNTIES

Bricklayer, Stonemason & Marble Setter....................$ 29.46 19.58

BRPA0009-006 06/01/2020

CLEARFIELD, FOREST, JEFFERSON, VENANGO, AND CLARION (Except Brady, Madison, Perry, Porter, Redbank, and Toby Townships)

COUNTIES

Bricklayer, Stonemason...........$ 31.35 20.76 Marble mason.....................$ 31.35 20.76

BRPA0009-023 06/01/2018

BEAVER COUNTY

BRICKLAYER.......................$ 30.16 21.41

BRPA0009-025 06/01/2019

BUTLER, LAWRENCE, AND MERCER COUNTIES

Rates Fringes

BRICKLAYER.......................$ 30.51 21.94

BRPA0009-032 06/01/2017

FAYETTE (Jefferson & Washington Twps), GREENE (Except Cumberland, Dunkirk, Greene, Monongahelia Twps), INDIANA, AND WESTMORELAND (Rostraver Twp) COUNTIES

BRICKLAYER.......................$ 31.00 20.66

BRPA0009-033 06/01/2020

ARMSTRONG, CLARION (Brady, Madison, Perry, Tobe, Porter, Redbank Twps), FAYETTE (Except Jefferson & Washington Twps), GREENE (Cumberland, Dunkirk, Greene, Monongahelia Twps), INDIANA, AND WESTMORELAND (Except Rostrave Twp) COUNTIES

BRICKLAYER.......................$ 33.65 22.56

BRPA0009-034 11/01/2019

ERIE COUNTY

Rates Fringes

BRICKLAYER.......................$ 28.64 21.86

BRPA0009-058 06/01/2020

ALLEGHENY, WASHINGTON (Cross Creek, Hanover, Jefferson, Mt Pleasant, Nottingham, Peters, Robinson, Smith, Union Twps)

BRICKLAYER.......................$ 34.05 22.81

BRPA0009-059 06/01/2020

CAMERON, ELK, McKEAN, POTTER AND WARREN COUNTIES

BRICKLAYER.......................$ 29.01 20.62

CARP0443-004 06/01/2020

Rates Fringes

MILLWRIGHT.......................$ 41.68 19.97

CARP2235-005 01/01/2019

Rates Fringes

PILEDRIVERMAN

Piledriverman (welder)......$ 35.25 19.30 Piledriverman...............$ 34.30 19.30

CARP2235-006 01/01/2019

Rates Fringes

Diver............................$ 51.45 19.30 Tender...........................$ 34.30 19.30

CARP2274-001 01/01/2020

Rates Fringes

CARPENTER (ALLEGHENY,

ARMSTRONG, BEAVER, BUTLER,

ERIE, FAYETTE, GREENE,

LAWRENCE, MERCER, WASHINGTON,

AND WESTMORELAND COUNTIES)

Carpenters (Welders)........$ 35.97 18.92 Carpenters..................$ 35.02 18.92

CARPENTER (BEDFORD, BLAIR,

CAMBRIA, CAMERON, CENTRE,

CLARION, CLINTON, CLEARFIELD,

CRAWFORD, ELK, FOREST,

FRANKLIN, FULTON, HUNTINGDON,

INDIANA, JEFFERSON, MCKEAN,

MIFFLIN, POTTER, SOMERSET,

VENANGO, AND WARREN COUNTIES)

Carpenters (Welders)........$ 35.72 18.92 Carpenters..................$ 34.77 18.92

ELEC0005-006 12/22/2019

ALLEGHENY, ARMSTRONG, BEDFORD, BLAIR, BUTLER CAMBRIA, CAMERON,

CENTRE (Remainder), CLARION, CLEARFIELD, ELK, FAYETTE, FULTON, GREENE, HUNTINGDON, INDIANA, JEFFERSON, MCKEAN, SOMERSET, VENANGO, WASHINGTON, AND WESTMORELAND COUNTIES

ELECTRICIAN......................$ 42.61 27.19

ELEC0056-004 06/01/2020

ERIE, FOREST AND WARREN COUNTIES

Rates Fringes

ELECTRICIAN......................$ 35.29 23.30

ELEC0126-005 06/01/2020

ALLEGHENY, ARMSTRONG, BEAVER, BEDFORD, BLAIR, CAMBRIA, CENTRE,

CLARION, CLEARFIELD, FAYETTE, FULTON, GREENE, HUNTINGDON,

INDIANA, JEFFERSON, SOMERSET, WASHINGTON AND WESTMORELAND

Line Construction:

Cable Splicer...............$ 48.51 31.25%+11.75 Groundman...................$ 29.10 31.25%+11.75 Lineman.....................$ 48.51 31.25%+11.75 Truck Driver................$ 31.53 31.25%+11.75 Winch Truck Operator........$ 33.96 31.25%+11.75

ELEC0126-007 06/01/2020

FRANKLIN AND MIFFLIN COUNTIES

Rates Fringes

Line Construction:

Cable Splicer...............$ 47.42 31.25%+11.75 Groundman...................$ 28.45 31.25%+11.75 Lineman.....................$ 47.42 31.25%+11.75 Truck Driver................$ 30.82 31.25%+11.75 Winch Truck Operator........$ 33.20 31.25%+11.75

ELEC0143-007 06/01/2020

FRANKLIN and MIFFLIN COUNTIES

Rates Fringes

ELECTRICIAN......................$ 32.50 24.90

ELEC0712-003 12/30/2019

CRAWFORD, BEAVER, LAWRENCE AND MERCER COUNTIES

ELECTRICIAN......................$ 40.55 24.96

ELEC0812-008 06/01/2020

CLINTON COUNTY

Rates Fringes

ELECTRICIAN......................$ 35.25 21.31

ELEC0812-009 06/01/2020

POTTER COUNTY

Rates Fringes

ELECTRICIAN......................$ 36.26 21.34

ELEC0812-011 06/01/2020

CENTRE COUNTY (Burnside, Curtin, Liberty, Howard, Marion, Walker, Miles, Haines Townships)

ELECTRICIAN......................$ 35.25 21.31

ELEC1319-004 01/01/2020

BUTLER, CAMERON, CLINTON, CRAWFORD, ELK, ERIE, FOREST,

LAWRENCE, MCKEAN, MERCER, VENANGO, WARREN AND POTTER COUNTIES

Line Construction:

Equipment Operator..........$ 57.49 20.91 Groundmen...................$ 35.64 12.34 Linemen.....................$ 57.49 24.41 Truck Driver................$ 37.37 12.46

ENGI0066-016 01/01/2020

Rates Fringes

Power equipment operators:

(ALLEGHENY, ARMSTRONG,

BEAVER, BLAIR, BUTLER,

CAMBRIA, CENTRE, CLARION,

CLEARFIELD, CRAWFORD, ERIE,

ELK, FAYETTE, GREENE,

INDIANA, JEFFERSON, LAWRENCE,

MCKEAN, MERCER, SOMERSET,

VENANGO, WARREN, WASHINGTON,

AND WESTMORELAND COUNTIES)

GROUP 1.....................$ 32.89 22.23

GROUP 1-A...................$ 35.89 22.23

GROUP 1-B...................$ 34.89 22.23

GROUP 2.....................$ 32.63 22.23

GROUP 3.....................$ 28.98 22.23

GROUP 4.....................$ 28.52 22.23

GROUP 5.....................$ 28.27 22.23

Power equipment operators:

(BEDFORD, CAMERON, CLINTON,

FOREST, FRANKLIN, FULTON,

HUNTINGDON, MIFFLIN, AND

POTTER COUNTIES)

GROUP 1.....................$ 32.60 22.23

GROUP 1-A...................$ 35.60 22.23

GROUP 1-B...................$ 34.60 22.23

GROUP 2.....................$ 32.32 22.23

GROUP 3.....................$ 28.68 22.23

GROUP 4.....................$ 28.19 22.23

GROUP 5.....................$ 27.98 22.23

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1 - Asphalt Paving Machine (Spreader), Autograde (C.M.I. and similar); Backfiller, Compactor with Blade, Backhoe - 360 and 180 degree Swing; Cableway; Caisson Drill (similar to Hugh Williams), Central Mix Plant; Cooling Plant; Concrete Paving Mixer, Concrete Pump (self-propelled); Cranes; Cranes (boom or mast over 101ft.$.50 per each additional 50 feet inclusive of jib), Cranes (Tower Stationary- Climbing Tower Crane); Derrick; Derrick Boat; Dozer(greater than 25,000 lbs.); Dragline; Dredge;

Dredge Hydraulic; Elevating Grader; Franki Pile Machine;

Gradall (remote control or otherwise),Grader (power-fine grade); Hllift (4 cy. and over); Hoist 2 Drums or more (in one unit); Hydraulic Boom Truck with pivotal cab (single motor-Pitman or similar), (Boom and Mast over 101 feet will be paid an additional 50 feet inclusive of jib if used;)

Kocal; Mechanic, Locomotive (std. Gauge); Metro-chip Harvester or similar; Milling Machine (Roto Mill or similar); Mix Mobile; Mix Mobile (with Self Loading Attachment), Mucking Machine (tunnel); Pile Driver Machine;

Pipe Extrusion Machine; Prespliter Drill (self contained);

Refrigeration Plant (soil Stablization) Rough Terrain Crane (25 ton over) (Boom and Mast over 101 feet will be paid an additional 50 feet inclusive of jib if used); Rough Terrain Crane (under 25 ton), Scrapers; Shovel-Power; Slip form Paver (C.M.I. and similar); Trenching Machine (30,000 lbs.

and over), Trenching Machine (under 30,000 lb.), Tunnell Machine (Mark XXI Jarva or similar), Vermeer Saw, Whirley, Mechanic, Compactor with blade

GROUP 1-A Backhoes-360 degree swing (above 120,000 lbs. gross weight); Cranes (over 100 tons), Cranes-Rough Terrain (over

100 ton)

GROUP 1-B Backhoes-360 degree swing (above 70,000 lbs. to 120,000 lbs. gross weight); Cranes (up to 100 ton), Cranes-Rough Terrain (65 ton-100 ton), Tower Crane

GROUP 2: Asphalt plant operator; auger (tractor mtd.); auger (truck mtd.); belt loader (euclid or similar); boring machine; cable placer or layer; Directional drill over 3,000 lbs thrust; concrete batch plant (electronically synchronized); concrete belt placer (C.M.I. and similar);

concrete finishing machine and spreader, concrete mixer (over 1 cy.) concrete pump (stationary); core drill (truck or skid mtd. - similar to penn drill), dozer (25,000 lbs or less); Ditch Witch Saw, force feedloader; fork lift (lull or similar); grader - power; grease unit opertor (head);

guard rail post driver (truck mounted) guard rail post driver (skid type); hilift (under 4 cy.); skid steer loader; hydraulic boom truck (non-pivotal cab); job work boat (powered), jumbo operator; locomotive (narrow guage);

minor equipment operator (accumulative four units); mucking machine; multi-head saw (groover); overhead crane; roller -power- asphalt; ross carrier; side boom or tractor mounted boom; shuttle buggy (asphalt), stone crusher (screening-washing plants); stone spreader (self propelled) truck mounted drill (davey or similar); welder and repairman; well point pump operator; bidwell concrete finishing machine (or similar).

GROUP 3: Broom Finisher (C.M.I. or similar);

Compactors/Rollers (static or vibratory (Self-propelled) on dirt or stone; Curb Builder; Minor Equipment Opertor (two or three units); Multi-head Tie Tamper; Pavement Breaker (self-propelled or ridden); Soil Stablizer Machine; Tire Repairman; Tractor (snaking and hauling); Well Driller and Horizontal: Winch or ""A"" Frame Truck (when hoisting and lowering).

GROUP 4: Ballast Regulator; Compressor; Concrete Mixer (1

cy. & under with skip); Concrete Saw (Ridden or selp-propelled); Conveyor; Elevator (Material hauling only); Fork-lift (Ridden or self-propelled); Form Line Machine; Generator; Groute Pump; Heater (Machinical); Hoist (single Drum); Ladavator, Light Plant; Mulching Machine;

Personnel Boat (Powered),…