W91236-18-B-0007-0001.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

W91236-18-B-0007 Craney Island Dredge Material Management Area Spillbox #4 Replacement Project, located in Portsmouth, Virginia is hereby Amended as follow s:

Please see continuation page for full breakout. Please acknow ledge all Amendments.

Please note that bid opening date has not been changed and remains 27 June 2018 at 2:00 PM EST.

Contracting POC: Stormie Wicks (757) 201.7215 Stormie.B.Wicks@usace.army.mil

1. CONTRACT ID CODE PAGE OF PAGES

J 1 16

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

16C. DATE SIGNED

BY 22-Jun-2018

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 W9123618B0007

X 9B. DATED (SEE ITEM 11)

23-May-2018

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

22-Jun-2018

CODE

USA ENGINEER DISTRICT, NORFOLK

803 FRONT STREET

NORFOLK VA 23510-1096

W91236 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9123618B0007

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SECTION 00 11 00 - SF 1442 AND CLIN SCHEDULE

SUMMARY OF CHANGES

SECTION 00 21 00 - INSTRUCTIONS, CONDITIONS & NOTICES TO OFFERORS

The following Delivery Schedule item for CLIN 0004 has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

210 dys. ADC 3,100 OPERATIONS SUPPORT SECT

MICHAEL ANDERSON

US ARMY ENGR DIST NORFOLK ATTN:

CENAO-TS-OO 8

TREET

NORFOLK VA 23510-1096

FOB: Destination

E4L8W50

To:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

210 dys. ADC 2,820 OPERATIONS SUPPORT SECT

MICHAEL ANDERSON

US ARMY ENGR DIST NORFOLK ATTN:

CENAO-TS-OO 8

TREET

NORFOLK VA 23510-1096

The following Delivery Schedule item for CLIN 0005 has been changed from:

CAGE

210 dys. ADC 2,100 OPERATIONS SUPPORT SECT

MICHAEL ANDERSON

US ARMY ENGR DIST NORFOLK ATTN:

CENAO-TS-OO 8

TREET

NORFOLK VA 23510-1096

CAGE

210 dys. ADC 2,005 OPERATIONS SUPPORT SECT

MICHAEL ANDERSON

US ARMY ENGR DIST NORFOLK ATTN:

CENAO-TS-OO 8

TREET

NORFOLK VA 23510-1096

The following Delivery Schedule item for CLIN 0006 has been changed from:

CAGE

210 dys. ADC 1,200 OPERATIONS SUPPORT SECT

MICHAEL ANDERSON

US ARMY ENGR DIST NORFOLK ATTN:

CENAO-TS-OO 8

TREET

NORFOLK VA 23510-1096

CAGE

210 dys. ADC 1,240 OPERATIONS SUPPORT SECT

MICHAEL ANDERSON

US ARMY ENGR DIST NORFOLK ATTN:

CENAO-TS-OO 8

TREET

NORFOLK VA 23510-1096

The following Delivery Schedule item for CLIN 0007 has been changed from:

CAGE

210 dys. ADC 8,700 OPERATIONS SUPPORT SECT

MICHAEL ANDERSON

US ARMY ENGR DIST NORFOLK ATTN:

CENAO-TS-OO 8

TREET

NORFOLK VA 23510-1096

210 dys. ADC 7,250 OPERATIONS SUPPORT SECT

MICHAEL ANDERSON

US ARMY ENGR DIST NORFOLK ATTN:

CENAO-TS-OO 8

TREET

NORFOLK VA 23510-1096

The following Delivery Schedule item for CLIN 0008 has been changed from:

CAGE

210 dys. ADC 2,700 OPERATIONS SUPPORT SECT

MICHAEL ANDERSON

US ARMY ENGR DIST NORFOLK ATTN:

CENAO-TS-OO 8

TREET

NORFOLK VA 23510-1096

CAGE

210 dys. ADC 8,480 OPERATIONS SUPPORT SECT

MICHAEL ANDERSON

US ARMY ENGR DIST NORFOLK ATTN:

CENAO-TS-OO 8

TREET

NORFOLK VA 23510-1096

The following Delivery Schedule item for CLIN 0009 has been changed from:

CAGE

210 dys. ADC 29,000 OPERATIONS SUPPORT SECT

MICHAEL ANDERSON

US ARMY ENGR DIST NORFOLK ATTN:

CENAO-TS-OO 8

TREET

NORFOLK VA 23510-1096

210 dys. ADC 7,370 OPERATIONS SUPPORT SECT

MICHAEL ANDERSON

US ARMY ENGR DIST NORFOLK ATTN:

CENAO-TS-OO 8

TREET

NORFOLK VA 23510-1096

The following have been added by full text:

AMENDMENT 0001

Amendment 0001:

W91236-18-B-0007 Craney Island Dredge Material Management Area Spillbox #4 Replacement Project, located in Portsmouth, Virginia is hereby modified as follows:

Please note that the Bid Opening date has not changed and remains 2:00 PM EST 27 June 2018. Please acknowledge all Amendments.

AMENDMENTS TO SOLICITATION AND SPECIFICATIONS

1. Spillbox Drawing #13 – DISCHARGE PIPE EXCAVATION AND PIPE DETAILS.

Pipe Spacing Detail H is revised.

DELETE existing drawing #13.

REPLACE with revised drawing #13 provided in this Amendment.

2. Spillbox Drawing #14 – SPILLBOX FOUNDATION AND ACCESS ROAD DETAIL.

Detail F is revised.

DELETE existing drawing #14 REPLACE with revised drawing #14 provided in this Amendment.

3. Specification 05 50 13 – MISCELLANEOUS METAL FABRICATIONS.

Spillbox access gangway is added to this Specification.

DELETE the entire existing specification 05 50 13 Miscellaneous Metal Fabrications REPLACE with revised specification 05 50 13 Miscellaneous Metal Fabrications provided in this Amendment.

4. Specification 01 11 00 – SUMMARY OF WORK.

Revise paragraphs 1.2.3.4.e and 1.2.3.5 by replacing the words “steel” access gangway with the words “aluminum” access gangway.

DELETE the word “steel” in paragraphs 1.2.3.4.e and 1.2.3.5

REPLACE with the word “aluminum” in paragraphs 1.2.3.4.e and 1.2.3.5.

5. Specification 01 33 00 – SUBMITTAL PROCEDURES.

Revise specification attachment entitled “Submittal Register” to include a listing for Shop Drawings for the aluminum access gangway.

DELETE the existing Submittal Register REPLACE with a revised Submittal Register provided in this Amendment.

6. SOLICITATION – SECTION 01 11 00 – SF 1442 and CLIN SCHEDULE Replace original CLIN Schedule with a revised CLIN Schedule due to changes in quantities for unit price CLINs.

DELETE the entire CLIN Schedule included in the Solicitation REPLACE with the revised CLIN Schedule provided in this Amendment.

ProjNet Bidder Inquiries and Government Responses:

1. Bidder Inquiry ID: 7511175 A. Can there be provided a quantify number of how much fill is needed to be removed or there be provided cross sections to be calculated out for removal?

B. Can contractors be allowed to re-visit the site since there is a massive amount of fill to be moved?

Responses to Bidder Inquiry ID: 7511175 A. Excavation/backfill volumes will depend on whether contractor chooses to lay-back and/or use shoring to either remove the existing pipes or install the new pipes. Cross-sections and elevation drawings are included in the solicitation for your calculations.

B. A second site visit is not needed as contractor can use the information in the drawings for their calculations.

2. Bidder Inquiry ID: 7519169 Specifications Section 01 11 00 General Requirements - Page 6 Sections 1.2.3.4 (e) and 1.2.3.5 state that access gangway is steel; the plans page S-502 "Gangway Notes" state gangway is aluminum. Please verify which components of the gangway are aluminum or steel.

Responses to Bidder Inquiry ID: 7519169 The drawings are correct in that the entire gangway is aluminum. There is a steel baseplate for the rollers. The specifications will be revised by amendment accordingly.

3. Bidder Inquiry ID: 7519656 Will the contractor be responsible for any dirt excavation in the existing spillbox to be demolished?

Responses to Bidder Inquiry ID: 7519656 The contractor is responsible for all excavation required in the drawings including the removal of the existing pipeline and partial demolition work on the existing spillbox.

4. Bidder Inquiry ID: 7519665 It is assumed that the existing emergency closure gate can be accessed from the interior of the existing spillbox. If not, can the contractor pour concrete against dirt inside of the spillbox from the exterior dike side?

Responses to Bidder Inquiry ID: 7519665 As noted in drawing 6, use alternate method of concrete formwork if gates cannot be used. Any other alternate methods must be approved by the Contracting Officer.

5. Bidder Inquiry ID: 7519675 The bid package calls for 210 Calendar Days or around 7 months to complete the entirety of this project. Due to the nature of this work, more time will be needed complete the project.

Responses to Bidder Inquiry ID: 7519675 As noted in the specifications, the 7 month time limit is based on the partial demolition of existing Spillbox #4 and the construction of new Spillbox #4 as being worked CONCURRENTLY. Existing Spillbox #4 is no longer functional and may be partially demolished at any time within the contract schedule.

6. Bidder Inquiry ID: 7519679 Sheet 6, Note 2 of the drawings says to "install all weir boards to a level equal to the top of steel." From the site visit, it seems as if all the weir board are already installed in the existing spillway. Does the contractor still need install these boards?

Responses to Bidder Inquiry ID: 7519679 Contractor shall furnish and install weir boards to the top of the steel frame on the pond side.

7. Bidder Inquiry ID: 7519682 How many weir board does the contractor still need to install in the existing spillway? What are the dimensions of the weir boards in the existing spillway?

Responses to Bidder Inquiry ID: 7519682 Contractor shall furnish and install 5 feet of weir boards to the top of the steel frame on the pond side. Weir board dimensions are nominally 4” x 6”.

8. Bidder Inquiry ID: 7519684 Are the weir boards in the existing spillway designed to keep fill from collapsing into the spillway's interior?

Responses to Bidder Inquiry ID: 7519684 Weir boards are used to keep pond sediment and water from entering the interior of the spillbox.

9. Bidder Inquiry ID: 7519687 Will the Army Corps furnish the weir boards to be installed in the existing spillway to be filled?

Responses to Bidder Inquiry ID: 7519687 No, contractor shall furnish and install weir boards in the existing spillway.

10. Bidder Inquiry ID: 7519689 What is the access road's base elevation in relation to the surrounding contours on which it is installed?

Responses to Bidder Inquiry ID: 7519689 See revised drawing 14 for access road elevations which will be provided in the contract amendment.

11. Bidder Inquiry ID: 7519691

How much settlement of fill is expected from the installation of the access road by the new spillbox?

Responses to Bidder Inquiry ID: 7519691 The amount of settlement is unknown due variable site conditions, however it is expected to be on the order of 6’ to 10’ while under construction.

12. Bidder Inquiry ID: 7519692 The specification calls for backfill to be placed around the new spillbox after concrete has cured for 7 days. Should final elevation of this backfill match the ground elevation of the surrounding area?

Responses to Bidder Inquiry ID: 7519692 Per the specifications, the fill should be added around the edges of the concrete foundation slab up to the top of concrete. Either impervious or select fill should be used.

13. Bidder Inquiry ID: 7519697 If impervious fill cannot be used as backfill around the new spillbox, can select fill be used as backfill?

Responses to Bidder Inquiry ID: 7519697 Either impervious or select fill may be used around the new spillbox.

14. Bidder Inquiry ID: 7519699 Bid Item 0007 calls for the purchase and installation of 8700 Tons of VDOT #57 Stone. Please verify calculations on quantity.

Responses to Bidder Inquiry ID: 7519699 All unit price volumes for stone and structural fill have been revised. See revised CLIN schedule included in the solicitation amendment.

15. Bidder Inquiry ID: 7519704 Is the majority of the 2700 Tons of #21A in Bid Item 0008 under the concrete slab for the new spillbox? There does not seem to be sufficient quantity Responses to Bidder Inquiry ID: 7519704 All unit price volumes for stone and structural fill have been revised. See revised CLIN schedule included in the solicitation amendment.

16. Bidder Inquiry ID: 7519706 Does the "road base" part in the Bid Item 0008 include both the access road and the perimeter road? Please clarify.

Responses to Bidder Inquiry ID: 7519706 Yes, as per the drawings, bid item #0008 for VDOT #21A aggregate is for installation at both roads.

17. Bidder Inquiry ID: 7519708 Bid Item 0009 calls for the purchase and installation of 29,000 CY of Structural Fill. Is the majority of this fill to be installed in Section 1 as per Sheet 9 for filling in the grade that the perimeter road is to be reinstalled?

Responses to Bidder Inquiry ID: 7519708 See drawings 9, 10 and 13 for types and locations of fill for the new pipeline.

All unit price volumes for stone and structural fill have been revised. See revised CLIN schedule included in the solicitation amendment.

18. Bidder Inquiry ID: 7519709 Is the majority of the 29,000 CY of Structural Fill as per Bid Item 0009 to be purchased and installed in the 30' "access road" that runs parallel to the new spillbox?

Responses to Bidder Inquiry ID: 7519709 See drawing 14 for information on the new 30’ access road.

All unit price volumes for stone and structural fill have been revised. See revised CLIN schedule included in the solicitation amendment.

19. Bidder Inquiry ID: 7519711 Does Structural Fill have to be obtained from an offsite facility?

Responses to Bidder Inquiry ID: 7519711 Yes, structural fill must be obtained from an offsite facility

20. Bidder Inquiry ID: 7519713 Can Structural Fill be on site borrow material from Craney Island?

Responses to Bidder Inquiry ID: 7519713 No, structural fill must be obtained from an offsite facility.

21. Bidder Inquiry ID: 7519714 Is there is sufficient fill on site to complete this project?

Responses to Bidder Inquiry ID: 7519714 Yes, except for structural fill, all other fill shall be obtained on-site.

22. Bidder Inquiry ID: 7519716 How much existing material needs to be removed around the new spillway?

Responses to Bidder Inquiry ID: 7519716 The amount of material to be removed around the new spillway will be as required to meet drawing requirements and will depend on the contractor’s choice of means and methods.

23. Bidder Inquiry ID: 7519726 Does the contractor need to haul their excavation or can contractor reuse it for backfill?

Responses to Bidder Inquiry ID: 7519726 Excavated material can only be re-used if it meets the requirements for impervious fill or select fill and can be placed as specified by the drawings. Otherwise, excavated materials shall be disposed of as directed by the Contracting Officer

SECTION 00 73 00 - SPECIAL CONTRACT REQUIREMENTS

The following have been modified:

1. DEPARTMENT OF LABOR WAGE DECISION (CONSTRUCTION)

Any contract awarded as a result of this solicitation will be subject to the U.S. Department of Labor Wage Decision(s) Number VA180055 05/18/2018 VA55

2. REQUIRED INSURANCE

The contractor shall procure and maintain during the entire period of performance under this contract, the following minimum insurance:

TYPE AMOUNT

Workers Compensation As required by State law Employer's Liability $100,000 per person General Liability $500,000 per occurrence

Motor Vehicle Liability (for each motor vehicle):

Bodily injury or death $200,000 per person $500,000 per occurrence Property damage $20,000 per occurrence

Prior to commencement of work hereunder, the contractor shall furnish to the Contracting Officer a certificate or written statement of the above required insurance. The policies evidencing required insurance shall contain an endorsement to the effect that cancellation or any material change in the policies adversely affecting the interests of the Government in such insurance shall not be effective for such period as may be prescribed by the laws of the State in which this contract is to be performed and in no event less than 30 days after written notice thereof to the Contracting Officer.

3. PERFORMANCE OF WORK BY CONTRACTOR

Offeror's attention is directed to FAR 52.236-1, "Performance of Work by Contractor." Contractor is required to furnish a description of the work which will be performed by his own organization, (e.g., earthwork, paving, etc.), the percentage of the total work this represents, and the estimated cost thereof. Such description of work to be performed by the contractor's own organization shall be provided to the Contracting Officer within 10 days of contract award.

4. PERFORMANCE EVALUATION OF CONTRACTOR

As a minimum, the Contractor's performance will be evaluated upon final acceptance of the work. However, interim evaluations may be prepared at any time during contract performance when determined to be in the best interest of the Government. The format for the evaluation will be DD Form 2626, and the Contractor will be rated either "Outstanding," "Satisfactory," or "Unsatisfactory" in the areas of Contractor Quality Control, Timely Performance, Effectiveness of Management, Compliance with Labor Standards, and Compliance with Safety Standards. The Contractor will be advised on any unsatisfactory rating, either in an individual element or in the overall rating, prior to completing the evaluation; all contractor comments will be made a part of the official record. In compliance with DOD FAR Supplement 236.201, Performance Evaluation Reports will be available to all DOD Contracting Offices for their future use in determining contractor responsibility.

Agencies shall monitor their compliance with the past performance evaluation requirements (see 42.1502), and use the Contractor Performance Assessment Reporting System (CPARS) and Past Performance Information Retrieval System (PPIRS) metric tools to measure the quality and timely reporting of past performance information.

Past performance information shall be entered into CPARS, the Government wide evaluation reporting tool for all past performance reports on contracts and orders. Instructions for submitting evaluations into CPARS are available at http://www.cpars.gov/.

5. LOCATION OF SITE ON A GOVERNMENT RESERVATION

The site of the work is on a government reservation and all rules and regulations issued by the Commanding Officer covering general safety, security, and sanitary requirements, etc., shall be observed by the contractor.

6. ACCIDENT PREVENTION PLAN

In accordance with the clause entitled "Accident Prevention," the contractor will not be allowed to commence work on the job site until an acceptable accident prevention plan has been submitted. The contractor will receive official notification of the acceptance of his accident prevention plan.

7. IDENTIFICATION OF CORRESPONDENCE

All correspondence and data submitted by the contractor under this contract shall reference the contract number.

SECTION 00 73 10 - SUPPLEMENTAL CONTRACT REQUIREMENTS

CLIN 0004

The pricing detail quantity has decreased by 280.00 from 3,100.00 to 2,820.00.

CLIN 0005

The pricing detail quantity has decreased by 95.00 from 2,100.00 to 2,005.00.

CLIN 0006

The pricing detail quantity has increased by 40.00 from 1,200.00 to 1,240.00.

CLIN 0007

The pricing detail quantity has decreased by 1,450.00 from 8,700.00 to 7,250.00.

CLIN 0008

The pricing detail quantity has increased by 5,780.00 from 2,700.00 to 8,480.00.

CLIN 0009

The pricing detail quantity has decreased by 21,630.00 from 29,000.00 to 7,370.00.

SECTION 00 73 46 - WAGE DETERMINATION SCHEDULE

The following have been modified:

WAGE DETERMINATION

General Decision Number: VA180055 05/18/2018 VA55

Superseded General Decision Number: VA20170055

State: Virginia

Construction Types: Heavy (Heavy and Sewer and Water Line)

County: Portsmouth* County in Virginia.

*INDEPENDENT CITY

HEAVY CONSTRUCTION PROJECTS (Including Sewer and Water Lines)

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.35 for calendar year 2018 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 $10.35 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 2018. 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 01/05/2018 1 01/12/2018 2 05/18/2018

ELEC0080-006 06/01/2016

Rates Fringes

ELECTRICIAN......................$ 27.49 14.67%+5.55+a

a. Workmen shall take off 2 hours with pay, at the discretion of the employer, on State and National Election days;

Tuesday following the first Monday in November, provided they are qualified and vote.

IRON0079-007 05/01/2017

Rates Fringes

IRONWORKER, STRUCTURAL...........$ 25.50 14.80

* PLUM0110-002 11/01/2017

Rates Fringes

PLUMBER/PIPEFITTER...............$ 27.727 16.03

SUVA2010-056 09/03/2010

Rates Fringes

CARPENTER........................$ 21.57 3.74

CEMENT MASON/CONCRETE FINISHER...$ 19.00 3.83

FORM WORKER......................$ 17.00

IRONWORKER, REINFORCING..........$ 22.45 11.85

LABORERS

Common or General...........$ 15.00 0.69 Flagger.....................$ 7.39 0.20 Landscape...................$ 10.00 Pipelayer...................$ 13.88 1.32

POWER EQUIPMENT OPERATOR:

Backhoe.....................$ 17.61 2.57 Bobcat/Skid Loader..........$ 11.40 Bulldozer...................$ 42.50 1.47 Crane, All Types............$ 23.38 Excavator...................$ 19.27 7.28 Loader......................$ 15.00 1.75 Mechanic....................$ 26.78 6.32 Trackhoe....................$ 12.75 1.24 Tugboat.....................$ 19.00

TRUCK DRIVER, Includes All Dump Trucks......................$ 14.33 3.58

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors 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, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses

(29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

(End of Summary of Changes)

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Craney Island - Spillbox #4 Replacement (FY17) CISB4FY17

SECTION 05 50 13 Page 2

SECTION 05 50 13

MISCELLANEOUS METAL FABRICATIONS

05/10

PART 1 GENERAL

1.1 SUMMARY

This SECTION defines the terms and requirements for galvanized steel floor gratings used in the construction of new Spillbox #4, as well as any other miscellaneous steel fabrications required in the contract documents and not covered by other sections. This section also includes the aluminum spillbox access gangway and associated steel base.

1.2 LUMP SUM PRICE

1.2.1 Steel Floor Gratings and Aluminum Gangway

1.2.1.1 Payment

Payment will be made under CLIN 0003 CONSTRUCTION OF NEW SPILLBOX #4 for costs associated with "Steel Floor Gratings", which includes full compensation for furnishing all materials, labor, equipment, and incidentals necessary to complete the work as shown on the drawings and as specified herein. Lump sum payment will be exclusive of those items specifically covered by the unit prices referenced in other sections of this contract, such as backfill and stone. The lump sum payment items include, but are not limited to steel shapes, fasteners, accessories, fabrication of grating from shapes, hot dip galvanizing, installation, quality control, and quality assurance.

Also included under CLIN 0003 CONSTRUCTION OF NEW SPILLBOX #4 are all costs associated with fabrication and installation of the “Aluminum Gangway” which includes the steel base plate.

1.2.1.2 Unit of Measure

Unit of measure: lump sum.

1.3 REFERENCES

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

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 303 (2016) Code of Standard Practice for Steel

Buildings and Bridges

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2015; Errata 1 2015; Errata 2 2016) Structural Welding Code – Steel

ASTM INTERNATIONAL (ASTM)

SECTION 05 50 13 Page 3

ASTM A123/A123M (2013) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

ASTM A153/A153M (2016) Standard Specification for Zinc

Coating (Hot-Dip) on Iron and Steel Hardware

ASTM A36/A36M (2014) Standard Specification for Carbon

Structural Steel

ASTM A653/A653M (2015; E 2016) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM A780/A780M (2009; R 2015) Standard Practice for

Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings

ASTM A924/A924M (2016a) Standard Specification for General

Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process

NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM)

NAAMM MBG 531 (2009) Metal Bar Grating Manual

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC SP 3 (1982; E 2004) Power Tool Cleaning

SSPC SP 6/NACE No.3 (2007) Commercial Blast Cleaning

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Spillbox Gangway, Shop Drawings; G

Floor Gratings, Installation Drawings; G

Submit fabrication drawings showing layout(s), connections to structural system, and anchoring details as specified in AISC 303.

Submit templates, erection and installation drawings indicating thickness, type, grade, class of metal, and dimensions. Show construction details, reinforcement, anchorage, and installation with relation to the building construction.

SECTION 05 50 13 Page 4

SD-03 Product Data

Floor Gratings

1.5 QUALIFICATION OF WELDERS

Qualify welders in accordance with AWS D1.1/D1.1M. Use procedures, materials, and equipment of the type required for the work.

1.6 DELIVERY, STORAGE, AND PROTECTION

Protect from corrosion, deformation, and other types of damage. Store items in an enclosed area free from contact with soil and weather. Remove and replace damaged items with new items.

PART 2 PRODUCTS

2.1 MATERIALS

2.1.1 Structural Carbon Steel

ASTM A36/A36M.

2.1.2 Gratings

c. Steel bar type grating NAAMM MBG 531.

2.2 FABRICATION FINISHES

2.2.1 Galvanizing

Hot-dip galvanize items specified to be zinc-coated, after fabrication where practicable. Galvanizing: ASTM A123/A123M, ASTM A153/A153M, ASTM A653/A653M or ASTM A924/A924M, G90, as applicable.

2.2.2 Galvanize

Steel bar gratings, grating fasteners, washers, and parts or devices necessary for proper installation, unless indicated otherwise.

2.2.3 Repair of Zinc-Coated Surfaces

Repair damaged surfaces with galvanizing repair method and paint conforming to ASTM A780/A780M or by application of stick or thick paste material specifically designed for repair of galvanizing, as approved by Contracting Officer. Clean areas to be repaired and remove slag from welds. Heat surfaces to which stick or paste material is applied, with a torch to a temperature sufficient to melt the metallics in stick or paste; spread molten material uniformly over surfaces to be coated and wipe off excess material.

2.2.4 Shop Cleaning and Painting

2.2.4.1 Surface Preparation

Blast clean surfaces in accordance with SSPC SP 6/NACE No.3. Surfaces that will be exposed in spaces above ceiling or in attic spaces, crawl spaces, furred spaces, and chases may be cleaned in accordance with SSPC SP 3 in

SECTION 05 50 13 Page 5 lieu of being blast cleaned. Wash cleaned surfaces which become contaminated with rust, dirt, oil, grease, or other contaminants with solvents until thoroughly clean.

2.3 FLOOR GRATINGS

Design steel grating in accordance with NAAMM MBG 531 for bar type grating or manufacturer's charts for plank grating. Galvanize steel floor gratings.

a. Design floor gratings to support a live load as indicated on contract drawings for the spans indicated, with maximum deflection of L/240.

b. NAAMM MBG 531, band edges of grating with bars of the same size as the bearing bars. Weld banding in accordance with the manufacturer's standard for trim. Design tops of bearing bars, cross or intermediate bars to be in the same plane and match grating finish.

--or--

NAAMM MBG 531, band ends of gratings with bars of the same or greater thickness than the metal used for grating. Weld banding bars to the bearing bars or channels at least every fourth bar or channel and in every corner. Tack weld intervening bars or channels. Band diagonal or round cuts by welding bars of the same or greater thickness metal used for grating in accordance with the manufacturer's standard for trim.

c. Anchor gratings to structural members with bolts, toggle bolts, or expansion shields and bolts.

d. Slip resistance requirements must exceed both wet and dry a static coefficient of friction of 0.5.

2.4 ALUMINUM GANGWAY

Furnish and install aluminum gangway and associated steel base plate as per drawings. Gangway should support a live load of 50 PSF with maximum point loads of 500 pounds on 1 foot square for the spans indicated with a maximum deflection of L/180.

PART 3 EXECUTION

3.1 GENERAL INSTALLATION REQUIREMENTS

Install items at locations indicated, according to manufacturer's instructions. Verify all measurements and take all field measurements necessary before fabrication. Exposed fastenings shall be compatible materials, shall generally match in color and finish, and harmonize with the material to which fastenings are applied. Include materials and parts necessary to complete each item, even though such work is not definitely shown or specified. Poor matching of holes for fasteners shall be cause for rejection. Conceal fastenings where practicable. Thickness of metal and details of assembly and supports shall provide strength and stiffness.

Form joints exposed to the weather shall be formed to exclude water. Items listed below require additional procedures.

SECTION 05 50 13 Page 6

3.2 WORKMANSHIP

Provide miscellaneous metalwork that is well formed to shape and size, with sharp lines and angles and true curves. Drilling and punching shall produce clean true lines and surfaces. Provide continuous welding along the entire area of contact except where tack welding is permitted. Do not tack weld exposed connections of work in place and ground smooth. Provide a smooth finish on exposed surfaces of work in place and unless otherwise approved, flush exposed riveting. Mill joints where tight fits are required. Corner joints shall be coped or mitered, well formed, and in true alignment. Accurately set work to established lines and elevations and securely fastened in place. Install in accordance with manufacturer's installation instructions and approved drawings, cuts, and details.

3.3 ANCHORAGE, FASTENINGS, AND CONNECTIONS

Provide anchorage where necessary for fastening miscellaneous metal items securely in place. Include for anchorage not otherwise specified or indicated slotted inserts, expansion shields, and powder-driven fasteners, when approved for concrete; toggle bolts and through bolts for masonry; machine and carriage bolts for steel; through bolts, lag bolts, and screws for wood. Do not use wood plugs in any material. Provide non-ferrous attachments for non-ferrous metal. Make exposed fastenings of compatible materials, generally matching in color and finish, to which fastenings are applied. Conceal fastenings where practicable.

3.4 WELDING

Perform welding, welding inspection, and corrective welding, in accordance with AWS D1.1/D1.1M. Use continuous welds on all exposed connections.

Grind visible welds smooth in the finished installation.

3.5 FINISHES

3.5.1 Field Preparation

Surfaces, when assembled, shall be free of rust, grease, dirt and other foreign matter.

3.5.2 Environmental Conditions

Do not clean or paint surface when damp or exposed to foggy or rainy weather, when metallic surface temperature is less than 5 degrees F above the dew point of the surrounding air, or when surface temperature is below 45 degrees F or over 95 degrees F, unless approved by the Contracting Officer.

-- End of Section --

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