AMENDMENT_05.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

DESIGN-BUILD (DB) / DESIGN-BID-BUILD (DBB), INDEFINITE DELIVERY/INDEFINITE QUANTITY (IDIQ) 8(a) MULTIPLE AWARD CONSTRUCTION CONTRACT (MACC) FOR NEW CONSTRUCTION, RENOVATION, ALTERATION, AND REPAIRS FOR GENERAL CONSTRUCTION PROJECTS LOCATED AT NORFOLK NAVAL SHIPYARD, NAVAL SUPPORT ACTIVITY & NAVAL MEDICAL CENTER, PORTSMOUTH, VIRGINIA.

The purpose of this amendment is to provide the follow ing:

1. Proposal Due Date has been extended to: Thursday, October 4, 2018 @ 1400 local time

2. Updated Wage Determination

3. Pre Proposal Inquiries (PPIs) Responses 18-45

See SF30 BLOCK 14 CONTINUATION PAGE

1. CONTRACT ID CODE PAGE OF PAGES

J 1 12

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

16C. DATE SIGNED

BY 18-Sep-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 N4008518R1108

X 9B. DATED (SEE ITEM 11)

19-Jul-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 X is extended, is not extended.

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

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

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

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

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

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

6. ISSUED BY

3. EFFECTIVE DATE

18-Sep-2018

CODE

NAVFAC MID ATLANTIC

ACQUISITION CORE

9324 VIRGINIA AVENUE

NORFOLK VA 23511-3095

N40085 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N4008518R1108

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMENDMENT 0005

The purpose of this Amendment is to provide the following:

1. Proposal Due Date extension

2. Updated Wage Determination

3. Pre Proposal Inquiries Responses to 18-45

1. Proposal Due Date has been extended to: Thursday, October 4, 2018 @1400 local time.

2. Updated Wage Determination

General Decision Number: VA180172 08/31/2018 VA172

Superseded General Decision Number: VA20170172

State: Virginia

Construction Type: Building

County: Portsmouth* County in Virginia.

* INDEPENDENT CITY OF PORTSMOUTH

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

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 02/16/2018 3 05/18/2018 4 06/22/2018 5 08/31/2018

ASBE0024-006 10/01/2017

Rates Fringes

ASBESTOS WORKER/HEAT & FROST

INSULATOR - MECHANICAL (Duct, Pipe & Mechanical System Insulation)......................$ 35.13 16.22

BOIL0045-003 01/01/2017

Rates Fringes

BOILERMAKER......................$ 32.72 25.26

BRVA0008-001 02/01/2018

Rates Fringes

BRICKLAYER.......................$ 20.59 8.13

* ELEC0080-010 06/01/2018

Rates Fringes

ELECTRICIAN (Includes Low Voltage Wiring and Alarm Installation)....................$ 27.94 12.56%+6.95+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.

ELEV0052-005 01/01/2018

Rates Fringes

ELEVATOR MECHANIC................$ 40.06 32.645+a+b

a. PAID HOLIDAYS: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day and Christmas Day.

b. VACATIONS: 6% men under 5 years based on regular hourly rate and 8% men over 5 years based on regular hourly rate for all hours worked.

ENGI0147-019 11/01/2013

Rates Fringes

POWER EQUIPMENT OPERATOR

Cranes 90 tons & over capacity; Tower & Climbing Cranes with Controls 100

ft. above ground............$ 28.30 8.69%+8.15 Cranes under 90 tons........$ 27.38 8.69%+8.15

IRON0079-012 05/01/2017

Rates Fringes

IRONWORKER, STRUCTURAL AND

ORNAMENTAL.......................$ 25.50 14.80

IRON0079-013 05/01/2017

Rates Fringes

IRONWORKER, RIGGER...............$ 25.50 14.80

PLUM0110-008 11/01/2017

Rates Fringes

PIPEFITTER (Includes HVAC Pipe, Unit and Temperature Controls Installations)..........$ 27.72 16.03

PLUMBER..........................$ 27.72 16.03

SUVA2013-045 01/11/2016

Rates Fringes

CARPENTER, Includes Acoustical Ceiling Installation, Drywall Hanging, and Form Work...........$ 17.00 0.00

CAULKER..........................$ 18.49 1.33

CEMENT MASON/CONCRETE FINISHER...$ 17.48 0.00

GLAZIER..........................$ 19.36 4.68

IRONWORKER, REINFORCING..........$ 27.18 4.13

LABORER: Mason Tender - Brick...$ 13.48 3.27

LABORER: Mason Tender - Cement/Concrete..................$ 12.96 3.12

LABORER: Common or General, Including Demolition and Pipelaying.......................$ 12.06 2.49

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 20.69 1.35

OPERATOR: Bobcat/Skid Steer/Skid Loader................$ 18.95 4.03

OPERATOR: Bulldozer.............$ 18.07 3.50

OPERATOR: Forklift..............$ 19.40 7.00

OPERATOR: Loader................$ 21.28 3.17

OPERATOR: Roller................$ 16.25 4.88

PAINTER (Brush and Roller).......$ 16.87 0.00

PAINTER: Spray..................$ 18.10 5.43

ROOFER...........................$ 18.40 2.31

SHEET METAL WORKER, Includes HVAC Duct Installation...........$ 19.24 2.80

SPRINKLER FITTER (Fire Sprinklers)......................$ 18.91 4.67

TILE FINISHER....................$ 23.40 0.00

TILE SETTER......................$ 27.80 10.25

TRUCK DRIVER: Dump Truck........$ 15.50 0.75

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

3. Pre Proposal Inquiries Responses to 18-45

PPI#

Reference Question

Government Response Page/Dwg

Section Paragraph

18 N/A Please provide a copy of the site visit attendee sign-in sheet.

See Amendment 04

19 E102

The 1st Floor Plan on Sheet E102 indicates that we are to core a hole through the 2nd floor slab to route the photocell conduit through. Can you advise what the 2nd floor slab consists of and how thick (i.e. 5" concrete slab on metal deck)?

Refer to 1991 and 1993 Reference Drawings for information regarding existing conditions at Bldg. 269.

Note: government does not guaranty the accuracy of these drawings.

20 S001 Will one of the helical piles be required to be tested? If so, can you specify which pile is the "test pile"?

A test pile will not be required.

Please post the list of attendees from the site visit.

See Amendment 04

Is a construction schedule and schedule of prices required with our bid submission?

No, construction schedule and schedule of prices are not required until project is awarded.

23 G-001 General Notes

G6

Please note that G6 states that an environmental report has not been produced and the contractor is to assume that all paint coatings contain lead. For bidding purposes, please provide a quantity of lead paint to be removed.

Refer to contract drawings and specs for the amount of and methods for addressing existing lead based coatings. Note not all lead paint require removal.

24 G-001 General Notes

G6

Please note that G6 states any material that is suspected of containing asbestos shall be tested by the contractor. Please verify that the base bid will not include any asbestos abatement. If it is to include asbestos abatement, please provide a quantity.

A minimum of 10 tests for ACM is included in the project however removal of ACM is not. Please note that section 02 82 16.00 22 has been provided in case ACM are encountered.

25 G-001 General Notes

G6

Please verify the locations of the test. Will the contractor need to provide any equipment to access any of the test locations?

The government is not aware of the presence of ACM in the work areas and therefore cannot provide locations.

26 6 011400.0 0 22

1.3.7

Please verify that the government will be responsible for protection of their own furniture/equipment. If not, please provide a list of items that are to be protected and sizes of those items in order to price the proper protection.

Refer to specifications for requirements related to the protection of existing items to remain in and around the work areas. Sections 01 14 00.00 22, 01 50 00.00 22, 02 41 00 00 22 and others have contain such requirements. Per General Note B on sht. A-101 the government shall relocate existing furnishings from the work areas.

27 C-501 Please verify that all pipe to be cased is 4" dia. As C1 on C-501 shows a table that includes 4" and 6" pipe.

For bidding purposes, assume that only 4" diameter pipe will be cased.

28 S-102

Please refer to note 1 on S-102. For bidding purposes, please provide sizing and locations of any additional beams to support the trusses.

The roof truss system is to be designed by the truss manufacturer per the requirements of New Work Keynote 1 on Sheet S-102. If the roof truss designer requires beams in addition to the ones shown on Sheet S-102, they must be coordinated with the Structural Engineer of Record.

29 A-402

Please verify that a watertight warrant is not required for the roof over the new stair tower as the structure below is exposed.

The roof system is required to be watertight as there is a soffit system immediately below the roof. Refer to spec section 07 41 13 for complete listing of roof system requirements.

30 S-102

Please verify that a gravity vent is required as the stair structure is not enclosed. If it is required, please provide a specification for the gravity vent.

A gravity vent required as there is there a soffit system immediately below the roof which forms an enclosed space. Refer to spec section 07 41 13 for roof vent requirements.

31 A-101

Please provide a detail showing the required dust partitions.

Composition of the dust partition is left up the contractor, the basic requirements are that it does not pose a safety hazard and that it prevents the spread of dust into the rest of the building.

32 A-601

Please provide a connection detail for the bent plate or 10x4 TS as shown on note 14 on A-601. Please also verify that this is to be a bent plate and not a 10x4 TS.

Bid as per contract documents.

33 A-601 Please verify the height of the 5" wide x 1/4" steel bent plate as described in note 22.

Bid as per contract documents.

34 A-201

Please verify the thickness of the 2.5"x4" Bent Plate as described in note 20 on A-201.

The thickness bent plate indicated in Work Note 20 on sht. A-201 shall be ½”. Refer to Work Note 14 in related details C3 & B3 on sht. A- 601.

35 SKA1-1

Please provide a location for a crane.

Crane location will be provided at the start of project

36 A-402 Please provide the thicknesses of the steel columns per note 2 on A-402.

Please see New Work Keynote 5 on sheet S-101.

37 A-402

Please provide the thickness of the steel columns per note 6 on A-402.

The posts indicated in Work Note 6 on Sheet A-402 and New Work Keynote 6 on Sheet S-101 are HSS 5x5x3/8.

38 S-102

Elevation 12'-2" is not shown on S-

102. Please provide this elevation that shows the required steel to be installed from the stair to the existing building. Please provide sizes of all members.

Please see Section B1/A-403 and C3/A-502. For the knee braces, see Detail A1/S-301. For beam to beam and beam to column connections, please provide in accordance with Structural Steel Note 2 on Sheet S- 001 and similar to Typical Detail A1/S-102.

39 A-501

Please provide a connection detail for the angle noted on note 3 & 4 of page A-501.

For angles referenced by Work Note 3 on Sheet A-501, please provide 3/16" fillet welds top and bottom of angle, 2" long each at 12" on center along length of angle. For angles referenced by Work Note 4 on Sheet A-501, please provide fully welded connections, unless otherwise approved.

40 A-403 Please provide connection details for the angles referred to on note 14 on A-403.

Please provide fully welded connections, unless otherwise approved.

41 A-503

Please provide connection details for the 1/4" steel plate shown on A-503.

Please connect 1/4" thick steel deck plate to all applicable supporting members with 1" long, 3/16" fillet welds at 12" on center.

42 A-503

Please verify that 1/4" steel plate is the requirement for the landing walkway as rain will make the steel plate a safety hazard as 1/4" plate will hold water, causing the surface to be slippery and even freeze. Bar grating is the product that is used in a typical exterior stair case and is the suggested material to be used for this project.

Per the Life Safety Code bar gratings are not permitted for use in an exit stair.

43 A-502

Please provide a connection detail for the new channel that note 20 on A-502 refers to.

Please provide in accordance with Structural Steel Note 2 on Sheet S- 001 and similar to Typical Detail A1/S-102.

During the site visit it was observed that the first floor of the work area has a power supply plug leading to a temporary trailer located in the work area along with generator auxiliary leads for equipment not onsite.

Please confirm the following: The temporary generator will be moved by the Government at the commencement of work. No work is required to move the power supply or generator lead box mounted on the wall

Demo Note 6 on sht. A-101 addresses the removal of the existing trailer by the government. Per the 1st Floor Plan on sht. A-101 the existing permanent emergency generator serving Bldg. 269 is to remain in place and operational.

45 SF Form Due Date N/A

Our team has experienced unforeseen difficulty confirming information and receiving pricing from key subcontractors and teaming partners who have been impacted by the severe weather events, to include our key design partner in North Carolina as well as other subcontractors in the mid-Atlantic region. Will the government consider an extension of the due date to allow additional time for firms affected by the weather to fully respond to this solicitation? See Amendment 05

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 20-Sep-2018 02:00 PM to 04-Oct-2018 02:00 PM.

(End of Summary of Changes)