Amendment_0002_N4008519B3619.pdf

ACQR5616891

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

The purpose of this amendment is to provide RFI responses and applicable attachments and update the Wage Determination. (The bid date remains the same per Amendment 1. Bids are due at 1400 local time on 4/30/2019 and the bid opening is at 1430 local time on 4/30/2019).

1. CONTRACT ID CODE PAGE OF PAGES

J 1 18

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

16C. DATE SIGNED

BY 19-Apr-2019

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 N4008519B3619

X 9B. DATED (SEE ITEM 11)

08-Mar-2019

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

19-Apr-2019

CODE

NAVFAC MID ATLANTIC

PWD MAINE - FEAD PORTSMOUTH

PORTSMOUTH NAVAL SHIPYARD

BLDG 59

PORTSMOUTH NH 03801-2032

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

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N4008519B3619

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT 2 NARRATIVE

Narrative Amendment and Reference to included Attachments.

1) REPLACE in entirety Section 00 22 13.00 20 Supplementary Instructions to Offerors (Proposal Form) with attached Revision 1. Note that prior CLIN 0001 which entailed Phases 4A, 4B, 4C and 5 are now Bid Option 7 (attachment h). CLIN 0001 is now unit price for Trench Rock Excavation and Disposal.

2) Responses to RFIs attached (attachment k).

3) REVISE Contract Completion Date (CCD) from 655 days to 340 calendar days (base bid) from contract award.

4) This Amendment includes the following attachments:

a. Vertical Datum. This document compares Tidal Datum to various PNS and NAVD88 Datums.

b. Construction Detail, Detail 4/C502, Water Main and Service Removal.

c. Bridge 1 Structural Repairs, Sewer & Water Part Plan - South

d. P-293 MILCON Project, Water Utility Drawings. These drawings have been annotated to identify work that must be performed by the RM16-1185 Contract as it coordinates with work by the P-293 project.

e. 12” Main from Bridge 1 to B163_Record Drawings Circa 1940s. This drawing provides alignment and profile data of existing 12” water line. Note the alignment behind the Parking Garage (Building

376) has since been changed based upon the footprint of the garage. The alignment shown on RFP drawings is based upon GPR location. Assume the depth is similar to as shown on 1940s record drawings. Refer to the Vertical Datum attachment for translation between PNS and NAVD88 vertical Datums.

f. Revised drawing C302.

g. List of attendees at the 1/27/19 site walk.

h. Section 00 22 13.00 20 Supplementary Instructions to Offerors (Proposal Form)

i. Section 22 05 83.63, Cured-In-Place Pipe (CIPP) Lining

j. Section 31 23 00.00 22 Excavation and Fill

k. Responses to RFIs

l. RFP Baseline Construction Schedule

5) DELETE in entirety Specification Section 01 33 10.05 20 DESIGN SUBMITTAL PROCEDURES.

6) DELETE in entirety Specification Section 03 01 30.71 CONCRETE REHABILITATION.

7) REPLACE in entirety Section 22 05 83.63, CURED-IN-PLACE PIPE (CIPP) LINING included in

Specifications with attached Revision 1 (attachment i).

8) REPLACE in entirety Specification Section 31 23 00.00 22 EXCAVATION AND FILL with attached Revision

1. Removes reference to Zone 2 and Geotechnical Engineer requirement (attachment j).

9) REVISE Drawing C119, add to key note 7, “Do not excavate within 20 feet of identified boundary.”

10) REVISE Phase 4A and portion of Phase 4B work scheduling as follows: Phase 4A and all work on the west side of Building 60 associated with Phase 4B must be completed off hours. Limit CIPPL access pit to 5 Days, west side of B60 and must be off-hour work and plated for H-20 loading at all other times.

11) REVISE Schedule note related to Phase 4B callout (upper portion of drawing view) as identified on Drawings C001 and C113. REPLACE “For CIPPL Cal. Yr. 2021 (Not until after the new 12” and 16” lines are complete and P293 MILCON (PBR) is complete.)” with “Refer to Drawing C002, General Sheet Notes for phasing constraints”. The previous mention of 2021 calendar year is no longer valid as it no longer fits within the revised Contract Complete Date issued via this amendment. The coordination of P-293 contract by others and this RM16-1185 contract will be managed post award via the Contracting Officer.

12) REVISE Schedule note on Drawing C002, General Sheet Notes, Note 3. REPLACE “All CIPP Lining must be done between May 15th and October 1st of any year” with “All work associated with the CIPPL and termination connections identified as Phases 4A, 4B, 4C and 5 requiring disruption of mainline Kittery Water District water supply from Bridge 1 to Bldg 163 Pump House as well as any other work requiring disruption/outage to existing mainlines must be completed between May 15th and October 1st of any year. The contractor shall install the first segment of CIPPL between east side of B60 and west side of B376.”

13) REPLACE Drawing C121 Keynotes 17, “Connect 16” DI pipe to new Paint Blast and Rubber (PBR) Building Water Line. Provide reducers, restraints, couplers, hangers, and supports as necessary to extend pipe through brick utility tunnel. Mortar penetrations.” with “Connect 16” DI pipe at west side of Creighton Street Tunnel to pipe installed by P-293 (PBR Contract) completed by others. Pipe crossing the tunnel must be continuous segment of pipe. Refer to additional requirements and details on location of connection as annotated within the P-293 Reference Drawings included via separate cover”.

14) REPLACE Drawing C118, Demolition Keynote 4 and Drawing C122, Demolition Keynote 1, “Remove existing valve.” with “Remove existing valve and tee and replace with pipe. Provide thrust restraint coupling (Mega-Lug type) to flange of existing valve to remain located west of existing tee. Provide solid sleeve coupling per Detail 6/C503 for easterly pipe connection.”

14a) CLARIFICATION Drawing 122, The northern limit of Bid Option 3 work must be performed off hours.

Contractor must maintain one lane of alternating traffic, minimum 18’ wide.

15) REVISED Table from Specification 03 11 00 WATER DISTRIBUTION Section 3.2.4.2 to include additional affected sprinkler risers. See below.

Affected Sprinkler Risers

Building Number of Affected Risers

Wet Dry Backflow Device Notes

40 1 0 1

43 1 0 1

59 1 0 1

60 1 0 1

65 1 0 1

16) CLARIFICATION Chlorinated water generated by disinfection shall be disposed of properly. Chemically treat this water to neutralize chlorine and shall be discharged to the ground. Care shall be taken to ensure the following:

• Chlorinated water shall be neutralized such that the chlorine residual in the water matches existing water system chlorine levels. (Typically 1.2 to 1.5 ppm.)

• Verify that erosion and sedimentation controls are in place to protect the surrounding area.

Dechlorinated flush water shall be discharged to the sanitary sewer system, storm drain system, to a grassed area or pavement. If work is accomplished during subfreezing temperatures, discharge the water to areas outside of pedestrian and vehicular traffic to avoid potential icing. Use of a diffuser is encouraged to prevent scouring when a hydrant is used for flushing.

17) REVISE Keynote #8 on drawing C101 shall be, “Temporary jersey traffic barriers for regular hours’ work.

Maintain offset from rails to maintain railcar traffic.”

18) REPLACE Drawing C301, note “16” Water Main –Line 2, See Profile Sheet 1” with “12” Water Main Line 2”, See Profile Sheet 1.” The text line on drawing C121 is correct.

19) REPLACE Drawing C301, note “16” Water Main –Line 1, See Profile Sheet 1” with “12” Water Main Line 1”, See Profile Sheet 1.” The text line on drawing C121 is correct.

20) REVISE Drawing C504, Detail 1, Pipe Trench Detail: Replace “Pipe Diameter plus 24” or minimum of 3’-0” whichever is greater” with “Pipe Diameter plus 36” or minimum of 3’-0” whichever is greater”.

21) CLARIFICATION Phasing: Contractor must provide a comprehensive work plan identifying phasing, maintenance of pedestrian and vehicular traffic, access to buildings, and maintenance of fire protection (alternatively fire watch). The attached Government provided Baseline Construction Schedule demonstrates minimum schedule expectations. The durations in calendar days are the maximum allowable to complete each phase, subject to winter conditions or other foul weather. The schedule describes the work as sequential by phase, however, the contractor may work multiple phases concurrently subject to limitations noted on drawings and subject to maintaining vehicular and pedestrian traffic through the overall work zones as described on the Traffic Control and Phasing Plans. The schedule identifies provisions for holidays and winter conditions, however, note that no payments/credits will be allowed. To be considered “complete”, the work area must be restored with either temporary surfacing in the form of maintained gravel and/or road plates with temporary striping, or with final pavement and striping. Final paving and striping restoration for completed phases must be performed prior to cold/winter weather and temperatures in conformance with paving specification.

SECTION 00 10 00 - SOLICITATION

CLIN 0001

The CLIN description has changed from 12" Main CIPPL - Bridge 1 to B163 to Trench Rock Excavation and Disposal.

The CLIN extended description has changed from:

The Contractor shall supply all the labor, materials, transportation, supervision and equipment to replace 12" Main CIPPL from Bridge 1 to B163 according to the specs and drawings.

To:

The Contractor shall supply all the labor, materials, transportation, supervision and equipment to excavate and dispose ledge according to the specs and drawings.

CLIN 0004

The CLIN extended description has changed from:

The Contractor shall supply all the labor, materials, transportation, supervision and equipment to replace water line and services in Turner Street according to the specs and drawings. This option can be exercised at the time of award but no later than 365 calendar days after award. Work can be performed on the base and option concurrently. This option is not necessary to make this project complete and usable and if exercised, the contract completion date will remain unchanged.

The Contractor shall supply all the labor, materials, transportation, supervision and equipment to replace water line and services in Turner Street according to the specs and drawings. This option can be exercised up to 10/01/2019.

This option is not necessary to make this project complete and usable and if exercised, the contract completion date will be 370 days after option exercised (AOE).

CLIN 0005

The Contractor shall supply all the labor, materials, transportation, supervision and equipment to replace water line in Storer Street according to the specs and drawings. This option can be exercised at the time of award but no later than 365 calendar days after award. Work can be performed on the base and option concurrently. This option is not necessary to make this project complete and usable and if exercised, the contract completion date will remain unchanged.

The Contractor shall supply all the labor, materials, transportation, supervision and equipment to replace water line in Storer Street according to the specs and drawings. This option can be exercised up to 10/01/2019. This option is not necessary to make this project complete and usable and if exercised, the contract completion date will be 370 days after option exercised (AOE).

CLIN 0006

The Contractor shall supply all the labor, materials, transportation, supervision and equipment to flow fill the existing 12" main and remove valve cluster according to the specs and drawings. This option can be exercised at the time of award but no later than 365 calendar days after award. Work can be performed on the base and option concurrently. This option is not necessary to make this project complete and usable and if exercised, the contract completion date will remain unchanged.

The Contractor shall supply all the labor, materials, transportation, supervision and equipment to flow fill the existing 12" main and remove valve cluster according to the specs and drawings. This option can be exercised up to 10/01/2019. This option is not necessary to make this project complete and usable and if exercised, the contract completion date will be 350 days after option exercised (AOE).

CLIN 0007

Provides 100 SY of paving. This option can be exercised at the time of award but no later than 365 calendar days after award. Work can be performed on the base and option concurrently. This option is not necessary to make this project complete and usable and if exercised, the contract completion date will remain unchanged.

Provides 100 SY of paving. This option can only be exercised at the time of award. This option is not necessary to make this project complete and usable and if exercised, the contract completion date will remain unchanged. This option can be exercised up to 10/01/2019.

CLIN 0008

Provides for two temporary water valves to facilitate phasing of work. This option can be exercised at the time of award but no later than 365 calendar days after award. Work can be performed on the base and option concurrently.

This option is not necessary to make this project complete and usable and if exercised, the contract completion date will remain unchanged.

Provides for two (2) temporary water valves, any size, to facilitate phasing of work. This option can be exercised up to 10/01/2019. This option is not necessary to make this project complete and usable and if exercised, the contract completion date will remain unchanged.

The pricing detail quantity has decreased by 1.00 from 2.00 to 1.00.

CLIN 0009

Provides for a single temporary water valve to facilitate phasing of work. This option can be exercised at the time of award but no later than 365 calendar days after award. Work can be performed on the base and option concurrently.

This option is not necessary to make this project complete and usable and if exercised, the contract completion date will remain unchanged.

Provides for a single temporary water valve, any size, to facilitate phasing of work. This option can be exercised up to 10/01/2019. This option is not necessary to make this project complete and usable and if exercised, the contract completion date will remain unchanged.

CLIN 0010 is added as follows:

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0010 1 Each OPTION 12" Main CIPPL - Bridge 1 to B163

FFP

The Contractor shall supply all the labor, materials, transportation, supervision and equipment to replace 12" Main CIPPL from Bridge 1 to B163 according to the specs and drawings. This option can be exercised up to 10/01/2019. This option is not necessary to make this project complete and usable and if exercised, the contract completion date will be 430 days after option exercised (AOE).

FOB: Destination

NET AMT

The following Delivery Schedule item for CLIN 0001 has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

655 dys. ADC 1 NAVFAC MID ATLANTIC

RAYMOND RALLS

PWD MAINE-FEAD PORTSMOUTH

PORTSMOUTH NAVAL SHIPYARD

BUILDING 65, FLOOR 1

PORTSMOUTH NH 03804-5000

(207) 438-4445

N45807

CAGE

340 dys. ADC 1 NAVFAC MID ATLANTIC

RAYMOND RALLS

PWD MAINE-FEAD PORTSMOUTH

PORTSMOUTH NAVAL SHIPYARD

BUILDING 65, FLOOR 1

PORTSMOUTH NH 03804-5000

(207) 438-4445

The following Delivery Schedule item for CLIN 0002 has been changed from:

CAGE

655 dys. ADC 1 NAVFAC MID ATLANTIC

RAYMOND RALLS

PWD MAINE-FEAD PORTSMOUTH

PORTSMOUTH NAVAL SHIPYARD

BUILDING 65, FLOOR 1

PORTSMOUTH NH 03804-5000

(207) 438-4445

CAGE

340 dys. ADC 1 NAVFAC MID ATLANTIC

RAYMOND RALLS

PWD MAINE-FEAD PORTSMOUTH

PORTSMOUTH NAVAL SHIPYARD

BUILDING 65, FLOOR 1

PORTSMOUTH NH 03804-5000

(207) 438-4445

The following Delivery Schedule item for CLIN 0003 has been changed from:

CAGE

655 dys. ADC 1 NAVFAC MID ATLANTIC

RAYMOND RALLS

PWD MAINE-FEAD PORTSMOUTH

PORTSMOUTH NAVAL SHIPYARD

BUILDING 65, FLOOR 1

PORTSMOUTH NH 03804-5000

(207) 438-4445

CAGE

340 dys. ADC 1 NAVFAC MID ATLANTIC

RAYMOND RALLS

PWD MAINE-FEAD PORTSMOUTH

PORTSMOUTH NAVAL SHIPYARD

BUILDING 65, FLOOR 1

PORTSMOUTH NH 03804-5000

(207) 438-4445

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

CAGE

655 dys. ADC 1 NAVFAC MID ATLANTIC

RAYMOND RALLS

PWD MAINE-FEAD PORTSMOUTH

PORTSMOUTH NAVAL SHIPYARD

BUILDING 65, FLOOR 1

PORTSMOUTH NH 03804-5000

(207) 438-4445

CAGE

370 dys. AOE 1 NAVFAC MID ATLANTIC

RAYMOND RALLS

PWD MAINE-FEAD PORTSMOUTH

PORTSMOUTH NAVAL SHIPYARD

BUILDING 65, FLOOR 1

PORTSMOUTH NH 03804-5000

(207) 438-4445

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

CAGE

655 dys. ADC 1 NAVFAC MID ATLANTIC

RAYMOND RALLS

PWD MAINE-FEAD PORTSMOUTH

PORTSMOUTH NAVAL SHIPYARD

BUILDING 65, FLOOR 1

PORTSMOUTH NH 03804-5000

(207) 438-4445

370 dys. AOE 1 NAVFAC MID ATLANTIC

PWD MAINE-FEAD PORTSMOUTH

PORTSMOUTH NAVAL SHIPYARD

BUILDING 65, FLOOR 1

PORTSMOUTH NH 03804-5000

(207) 438-4445

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

CAGE

655 dys. ADC 1 NAVFAC MID ATLANTIC

RAYMOND RALLS

PWD MAINE-FEAD PORTSMOUTH

PORTSMOUTH NAVAL SHIPYARD

BUILDING 65, FLOOR 1

PORTSMOUTH NH 03804-5000

(207) 438-4445

CAGE

350 dys. AOE 1 NAVFAC MID ATLANTIC

RAYMOND RALLS

PWD MAINE-FEAD PORTSMOUTH

PORTSMOUTH NAVAL SHIPYARD

BUILDING 65, FLOOR 1

PORTSMOUTH NH 03804-5000

(207) 438-4445

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

CAGE

655 dys. ADC 1 NAVFAC MID ATLANTIC

RAYMOND RALLS

PWD MAINE-FEAD PORTSMOUTH

PORTSMOUTH NAVAL SHIPYARD

BUILDING 65, FLOOR 1

PORTSMOUTH NH 03804-5000

(207) 438-4445

CAGE

340 dys. ADC 1 NAVFAC MID ATLANTIC

RAYMOND RALLS

PWD MAINE-FEAD PORTSMOUTH

PORTSMOUTH NAVAL SHIPYARD

BUILDING 65, FLOOR 1

PORTSMOUTH NH 03804-5000

(207) 438-4445

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

CAGE

655 dys. ADC 2 NAVFAC MID ATLANTIC

RAYMOND RALLS

PWD MAINE-FEAD PORTSMOUTH

PORTSMOUTH NAVAL SHIPYARD

BUILDING 65, FLOOR 1

PORTSMOUTH NH 03804-5000

(207) 438-4445

CAGE

340 dys. ADC 1 NAVFAC MID ATLANTIC

RAYMOND RALLS

PWD MAINE-FEAD PORTSMOUTH

PORTSMOUTH NAVAL SHIPYARD

BUILDING 65, FLOOR 1

PORTSMOUTH NH 03804-5000

(207) 438-4445

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

655 dys. ADC 1 NAVFAC MID ATLANTIC

PWD MAINE-FEAD PORTSMOUTH

PORTSMOUTH NAVAL SHIPYARD

BUILDING 65, FLOOR 1

PORTSMOUTH NH 03804-5000

(207) 438-4445

CAGE

340 dys. ADC 1 NAVFAC MID ATLANTIC

RAYMOND RALLS

PWD MAINE-FEAD PORTSMOUTH

PORTSMOUTH NAVAL SHIPYARD

BUILDING 65, FLOOR 1

PORTSMOUTH NH 03804-5000

(207) 438-4445

The following Delivery Schedule for CLIN 0010 has been added:

CAGE

430 dys. AOE 1 NAVFAC MID ATLANTIC

RAYMOND RALLS

PWD MAINE-FEAD PORTSMOUTH

PORTSMOUTH NAVAL SHIPYARD

BUILDING 65, FLOOR 1

PORTSMOUTH NH 03804-5000

(207) 438-4445

SECTION 00 70 00 - CONDITIONS OF THE CONTRACT

The following Acceptance/Inspection Schedule was added for CLIN 0010:

INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

N/A N/A N/A Government

The following have been modified:

WAGE DETERMINATION

CHANGED VIA AMENDMENT 0002

General Decision Number: ME190033 01/04/2019 ME33

Superseded General Decision Number: ME20180109

State: Maine

Construction Type: Heavy

County: York County in Maine.

HEAVY CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.60 for calendar year 2019 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 $10.60 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 2019. 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 01/04/2019

* IRON0007-033 09/16/2018

Rates Fringes

IRONWORKER, STRUCTURAL AND

REINFORCING......................$ 25.71 22.12

SUME2014-014 01/30/2017

Rates Fringes

CARPENTER........................$ 19.66 6.13

ELECTRICIAN......................$ 25.24 7.01

LABORER: Asphalt, Includes

Raker, Shoveler, Spreader and Distributor......................$ 13.38 1.39

LABORER: Common or General......$ 15.22 3.97

LABORER: Concrete Worker (includes removing forms, demolition of existing concrete, and pouring, leveling and finishing concrete)........................$ 25.33 17.07

LABORER: Pipelayer..............$ 21.84 6.42

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 19.88 8.48

OPERATOR: Bulldozer.............$ 20.81 4.37

OPERATOR: Crane.................$ 24.78 8.13

OPERATOR: Loader................$ 19.36 3.73

OPERATOR: Roller................$ 16.61 3.44

PAINTER (Brush and Roller).......$ 22.18 6.33

TRUCK DRIVER: Dump Truck........$ 15.41 3.17

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

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 15 calendar days after the date the Contractor receives award, (b) prosecute the work diligently, and (c) complete the base bid ready for use not later than 340 calendar days after award. If an option or combination of options is/are exercised, the option work must be completed per the specific option CLIN language. Options can be awarded up to 10/01/2019. The time stated for completion shall include final cleanup of the premises.

(End of clause)

52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of (see table below) for each calendar day of delay until the work is completed or accepted.

CLINs 0001 thru 0003 (Base Bid) Add $1,400.00 Per Day

CLIN 0004, Bid Option 1 Add $250.00 Per Day

CLIN 0005, Bid Option 2 Add $150.00 Per Day

CLIN 0006, Bid Option 3 Add $250.00 Per Day

CLIN 0007, Bid Option 4 Add $0.00 Per Day

CLIN 0008, Bid Option 5 Add $0.00 Per Day

CLIN 0009, Bid Option 6 Add $0.00 Per Day

CLIN 0010, Bid Option 7 Add $650.00 Per Day

Liquidated Damages will be assessed and accrued in accordance with the above table

* Liquidated Damages, at the time of award, will be based upon the Independent Government Estimate in accordance with NFAS 11.502 (a).

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

(End of clause)

(End of Summary of Changes)