25R0001 Amendment 0002.pdf

1. CONTRACT ID CODE

J

PAGE

OF PAGES

2. AMENDMENT/MODIFICATION NO.

3. EFFECTIVE DATE

14-Aug-2025

4. REQUISITION/PURCHASE REQ. NO. PROJECT NO. (If applicable)

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

NAVFACSYSCOM MID-ATLANTIC

CONTRACTING CORE

9324 VIRGINIA AVENUE

NORFOLK, VA 23511

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) 9A. AMENDMENT OF SOLICITATION NO.

N4008525R0001

9B. DATED (SEE ITEM 11)

07-Jul-2025

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in item 14. The hour and date specified for receipt of Offers is extended is not extended. Offers 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 ADMINISTRATION 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.)

N40085-25-R-0001, DDG(X) WORK PACKAGE 4 SHAFTLINE FOUNDATION, PHILADELPHIA NAVY YARD ANNEX, PHILADELPHIA, PA

The proposal due date of 21 August 2025 NLT than 1400 (EDT) remains unchanged.

SEE SF 30 BLOCK 14 CONTINUATION PAGE

Contract POC: Amber Stovall; Email: amber.k.stovall.civ@us.navy.mil; Phone: 757-341-0146

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

15B. CONTRACTOR/OFFEROR (Same as Item 8)

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

BY

(Signature of Contracting Officer)

16C. DATE SIGNED

NSN 7540-01-152-8070 30-105 STANDARD FORM 30 (REV.1-83) 0224-3(10-

90)

PREVIOUS EDITION UNUSABLE Prescribed by GSA

SF 30 BLOCK 14 CONTINUATION PAGE

The purpose of this amendment is to provide the following:

1. Pre-Proposal Inquiry (PPI) Responses: Questions #23-49

2. Updated Wage Determination

3. Revised Drawings

4. Revised Specifications

Pre-Proposal Inquiry Responses:

N40085-25-R-0001

Question # Reference

Question Government Response Page Section Paragraph

575/640

31 62 00A

Drawing 2079546 was provided and shows locations of borings. Although boring information is provided for borings B-1 and B- 2, it is requested that the boring information be provided for borings B-4 and B-5.

Boring B-4 and B-5 data will be provided via Amendment 0002, attachment "Amendment_0002_B-4 and B-5.pdf"

31 62 00

3.1

It is our understanding that other micropiles have been installed on another project that is currently under construction at the building and they were redesigned to Stelcor DDM piles. Given their performance, would the use of this type of pile be an acceptable equal to the Government for bidding purposes?

Propose per RFP.

Drwg 4E101

KeyNote 5

KeyNote 5 requires that the DLO type ground strap cable to be connected to a new ground rod. We are unable to find an exothermic weld or irreversible mechanical connector to make this connection. Please provide an approved product for this connection.

The DLO cable can connect to the ground plate via a terminal lug that is compatible with DLO cable in lieu of the DLO cable connecting directly to the ground rod.

1.3

Please advise if the Government has established acceptable levels of methane gas in order for work to proceed ?

Maintain the atmosphere below the Lower Explosion Limit (LEL) for Methane in addition to all requirements identified in the contract documents and associated references. Maintain the atmosphere at or below 50% of the LEL.

1.3

Will the contractor/micropile subcontractor be compensated for any downtime associated with encountering methane gas during micropile installation and for the time required to reach an acceptable level ?

Per the RFP Specification Section 31 62 00, it is the responsibility of the proposers to develop a methane mitigation plan which can be developed in a manner that miminizes impacts to cost and schedule when methane is encountered. Where impacts to production are encountered due to the presence of methane gas, the contractor shall document cost and schedule impacts and notify the contracting officer or their authorized representative.

13 50 00

2.1

Floor System Definition includes Design, assemblies, components, shipping, and installation of Slotted Cast iron base plates, cast-in-place anchor rods and anchor templates, leveling accessories, and grout. Specification states: provide floor system capable of resisting design loads indicated herein and on the Drawings.

Provide T-slot flooring and delegated design aspects in accordance with the RFP.

1. Has WRA already completed an FEA to assure that the foundation system utilizing 7" plates will tolerate the loads?

Structural slab and foundations have been designed for the loads indicated on 4S001 which includes an assumed 250 psf for weight of T-slot floor and grout.

2.Has WRA assumed a "boxed rib" base plate construction or "solid" construction

Either solution is acceptable provided it complies with the design and loading criteria indicated on the contract documents.

Section 13 50 00 t-slot Floor Section 2.1 states:1. Provide base plates with individual plate flatness not exceeding .005" with a micro-finish of 63. what is the allowable flatness tolerance of the assembled plates prior to grouting? Suggestion +/- .010". What is the allowable flatness tolerance after grout cured?Suggestion +/- 030". Other options- Provide allowable tolerance per ft with a not to exceed over the entire assembly

It is acceptable to provide pre-grout flatness over the entire T-slot floor area not exceeding 0.010" and after-grout flatness over the entire T-slot floor area not exceeding 0.030". See updated spec section 13 50 00 provided with Amendment 0002.

3.2

Specification Section 13 50 00 t-slot Floor Section 3.2 Leveling states:Pre-grout flatness criteria is .005" over the entire base plate, see suggetion in Q3 above for manufacturer suggestion.

It is acceptable to provide pre-grout flatness over the entire T-slot floor area not exceeding 0.010". See updated spec section 13 50 00 provided with Amendment 0002.

4S003 detail C3 and A2

4S003 detail C3 and A2 the pile anchor looks like it projects apx. 22" into the t-slot floor foundation. Sheet 4S401 calls for t-slot floor anchors to be 36" long on 2'6" centers.1.

Question: Have the pile locations and the t-slot floor locations been coordinated so as not to interfere with each other?

T-slot anchor rod size, spacing, and embedment depth were provided for bidding purposes only. T-slot floor manufacturer must provide final sizes, locations, and embedment depths of anchors for provided loads. Shorter embedment depths and different anchorage spacings are acceptable if delegated design shows that they're acceptable for required loads.

Per Note 4 on 4S401, "Coordinate cast-in-place anchorage locations with reinforcing steel..." which includes pile reinforcing.

Locate T-slot floor anchorage to avoid conflicts with pile reinforcing. If necessary, reducing the embedment depth of the pile reinforcing may be considered during construction if there are local conflicts with T-slot anchorage.

4S001

Item 1.C.

2. Dead Loads How are the masses presented at the base plate? Please specify the maximum (worse case) dead load locations and footprints for Equipment and DUTs that are mounted to the top surface of the base plate.

Please specify the minimum dead load locations and footprints for Equipment and DUTs that are mounted to the top surface of the base plate for the purpose of uplift calculations.

For example, does the “EUT” mass Include the TLM and the Unit Under Test (UUT)?

Why is this mass higher than the mass defined in C(i)?

Slab and foundation have been designed for the loads and footprints indicated on the drawings, with the TLM and EUT located anywhere on the T-slot floor. EUT weight and footprint is independent from the Tandem Load Machines and Foundations.

4S001

Item 1.C.

3. Live Loads; How are these loads presented at the base plate? For example, in 3B, if the Tandem Load Machine (TLM) is applying torque to the UUT and that torque is reacted at the base plate, what is the footprint of the machine? Is it the footprint defined under 2C(iii)?

The footprint of the Tandem Load Machine under the 'Live Loads' paragraph is the same footprint provided under the 'Dead Loads' paragraph.

1. Specification Section 13 50 00 t-slot Floor Section 2.1 states: A. Floor System Definition includes Design, assemblies, components, shipping, and installation of Slotted Cast iron base plates, cast-in-place anchor rods and anchor templates, leveling accessories, and grout. The specification also states: provide floor system capable of resisting design loads indicated herein and on the Drawings. Please confirm that the DOR completed an FEA to assure that the foundation system will tolerate the loads associated with the specified 7" CI T-Slot plates. Also please confirm if the Government has assumed a "boxed rib" base plate or "solid" construction.

See response to PPIs #30 and #31

1. Specification Section 13 50 00 t-slot Floor Section 2.1 states a. Provide base plates with individual plate flatness not exceeding .005" with a micro-finish of 63.

See response to PPI #31

i. Question: what is the allowable flatness tolerance of the assembled plates prior to grouting? (Suggestion: +/- .010")

See response to PPI #32

ii. Question: what is the allowable flatness tolerance after grout cured? (Suggestion: +/- .030")

III: Other Options: Provide allowable tolerance per foot with a "Not to Exceed" over the entire assembly.

See responses to PPI #31 and #32

Drwg

Drawing 4S003 detail C3 and A2 the pile anchor looks like it projects apx. 22" into the t-slot floor foundation. Sheet 4S401 calls for t-slot floor anchors to be 36" long on 2'6" centers.

See response to PPI #33

a. Question: Have the pile locations and the t-slot floor locations been coordinated so as not to interfere with each other?

b. Question: Can the Pile locations / Pile anchor projections be shortened so as not to require customization of the t-slot floor plates?

Section 2.1 states - Floor System Definition includes Design, assemblies, components, shipping, and installation of Slotted Cast iron base plates, cast-in-place anchor rods and anchor templates, leveling accessories, and grout. Specification states: provide floor system capable of resisting design loads indicated herein and on the Drawings. Has WRA already completed an FEA to assure that the foundation system utilizing 7" plates will tolerate the loads?

See response to PPI #29

Section 2.1 states - Floor System Definition includes Design, assemblies, components, shipping, and installation of Slotted Cast iron base plates, cast-in-place anchor rods and anchor templates, leveling accessories, and grout. Specification states: provide floor system capable of resisting design loads indicated herein and on the Drawings. Has WRA assumed a "boxed rib" base plate construction or "solid" construction

See response to PPI #30

Section 2.1 states - Provide base plates with individual plate flatness not exceeding .005" with a micro-finish of 63. Question: what is the allowable flatness tolerance of the assembled plates prior to grouting? We suggest +/- .010".

Section 2.1 states - Provide base plates with individual plate flatness not exceeding .005" with a micro-finish of 63. what is the allowable flatness tolerance after grout cured?

We suggest +/- 030" like it projects apx. 22" into the t-slot floor foundation. Sheet 4S401 calls for t-slot floor anchors to be 36" long on 2'6" centers. Have the pile locations and the t-slot floor locations been coordinated so as not to interfere with each other?

like it projects apx. 22" into the t-slot floor foundation. Sheet 4S401 calls for t-slot floor anchors to be 36" long on 2'6" centers. Can the Pile locations / Pile anchor projections be shortened so as not to require customization of the t-slot floor plates?

DRAWINGS:

On NAVFAC Drawing No. 12921599 (4G001):

REPLACE the following drawings in the DRAWING INDEX under the corresponding discipline and drawing number. This drawing accompanies this Modification:

4S401 12921618 – T-SLOT FLOOR ENLARGED PART-PLAN AND DETAILS – REPLACE SHEET

4E101 12921623 – FLOOR PLAN - GROUNDING – REPLACE SHEET

SPECIFICATIONS:

PROJECT TABLE OF CONTENTS

REPLACE the following sections with the attached sections that accompany this Modification:

13 50 00 – T-SLOT FLOOR – August 7, 2025 31 62 00 – MICROPILES – August 7, 2025

DOCUMENT 00 01 15 LIST OF DRAWINGS

1.2 CONTRACT DRAWINGS

DELETE and REPLACE the following drawings as of 8/7/2025. These drawings accompany this Modification:

DRAWING

NO.

REVISION

NO.

NAVFAC

DWG NO.

TITLE

4S401 0003 12921618 T-SLOT FLOOR ENLARGED PART-PLAN AND DETAILS

4E101 0003 12921623 FLOOR PLAN - GROUNDING

WAGE DETERMINATION:

PA20250004

REPLACE Department of Labor (DoL) General Decision Number PA20250004 27-Jun-2025 with revised Department of Labor (DoL) General Decision Number PA20250004 01-Aug-2025

ATTACHMENTS:

1. Amendment_0002_13 50 00 T-SLOT FLOOR - August 7, 2025

2. Amendment_0002_31 62 00 MICROPILES - August 7, 2025

3. Amendment_0002_DDG(X) WP4_Amendment 0002_Dwgs

4. Amendment_0002_B-4 and B-5 amber.k.stovall Cross-Out

Wage Determination

"General Decision Number: PA20250004 08/01/2025

Superseded General Decision Number: PA20240004

State: Pennsylvania

Construction Types: Heavy and Highway

Counties: Bucks, Chester, Delaware, Montgomery and Philadelphia Counties in Pennsylvania.

HEAVY AND HIGHWAY CONSTRUCTION PROJECTS

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658. Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.l(a)(l).

If the contract is entered into on or after January 30, 2022, or the contract is renewed or extended (e.g., an option is exercised) on or after January 30, 2022:

If the contract was awarded on or between January 1, 2015 and January 29, 2022, and the contract is not renewed or extended on or after January 30, 2022:

Executive Order 14026 generally applies to the contract.

The contractor must pay all covered workers at least $17.75 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 2025.

Executive Order 13658 generally applies to the contract.

The contractor must pay all covered workers at least $13.30 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on that contract in 2025.

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at http://www.dol.gov/whd/govcontracts.

Modification Number

Publication Date 01/03/2025

1 03/21/2025 2 04/11/2025 3 05/30/2025 4 06/06/2025 5 06/27/2025 6 07/04/2025 7 07/11/2025 8 07/25/2025

BOIL0013-003 01/01/2025

08/01/2025

Rates

Fringes

BOILERMAKER ......................$ 55.00

CARP0219-005 05/01/2024

35.48

Rates

MILLWRIGHT.......................$ 53.54

CARP0255-006 05/01/2024

Fringes

36.94

Rates

CARPENTER ........................$ 55.97

FOOTNOTE:

A. PAID HOLIDAY: LABOR DAY

CARP0474-004 05/01/2024

Fringes

29.78

Rates

PILEDRIVERMAN ....................$ 47.50

ELEC0098-001 04/29/2018

Fringes

43.42

BUCKS COUNTY: Starting at the Delaware River and following the west limits of the Borough of Bristol, along the continuation of U.S. Highway 13 and under the Pennsylvania Railroad Bridge to Route 09113, north 09113 to Route 152, north along Route 152 to the Humeville Road, east on Humeville Road to Route 333, north on Route 344 to the junction of Spurs 281 and 252, continue north on Spur 252 to Route 09028, west on 09028 to Route 152, north on 152 to TR 232, north on TR 532 to Tr 113, north on TR 113 to TR 232 at Anchor Inn, northeast on TR 232 and continue northeast along Rounte 659 to Route 09060, west on 09060 to Route 402, north on 402 to the Borough line at the southwest corner of the Borough of New Hope. The Bouough of New Hpoe is excluded.Starting at the Delaware at the Delaware River and proceeding southwest along the Plumstead-Solebury and the Plumstead-Buckingham Township lines to Route 09064, northwest on 09064 to U.S. Highway 611 south on 611 to the spur of Route 270, northwest along the spur to Route 397, Southwest on 397 to Route 350, southeast on 350 to Route 395, southwest on 395 to Route 09060, southeast on 09069 to Route 09041 southwest on 09041 to the Montgomery County line.

DELAWARE COUNTY: That portion east of a line following State Highway 320 from Montgomery County to Maple, then along the Springfield Road to Saxer Ave, along Saxer Avenue to Powell Road, along Powell Road to State Highway 420 and continuing in a straight line to the Delaware River. MONTGOMERY COUNTY:

That portion southeast of a line following Lower State Road from Bucks County southwest to the Bethlehem Pike (U.S Highway 309), south on the Bethlehem Pike to the Penllyn Pike, southwest on the Penllyn and Blue Bell Pikes to the Wissahickon Creek, southeast on the Wissahickon Creek to the Butler Pike to North Lane near Conshohocken Borough, southwest on North Lane to Schuylkill River and continuing southeast in a line to the Spring Mill Road and southwest on the Spring Mill Road to Delaware County. PHILADELPHIA COUNTY

ELECTRICIAN ......................$ 58.33

ELEC0102-003 06/02/2025

Fringes

59%+1.75

BUCKS COUNTY (Plumstead, Bedminister, Tinicum, Nockamixon, Bridgeton and Durham Townships in their entirey, and that portion of Haycock and Springfield Townships east of a line following State Highway 412, from Northampton County south to Route 09071 to State Highway 212, along Highway 212 to Route 09068, and along 09068 to State Highway 313. Also included is that portion of Dublin Borough east of State Highway 313

ELECTRICIAN......................$ 65.43

ELEC0126-002 06/03/2024

Fringes

64.50%

CHESTER, DELAWARE, MONTGOMERY, PHILADELPHIA, AND REMAINDER OF

BUCKS COUNTY

Rates Fringes

Line Construction:

Cable Splicer...............$ 62.54 34.25%+11.50 Groundman...................$ 37.52 34.25%+11.50 Lineman.....................$ 62.54 34.25%+11.50 Truck Driver................$ 40.65 34.25%+11.50 Winch Truck Operator........$ 43.78 34.25%+11.50

ELEC0269-001 01/02/2023

BUCKS COUNTY (Area East of a line starting at the Delaware River and following the west limits of the Borough of Bristol, along the continuation of U.S. Highway 13 and under the Pennsylvania Railroad Bridge to Route 09113, north along 09113 to route 152, north along route 152 to the Hulmeville Rd., east on the Hulmeville to Route 344, north on route 344 to the junction of Spurs 281 and 252 continue north on spur 252 and route 09028, west on 09028 to Route 152, north on 152 to TR 532, north on TR 532 to TR 113, north on TR 113 to TR 232 as Anchor Inn, northeast on TR 232 and continue northeast along 659 to Route 09060, West on 09060 to Route 402, north on 402 to the Borough Line at the southwest corner of the Borough of New Hope;

including the Boroughs of New Hope and Bristol)

ELECTRICIAN ......................$ 54.27

65.20%

ELEC0269-002 01/02/2023

BUCKS COUNTY - That portion east of a line starting at the Delaware River and following the west limits of the Borough of Bristol, along the continuation of U.S. Highway 13 and under the Pennsylvania Railroad Bridge to Route 09113, north along 09113 to route 152, north along route 152 to the Hulmeville Rd., east on the Hulmeville to Route 344, north on route 344 to the junction of Spurs 281 and 252 continue north on spur 252 and route 09028, west on 09028 to Route 152, north on 152 to TR 532, north on TR 532 to TR 113, north on TR 113 to TR 232 as Anchor Inn, northeast on TR 232 and continue northeast along 659 to Route 09060, West on 09060 to Route 402, north on 402 to the Borough Line at the southwest corner of the Borough of New Hope. The Boroughs of New Hope and Bristol are included.

Line Construction:

Cable Splicer...............$ 59.70 Groundman, Truck Driver.....$ 43.42 Linemen and Heavy Equipment Operator..........$ 54.27

ELEC0313-003 06/01/2011

64.75% 64.75%

64.75%

DELAWARE COUNTY :(That portion south of U.S. Highway No. 1 and west of U.S. Highway No. 202) Chester County (That portion South and east of U. S. Highway 1)

ELECTRICIAN ......................$ 35.00

ELEC0375-001 06/01/2023

23.70

BUCKS COUNTY (East Rock Hill, West Rock Hill, Milford and Richland Towships in their entirety and that portion of Haycock and Springfield Townships west of a line following State Highway 212 from Northampton County South to Route 09071 along 09071 to state Highway 212, along Highway 212 to Route 09068 and along 09068 to State Highway 313) MONTGOMERY COUNTY(Upper Hanover Twp.in its entirety)

ELECTRICIAN......................$ 45.15

ELEC0380-001 09/29/2014

24.03

BUCKS COUNTY (Hilltown and New Britain Townships in their entirety; that portion of Telford Borough Northeast of County Line Road (Main Street) and bounded by West Rock Hill and Hilltown Township that portion of Dublin Borough West of State Highway 313, and that portion of Doylestown and Warrington Townships and Doylestown Borough Northwest of a line following U.S. Highway 611 South from Route 09064 to the spur of Route 270, and proceeding Northwest along the spur to Route 397, Southwest on 397 to Route 350, Southeast on 350 to Route 395, Southwest on 395 to Route 09069, Southeast on 09069 to Route 09041, Southwest on 09041 to the Montgomery County Line)

DELAWARE COUNTY (The portion of Radnor Township North of U.S Highway 30 and West of State Highway 320) MONTGOMERY COUNTY (The portion Northwest of a line following Lower State Road from Bucks County Southwest to Bethlehem Pike (U.S. Highway 309), South on Bethlehem Pike to Penllyn Pike, Southwest on the Penllyn and Blue Bell Pikes to Wissahickon Creek to the Butler Pike, Southwest Wissahickon Creek to Butler Pike, Southwest on Butler Pike, to North Lane near Conshohocken Borough, Southeast on North Lane to the Schuylkill River and continuing Southeast in a line to Spring Mill Road, Southwest on Spring Mill Road to Delaware County; but excluding Upper Hanover, Douglas, Upper Pottsgrove, West Pottsgrove Townships and also excluding that portion of the Borough of Pottstown North and West of a line drawn Northeast on Kein Street from the Schuylkill River to Reading Railroad Northwest on the railroad to Madison Street, to High Street, East on High Street to Green Street, North on Green Street and Northeast on Mintzer Street to Lower Pottsgrove Township Line, along this township line and the borough line Northwest to Adams Street and Beehive Road, Northeast on Beehive Road to the Township Line at Mervine Street)

CHESTER COUNTY (East Coventry. East Vincent, West Vincent, East Pikeland, West Pikeland, Uwchlan, Upper Uwchlan, East Brandywine, Schuylkill and Charleston Townships in their entirety, and that portion of Clan, East Clan, East Whiteland & West Whiteland, Tredyffrin, Willistown, Easttown Townships and Borough of Downingtown north of U. S.Highway 30)

ELECTRICIAN......................$ 41.05

ELEC0654-001 06/02/2025

29.99

DELAWARE COUNTY (The portion south of U.S. Highway 30 and north of that part U.S. Highway 1 between U.S. Highway 202 and the Chester County Line, and east of that part of U.S. Highway 202 between U.S.

Highway 1 and the Delaware Line, and west of a line extending from Montgomery County along State Route 320 to Maple, then along the Springfield Road to Saxer Avenue, along Saxer Avenue to Powell Road;

along Powell Road to State Highway 420; along 420 and continuing in a straight line to the Delaware River in the State of Pennsylvania) CHESTER COUNTY (That portion south of U. S. Highway 30 and north of that part of U.S. Highway 1)

ELECTRICIAN......................$ 52.71

ELEC0743-001 09/01/2023

Fringes

27.85%+25.29

CHESTER (Coatesville, Honey Brook, South Coventy, Valley, Wallace, Warwich, West Brandywine, West Clan, and West Nantmeal Twps); AND MONTGOMERY (Douglas, Pottstown, Upper Pottsgrove, and West Pottsgrove, Twps) COUNTIES

ELECTRICIAN......................$ 42.52 24.83

New Year's Day, Good Friday, Memorial Day, Fourth of July, Labor Day, Veterans' Day, Thanksgiving Day, and Christmas Day.

ELEC0743-007 09/01/2023

CHESTER COUNTY (The portion of Sadsbury and West Sadsbury Township north of U.S. Highway 30)

ELECTRICIAN...................... $ 42.52

* ENGI0542-005 05/01/2024

24.83

Power equipment operators:

(HEAVY, HIGHWAY, AND WATER

LINE CONSTRUCTION (Off Plant Site))

Rates Fringes

GROUP

GROUP

1 .................... $ 53.36 la...................$ 56.37

33.65+A 34.53+A

GROUP 2 .................... $ 53.11 33.58+A

GROUP 2a...................$ 56.13 34.45+A

GROUP 3 .................... $ 49.03 32.37+A

GROUP 4 .................... $ 48.73 32.28+A

GROUP 5 ....................$ 47.00 31.78+A

GROUP 6 .................... $ 46.02 31.48+A

FOOTNOTE: A. PAID HOLIDAYS: New Year's Day; Memorial Day;Independence Day; Labor Day; Thanksgiving Day and Christmas Day

**TOXIC/HAZARDOUS WASTE REMOVAL***

Add 20 per cent to basic hourly rate for all classifications

- 2POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: Handling steel and stone in connection with erection, cranes doing hook work, any machine handling machinery, helicopters, concrete pumps building machines similar to the above, including remote control equipment.

GROUP la: Machines handling steel, or the functional equivalent, and stone in connection with erection 15 ton and over factory rating; Cranes doing hook work 15 ton and over factory rating; Any machines handling machinery; High Rail/Burro Crane 15 ton and over factory rating; Rail Loader (Winch Boom Type) 15 ton and over factory rating; Concrete Pumps (Building) 120 feet of Boom length or less (200 yard pour or less); Machines similar to above, including remote control equipment; Equipment in this Wage Group that does not require an oiler.

GROUP 2: All types of cranes, All types of backhoes, Cableways, Draglines, Keystones, all types of shovels, Derricks, Pavers 21E and over, Trenching machines, Trench shovel, Graddalls, Front-End loaders, Boat Captain, Pippin type backhoes, Tandems scrapers, Towers type crane operation erecting, Dismantling, Jumping or Jacking, Drills (self-containes), (drillmaster type) forklift (20 ft. and over), Moter patrols (fine grade), Batch plant with mixer, Carryalls, Scraper, Trounapulls, Roller (Hith Grade Finishing), Spreaders (asphalt), Bulldozers and Tractors, Mechanic welder, Conveyor loaders (euclid-type wheel), Concrete pump, Milling Machines, Hoist with two towers, Building hoist double drum (unless used as a single drum), Mucking machines in tunnel, All auto grade and concrete finishing machines, Bundle pullers/extractors (tublar), toxic/hazardous waste removal rate 20 per cent added to all classificiation, bobcat, side broom, directional boring machines, vermeet saw type machines ( other than hand held) tractor mounted hydro axe, chipper with boom, all machine similar to the above includidng remote control equipment.

3: Asphalt plant engineers, Well drillers, Ditch witch (small trencher), Motor patrols, Fine grade machines, Ten-ton roller (grade fill stone base), Concrete breaking machines, Guilloline only, Stump grinder, Conveyors (except building conveyors), Fork lift trucks of all types, High pressure boliers, Machine similar to the above, including remote control equipment.

GROUP 2a: Crawler backhoes and Crawler gradalls over one cublic yard factory rating; Hydraulic backhoes over one cubic yard factory rating; All types of cranes 15 ton and over factory rating; Single person operation truck cranes 15 ton and over factory rating; Cherry picker type machinery and equipment 15 ton and over factory rating; Concrete Pumps (Heavy/Highway); Machines similar to above, including remote control equipment; Equipment in this Wage Group that does not require an oiler.

GROUP 3: Asphalt plant engineers, Well drillers, Ditch witch (small trencher), Motor patrols, Fine grade machines, Ten-ton roller (grade fill stone base), Concrete breaking machines, Guilloline only, Stump grinder, Conveyors (except building conveyors), Fork lift trucks of all types, High pressure boliers, Machine similar to the above, including remote control equipment.

GROUP 4: Seaman, Pulverzer form line grader, Farm tractors, road finishing, Concrete spreader, Power broom (self-contained), Seed spreader, Grease truck.

GROUP 5: Compressors pumps, Well point pumps, Welding machines Tireman, Power equipment, Maintenance engineer (power boats), and macnines similar to the above.

GROUP 6: Fireman, Oilers and deck hands (personnel Boats), grease truck.

* IRON0401-001 07/01/2025

BUCKS (Includes the towns of BEnsalem, Breadysville, Bristol Churchville, Cornwells Heights, Davisville, Eddington, Feasterville, Hartsville, Johnsville, Line Lexington, Neshaminy, Southampton, Tradesville, Trevose, Unionville, Warminster, and Warrington):

DELAWARE (North of a line running along State Rt 352 to right on State Rt 291 to State Line); CHESTER (Includes the towns of Aldham, Anselma, Bacton, Berwyn, Cedar Hollow, Charlestown, Chester Springs, Cromby, Devon, Devault, Daylesford, Diamond Rock, Dutton Mill, Frazer, Goshenville, Howellville, Kimberton, Ludwigs Corner, Paoli, Matthews, Perkiomen Junction, Phoenixville, Rapps Corner, Rocky Hill, Strattford, Sugartown, Tanguy, Valley Forge, Valley

Store, White Horse, Williams Corner, and Wilsons Corner);

MONTGOMERY (Remainder); and PHILADELPHIA COUNTIES

IRONWORKER, STRUCTURAL AND

ORNAMENTAL.......................$ 56.50

IRON0404-023 07/01/2024

45.30

MONTGOMERY COUNTY (Anise, Berguy, Congo, Douglas, East Greenfield, East Limerick, East Slaford, East Zieglerville, Engleville, Fagleysville, Ford, Gilbertsville, Green Lane, Hanover, New Perksionenville, Niato, Palm, Obelish, Pennsburg, Perkiomen, Pottstown, Royerfored, Raytown, Sammamansville, Tylerport, Upper Hanover, Upper Pottsgrove, Upper Wodall, West Limerick, West Salford, and West Zieglerville Townships)

Ironworkers:.....................$ 37.26

IRON0405-001 07/01/2025

Fringes

32.63

BUCKS (Includes the towns of Bensalem, Breadysville, Bristol, Churchville, Cornwell Heights, Davisville, Eddington, Festerville, Hartsville, Johnsville, Line Lexington, Neshaminy, Southhampton, Transville, Trevose, Unionville, Warminister, and Warrington), DELAWARE (North of a line running along State Route 352 to right on State Route 291 to State Line); CHESTER (Includes the towns of Aldham, Anselma, Bacton, Berwyn, Cedar Hollow, Charlestown Chester Springs, Cromby, Devon, Devault, Daylesford, Diamaond Rock, Dutton Mill, Frazer, Goshenville, Howellville, Kimberton, Ludwigs Corner, Paoli, Mathews, Perkiomen Junction, Phoenixville, Rapps Corner, Rocky Hill, Strafford, Sugartown, Tanguy, Valley Forge, Valley Store, White Horse, Williams Corner, and Wilsons Corner);

MONTGOMERY (Remainder); AND PHILDELPHIA COUNTIES

IRONWORKER, REINFORCING

Bucks, Chester, Delaware

Rates Fringes and Montgomery Counties.....$ 47.80 Philadelphia County......... $ 50.39

Reinforcing Steel Mesh, Rebar Work

36.05 36.05

The following holidays shall be observed and when work is performed thereon it shall be paid for at twice the base rate: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day. Employees shall be off Christmas Eve Day and receive four hours pay.

Employees who have to work on Christmas Eve Day shall work four hours and be paid for eight hours pay for the holiday.

Any time worked beyond fours hours shall be paid at the double time rate plus the four hours holiday pay. To receive holiday pay, the employee must work the day before Christmas Eve and the first working day after Christmas Day.

IRON0405-003 07/01/2025

BUCKS COUNTY (Includes the towns of Bensalem, Breadysville, Bristol, Churchville, Cornwells Heights, Davisville, Eddington, Feasterville, Hartsville, Johnsville, Line Lexington, Neshaminy, Southhampton, Tradesville, Trevose, Unionville, Warminster, and Warrington), DELAWARE (North of a line running along State Route 352 to right on Stae Route 291 to State Line); CHESTER (Includes the towns of Alsham, Anselma, Bacton, Berwyn, Cedar Hollow, Charlestown, Chester Springs, Cromby, Devon, Devault, Daylesford, Diamond Rock, Dutton Mill, Frazer, Goshenville, Howellville, Kimberton, Ludwig Corner, Paoli, Mattews, Perkiomen Junction, Phoenixville, Rapps Corner, Rocky Hill, Strafford, Sugartown, Tanguy, Valley Forge, Valley Store, White Horse, Williams Corner); MONTGOMERY (Remainder); and PHILADELPHIA

COUNTIES

IRONWORKER (Rigger and Machinery Mover)

Bucks, Chester, Delaware

Rates Fringes and Montgomery Counties.....$ 44.77 Philadelphia County......... $ 46.86

36.05 36.05

The following holidays shall be observed and when work is performed thereon it shall be paid for at twice the base rate:

New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day. Employees shall be off Christmas Eve Day and receive four hours pay.

Employees who have to work on Christmas Eve Day shall work four hours and be paid for eight hours pay for the holiday. Any time worked beyond fours hours shall be paid at the double time rate plus the four hours holiday pay. To receive holiday pay, the employee must work the day before Christmas Eve and the first working day after Christmas Day.

IRON0451-004 07/01/2024

CHESTER (Remainder of County), AND DELAWARE (Remainder of County)

COUNTIES

Ironworkers: (Structural, Ornamental, and Reinforcing).....$ 41.10 35.85

The following holidays shall be observed, and when work is performed thereon it shall be paid for at twice the base wage rate: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day and Christmas Day.

LABO0057-001 05/01/2024

LABORER

Rates Fringes

GROUP 1...................$ 38.80 26.99

GROUP 2...................$ 39.00 26.99

GROUP 3...................$ 39.00 26.99

GROUP 4...................$ 33.60 26.99

GROUP 5...................$ 39.65 26.99

GROUP 6...................$ 39.70 26.99

GROUP 7 .................................... $ 39.55 26.99

GROUP 8 .................................... $ 39.30 26.99

GROUP 9 ................ $ 39.15 26.99

GROUP 10 ................ $ 39.30 26.99

GROUP 11 ................ $ 39.20 26.99

GROUP 12 ................ $ 42.93 26.99

GROUP 13 ................ $ 39.50 26.99

LABORERS CLASSIFICATIONS

GROUP 1: Yardwork Laborers; Scale Mixermen; Burnermen, Feeders;

Dustmen

GROUP 2: General Laborer; Asphalt Shovelers; Sheeting, Shoring & Lagging Laborers; Stone, Granite & Artificial Stone Setting Laborer; Hod Carriers; Scaffold Builders; Relief Joints & Approach Slabs; Assembling & Placing Gabions; Pneumatic Tool Laborers; Concrete Forms & Stripping Laborers; Concrete & Lumber Material Laborers; Steel & Steel Mesh (Carrying & Handling); Form Pinners; Mortar Mixers; Pouring & Placing Concrete; Grade Men

GROUP 3: Vibrator Laborer; Finish Surface Asphalt Rackers;

Jackhammer Operators; Paving Breaker Operator; Pipelayer & Caulker (all joints up to within 5 feet of the Building Foundation Line); Conduit & Duct Layers

GROUP 4: Flagperson

GROUP 5: Miners

GROUP 6: Welders and Burners

GROUP 7: Miner Bore Driver; Blasters; Drillers; Pneumatic Shield Operator

GROUP 8: Form Setters

GROUP 9: Trackmen; Brackmen; Groutmen; Bottom Shaft Men; All Other Laborers in Free Air Tunnels; Underpinning (When an underpinning excavation is dug eight feet or more below the natural grade or where an excavation for a pier hole of five feet square or less and eight feet or more deep is dug, the rate shall apply only after a depth of eight feet is reached, to the men working in the bottom)

GROUP 10: Circular Caissons (Where an excavation for circular caissons are dug eight feet or more below the natural grade level adjacent to the starting point of the caisson hole, at ground level, for the men working in the bottom); Welders, Burners & Air Tuggers

GROUP 11: Powderman; Multiple Wagon Drill Operator GROUP

12: Toxic/Hazardous Waste Handler

GROUP 13: Wagon Drill/Hydraulic Track Drill Operator

LABO0413-005 05/01/2025

Landscaping

Farm Tractor Driver, Hydroseeder Nozzleman, Mulcher Nozzleman...........$ 31.73

FOOTNOTE:

23.72+A

A. PAID HOLIDAYS: Independence Day, Labor Day, and Thanksgiving Day

PAIN0021-003 02/01/2025

Painters:

Bridge......................$ 61.81 All Other Work..............$ 50.85

PLAS0592-008 05/01/2025

32.09 32.05

CEMENT MASON/CONCRETE FINISHER...$ 46.55

PLAS0592-012 05/01/2024

PHILADELPHIA COUNTY

32.66

PLASTERER........................$ 43.78

PLAS0592-013 05/01/2023

BUCKS, CHESTER, DELAWARE and MONTOGMERY COUNTIES

Rates

PLASTERER........................$ 39.32

PLUM0420-001 05/01/2025

32.89

32.44

Steamfitter

Bucks, Chester, Delaware, Montgomery and

Rates Fringes

Philadelphia Counties ..... $ 72.52

PLUM0690-008 05/01/2025

44.58

PLUMBER ...................... $ 70.53

* TEAM0107-002 05/01/2024

38.81

Truck drivers:

GROUP 1.....................$ 36.645

GROUP 2.....................$ 36.745

GROUP 3.....................$ 36.995

TRUCK DRIVERS CLASSIFICATIONS

22.5495+a+b 22.5495+a+b 22.5495+a+b

GROUP 1 - Stake body truck (single axle, dumpster)

GROUP 2 - Dump trucks, tandem and batch trucks, semi-trailers, agitator mixer trucks, and dumpcrete type vehicles, asphalt distributors, farm tractor when used for transportation, stake body truck (tandem)

GROUP 3 - Euclid type, off-highway equipment or belly dump trucks and double hitched equipment, staddle (ross) carrier ** Low bed trailers shall be paid $0.50 higher than the hourly rate for GROUP 2

FOOTNOTE:

a. PAID HOLIDAYS: Memorial Day, Independence Day, Labor Day, Thanksgiving Day and five personal holidays provided employee works at least one day in the three work days before and at least one day in the three work days after the said holiday.

Emloyee earns a personal holiday every two months, provided employee has worked twenty-six day in each consecutive two month period, up to a maximum of five per calendar year. After 130 work days the employee is entitled to all five personal holidays.

b. PAID VACATION: Employee will earn one vacation day for every two months, provided employee has worked twenty-six day in each consecutive two month period, up to a maximum of five vacation days per calendar year. After 130 workdays the employee is entitled to all five days of vacation. Employees with 5 years of seniority, earn an additional week of vacation, accrued in the same way.

c. Low bed trailers shall be paid $0.50 higher than the hourly rate for GROUP 2

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 https://www.dol.gov/agencies/whd/government-contracts.

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) (iii)).

The body of each wage determination lists the classifications and wage rates that have been found to be prevailing for the type(s) of construction and geographic area covered by the wage determination.

The classifications are listed in alphabetical order under rate identifiers indicating whether the particular rate is a union rate (current union negotiated rate), a survey rate, a weighted union average rate, a state adopted rate, or a supplemental classification rate.

Union Rate Identifiers

A four-letter identifier beginning with characters other than ""SU"", '"'UAVG"", ?SA?, or ?SC? denotes that a union rate was prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2024.

PLUM is an identifier of the union whose collectively bargained rate 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. The date, 07/01/2024 in the example, is the effective date of the most current negotiated rate.

Union prevailing wage rates are updated to reflect all changes over time that are reported to WHD in the rates in the collective bargaining agreement (CBA) governing the classification.

Union Average Rate Identifiers

The UAVG identifier indicates that no single rate prevailed for those classifications, but that 100% of the data reported for the classifications reflected union rates. EXAMPLE:

UAVG-OH-0010 01/01/2024. UAVG indicates that the rate is a weighted union average rate. OH indicates the State of Ohio. The next number, 0010 in the example, is an internal number used in producing the wage determination. The date, 01/01/2024 in the example, indicates the date the wage determination was updated to reflect the most current union average rate.

A UAVG rate will be updated once a year, usually in January, to reflect a weighted average of the current rates in the collective bargaining agreements on which the rate is based.

Survey Rate Identifiers

The ""SU"" identifier indicates that either a single non-union rate prevailed (as defined in 29 CFR 1.2) for this classification in the survey or that the rate was derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As a weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example:

SUFL2022-007 6/27/2024. SU indicates the rate is a single non-union prevailing rate or a weighted average of survey data for that classification. FL indicates the State of Florida. 2022 is the year of the 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. The date, 6/27/2024 in the example, indicates the survey completion date for the classifications and rates under that identifier.

?SU? wage rates typically remain in effect until a new survey is conducted. However, the Wage and Hour Division (WHD) has the discretion to update such rates under 29 CFR 1.6(c)(l).

State Adopted Rate Identifiers

The '"'SA"" identifier indicates that the classifications and prevailing wage rates set by a state (or local) government were adopted under 29 C.F.R 1.3(g)-(h). Example: SAME2023-007 01/03/2024. SA reflects that the rates are state adopted. ME refers to the State of Maine. 2023 is the year during which the state completed the survey on which the listed classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination.

The date, 01/03/2024 in the example, reflects the date on which the classifications and rates under the ?SA? identifier took effect under state law in the state from which the rates were adopted.

WAGE DETERMINATION APPEALS PROCESS

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

a) a survey underlying a wage determination

b) an existing published wage determination

c) an initial WHD letter setting forth a position on a wage determination matter

d) an initial conformance (additional classification and rate) determination

On survey related matters, initial contact, including requests for summaries of surveys, should be directed to the WHD Branch of Wage Surveys. Requests can be submitted via email to davisbaconinfo@dol.gov or by mail to:

Branch of Wage Surveys Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210

Regarding any other wage determination matter such as conformance decisions, requests for initial decisions should be directed to the WHD Branch of Construction Wage Determinations. Requests can be submitted via email to BCWD-Office@dol.gov or by mail 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 an initial decision has been issued, then any interested party (those affected by the action) that disagrees with the decision can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Requests for review and reconsideration can be submitted via email to dba.reconsideration@dol.gov or by mail 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 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.

END OF GENERAL DECISION"

(End of Summary Changes)