Amendment_0001.pdf

W16ROE30148256

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:

a. Incorporate Revised Specifications and Draw ings.

b. To incorporate Responses to Questions (For Informational Purpose Only).

c. Incorporate Revised General Decision Number: NJ130039 05/17/2013

Proposal due date remains the same as 04 June 2013 at 2:00 P.M. EST.

NOTE: Offeror must acknow ledge receipt of this amendment by the date specified in the proposal (or as amended) by one of the follow ing methods: in the space provided on the SF 1442, by separates letters, or by telegram by signing block 15 below . FAILURE TO ACKNOWLDEGE AMENDMENTS BY THE DATE AND TIME SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER IN ACCORDANCE WITH THE SUBMISSION, MODIFICATION, REVISION, AND WITHDRAWAL OF PROPOSALS (FAR 15.208).

1. CONTRACT ID CODE PAGE OF PAGES

J 1 16

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

16C. DATE SIGNED

BY 22-May-2013

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 W912DS-13-R-0017

X 9B. DATED (SEE ITEM 11)

02-May-2013

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 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

22-May-2013

CODE

US ARMY CORPS OF ENGINEERS, NEW YORK

26 FEDERAL PLAZA, RM 1843

NEW YORK NY 10278-0090

W912DS 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DS-13-R-0017

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 0001

The following changes shall be made to the drawings and specifications.

DRAWINGS

1. The following drawings have been ADDED as mentioned in response to question Q004 (see below);

B-107 PERCOLATION TEST BORING LOGS 2/19/2013

B-108 PERCOLATION TEST BORING LOGS 2/19/2013

B-109 PERCOLATION TEST LOCATION PLAN 2/19/2013

B-110 PERCOLATION TEST BORING LOGS 2/19/2013

B-111 PERCOLATION TEST BORING LOGS 2/19/2013

2. The following drawings have been REVISED as mentioned in response to questions Q013 & Q015 (see below);

M-306 SECTIONS 5/14/2013

M-603 GROUND LOOP DIAGRAM 5/14/2013

BIDDER’S QUESTIONS AND GOVERNMENT REPLY

(Questions that may be of general interest of all bidders/Government and that are not readily answered by the proceeding changes will appear below. These questions may have been paraphrased or altered to represent several questions regarding the same subject and/or clarify and simplify the question(s).

Questions and answers are issued to the Offerors/Bidders for information only.)

Q001: Specification 144500 Vertical Personnel Lift does not indicate a basis of design manufacture only performance requirements. Please provide us a basis of design MFG as we are having problems locating a MFG.

A001: Basis of design is Alimak Hek, Model #SE 600. As stated in Q001 Specification 144500 Vertical Personnel Lift does not indicate a basis of design ......." and as such it is a performance based specification open to all. The “Basis of Design” does not imply that the item listed be either sole source or proprietary in any manner.

Q002: Specification 050523 paragraph 1.5.1 and 051200 paragraph 1.4 requires the steel fabricator to be AISC certified in the STD category. A majority of steel fabricators do fabricate to only one standard, the AISC. Having the requirement to have this certification will drastically limit the amount of steel contractors who will bid this project and will drive the cost higher because the Prime contractor will need to subcontractor to an STD firm. Please advise if these certifications can be waived. There have been a number of DoD projects done where these certificates were not required.

A002: The Government acknowledges this Offerors concern, but believes there to be adequate numbers of certified fabricators to ensure competition."

Q003: Drawing C-512 indicates the 2 205,000 gallon storage tanks. We have looked at the structural drawing as well as the civil drawings and cannot locate the design for the foundation for these tanks. We respectfully request a design detail.

A003: A design detail will not be provided; the contractor and their tank installer are responsible for design of the tank foundation. Please refer to the specifications, section 33 16 15, “Water Storage Steel Tanks”, paragraph 1.3, “Submittals”. Foundation design is to be included in the submittals of shop drawings and product data and must include a certificate, signed by a registered professional engineer that includes the information listed in sub-paragraph SD-07, “Certificates”.

Q004: Drawing GV102 – sheet index shows geotechnical drawings B-100 thru B-111 Vol 1A of drawings only goes to B106 (B-107 thru B-111 are missing) (they are not in the rest of the volumes either) Please provide

A004: Drawings B-107 thru B-111 have been added as part of AMENDMENT 1

Q005: Drawing A-513, details 2,6 & 10 for the TL Panel head, sill & jamb conditions. The contact documents do show how the TL panel system will attach to the steel girt. A continuous steel plate should be provided between the TL panel system and the Fabricated Wall Panel at head, sill and jambs for proper separation and structural attachment. Please provide a detail to the structural drawings and architectural drawings.

A005: Drawings and specifications will be revised in a forthcoming amendment to address this issue.

Q006: Specification Section 086045 Translucent Panels subsection 2.2.2 /Non Combustible Grid Core and 2.2.4 Panel Construction - calls for aluminum I-beam.........Should be changed to a Thermally broken I-beam to conform with "u" factor requirement (2.3.3) and Condensation Index Rating of 80 (2.3.4).

A006: Drawings and specifications will be revised in a forthcoming amendment to address this issue.

Q007: Specification Section 086045 Translucent Panels subsection 2.4 a - Integral perimeter framing system should include "all to be thermally broken" and by the manufacturer. Required for NFRC certification required as per 2.4.

A007: Drawings and specifications will be revised in a forthcoming amendment to address this issue.

Q008: Specification Section 086045 Translucent Panels subsection 2.4 h - Exterior panel impact resistance should at 70 ft.-lbs. Omit the 40' drop distance. These corrections will be in sync with all other performance requirements. Should a Hi-Impact ext. face be required, the ft-lbs should be 230 and the exterior face sheet to be changed to White and Light transmission % to 20 and SHGC to 0.28.

A008: Drawings and specifications will be revised in a forthcoming amendment to address this issue.

Q009: Factor 1 allows for Joint Venture Proposals to be submitted. Can a business classified as a small business joint venture with an large business and submitted a proposal as a qualified bidder?

A009: Large/Small business JVs except for Mentor-Protégés approved by SBA will not be allowed to submit a proposal as a qualified bidder.

Q010: Reference solicitation page 23 of 116 paragraph 3.1.2 on Past Performance Questionnaire Submission. The fifth line in the paragraph states that completed past performance questionnaires should be submitted with your proposal. Page 35 of 116 states that the completed questionnaire be returned to New York District.

Question: Do the completed client questionnaires get submitted with the contractor’s proposal or does the client submit them directly to New York District?

A010: The past performance questionnaires are to be submitted in the Offeror's proposal package. If a past client fails to return the Offeror's survey in time to include it in the proposal the Government requires the Offeror to complete and include the first page of the Past Performance Questionnaire in the proposal. Offeror's should follow-up with clients to ensure a timely submittal of questionnaires.

The following formal changes need to be made in the amendment:

Section 00 22 11, paragraph 3.1.2 Factor 2-Contractor Performance In the first paragraph, last line, delete the following sentence in its entirety without substitution "If the client requests, questionnaires may be submitted directly to the Government's point of contact: inclusive of the Corps of Engineers address and phone/fax information".

Attachment #2 - Past Performance Questionnaire - on the instructions for submission, delete the last sentence in its entirety, "Please complete and return.....". The Offeror shall instruct his client that the completed questionnaire must be returned to the Offeror for inclusion in the Offeror's proposal package.

Q011: Page 79 of 116 paragraph 3 - Prosecution of work within Wetland areas: The first sentence states “No work under this project is within wetland areas.” The remainder of the paragraph reads “The Contractor will not be allowed to work within the Wetlands nor its buffer zones. Construction of the new utilities that are located within the wetland areas or connection to existing utilities within the wetland areas will only be allowed once the appropriate New Jersey State Agency(s) has approved the Air Force’s permit application. Any work in wetlands will require a NJDEP wetlands permit through the Pinelands Commission.” The first sentence of the paragraph conflicts with the rest of the paragraph.

Question: Is any of the work under this project within the Pineland Commission jurisdiction that a permit is required?

A011: No areas within the contract are or have been identified as wetlands or are they within 300 feet of wetlands nor does the contract call for the contractor to file for permit(s) from the Pineland Commissions."

Q011: Specification 331615 references AWWA D100 which is a welded tank specification. There have been other tanks installed at Lakehurst which are AWWA D103-09 Bolted Tanks. Would bolted tanks per AWWA D103-9 be acceptable?

A011: Please provide welded steel tank in accordance with AWWA D100 and NFPA 22 as specified.

Q012: Drawing CP-105 detail 2 indicates an aircraft tie down detail using a 1.25” diameter rebar 5.75” from the top of the slab. Would the Government consider/allow the use of a Neenah Foundry Airport Mooring Eye #R-3490A (6” high).

A012: The Offers shall follow detail 2 on drawing CP-105.

Q013: Specification Section 23 81 47, Water Loop and Ground Loop Heat Pump Systems, Page 22, Paragraph 2.9 Bentonite Grout, specifies using bentonite to tremie grout the loops in place once they are installed. Is there a required minimum thermal conductivity rating for the bentonite grout material?

A013: The required minimum thermal conductivity rating for the Bentonite Grout is 1.01 BTU/hr/ft/°F. Specification Section 23 81 47 will be revised to reflect this data.

Q014: Specification Section 23 81 47, Water Loop and Ground Loop Heat Pump Systems, Page 27, Paragraph 3.4.7, Tracer Wire, stipulates the installation of tracer wire for the geothermal loop installation.

Will any additional specifications and/or details be provided regarding the specifications of the tracer wire itself, as well as details on connection and termination points of the tracer wire system?

A014: Material for and installation of tracer wire is included in Section 23 81 47, Water Loop and Ground Loop Heat Pump Systems, page 19, paragraph 2.5.7 and page 29, paragraph 3.4.7. In addition, refer to Detail 1 on sheet C-503 for a typical tracer wire installation. Material and installation of tracer wire shall conform to the requirements of this Contract Documents.

Q015: Specification Section 23 81 47, Water Loop and Ground Loop Heat Pump Systems, Page 29, Part 3.9.2, Flow Test of Ground Heat Exchanger Piping, states in part, “After purging has been completed, add the required amount of antifreeze to the system to achieve the required solution concentration” (15 degree F freeze protection). However, the pump schedule on Drawing M-701 shows water as the fluid type required for the “Geothermal Loop.” Is any antifreeze required for the geothermal loop system? If so, what type and concentration of antifreeze is required?

A015: There is no antifreeze required for the geothermal loop system. The referenced specification paragraph will be revised to delete the reference to antifreeze.

Q016: Drawing M-603, Ground Loop Diagram, shows piping transitions in each of the five loop circuits, with 2 ½ inch HDPE piping connecting to the 4 inch manifolds located in the proposed mechanical room.

Please be advised that high density polyethylene (HDPE) pipe is not manufactured in a 2 ½ inch size. Will 3 inch HDPE will be acceptable in lieu of the 2 ½ inch pipe specified?

A016: The dual temperature piping above ground is steel or copper and is specified in Section 23 81 47, page 17, paragraph 2.3 and Section 23 64 26. All manifold piping including the 2 ½” piping above grade is identified as dual temperature piping. The below ground geothermal piping identified as GHES and GHER is HDPE as required by the Contract Documents. Use of 3” HDPE for GHES and GHER is acceptable. M-603 will be revised to change all 2 ½” GHES and GHER to 3”.

Q017: Drawing M-306, Sections, Detail 1, Geothermal Return Manifold and Detail 2, Geothermal Supply Manifold both call for the installation of a 1 inch flush/purge ball valve on each supply and return line connecting to 4 inch manifolds. Specification Section 23 81 47, Water Loop and Ground Loop Heat Pump Systems, Page 28, Part 3.9.2, second paragraph from the bottom of the page, states in part, “A velocity of 2 feet/sec is required in pipe sections to remove the air.” The 1 inch flush/purge port shown on Drawing M-306 is insufficient to purge all of the air out of the geothermal loop system. Will a single three (3) inch flush/purge valve on each manifold be acceptable in lieu of the one (1) inch ?

A017: The dual temperature piping where the 1” flush/purge ball valves are shown is 2 ½” as previously indicated. Provide 2 ½” flush/purge fittings in lieu of the 1” shown on the drawings. M- 306 and M-603 will be modified to reflect the 2 ½” fittings.

Q018: Specification Section 23 81 47, Water Loop and Ground Loop Heat Pump Systems, Page 17, Part 2.3, Above Ground Piping Systems, stipulates to “Provide above ground steel or copper, dual temperature piping as specified in Section 23 64 26.” Can high density polyethylene (HDPE) pipe be used in lieu of steel or copper for the 4 inch geothermal supply and return manifolds?

A018: HDPE is not acceptable for dual temperature piping. Provide pipe materials as specified.

Q019: Drawing M-306, Sections, Detail 1, Geothermal Return Manifold and Detail 2, Geothermal Supply Manifold contain a notation of 2 ½” DTR and 2 ½” DTS. Please clarify, do these notations refer generically to the manifold piping as “Dual Temperature Water Return” and “Dual Temperature Water Return” or do they refer to an additional component required between the ball valves and circuit balancing valves and the flush ports?

A019: 2 ½” DTR and 2 ½” DTS identify the pipe and piping system as dual temperature supply pipe and dual temperature return pipe.

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been added by full text:

REVISED WAGE RATES

General Decision Number: NJ130039 05/17/2013 NJ39

Superseded General Decision Number: NJ20120039

State: New Jersey

Construction Type: Building

County: Ocean County in New Jersey.

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

Modification Number Publication Date 0 01/04/2013 1 02/15/2013 2 04/12/2013 3 05/17/2013

ASBE0089‐004 07/02/2011

Rates Fringes

ASBESTOS WORKER/HEAT & FROST

INSULATOR ((includes the application of all insulating materials, protective coverings, coatings and finishings to all types of mechanical systems; also, the application of firestopping material to openings and penetrations in walls, floors, ceilings and curtain walls; also, all lead abatement))......................$ 38.67 29.08

PAID HOLIDAYS:

The last day prior to the Christmas and New Year's Day observed holiday: 4 hrs. pay.

BRNJ0002‐013 05/01/2012

Rates Fringes

Bricklayer.....................$ 36.95 25.37

Work on high stacks: 22% per hour additional.

BRNJ0007‐017 06/01/2012

Rates Fringes

Tile finisher..................$ 38.28 20.50 Tile setter....................$ 43.27 24.75

Tile finisher:

Work grouting all epoxy: $10.00 additional per day.

CARP0006‐011 11/01/2012

Rates Fringes

CARPENTER

Including Acoustical Ceiling Installation, Drywall Hanging and Formwork....................$ 41.49 56%

* ELEC0400‐005 06/04/2012

Rates Fringes

Electrician & Cable Splicer (Including Low Voltage Wiring)...$ 43.04 29.70

ELEV0005‐004 01/01/2013

Rates Fringes

Elevator mechanic..............$ 49.84 25.185

PAID HOLIDAYS:

New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day.

PAID VACATION:

Employer contributes 2% of basic hourly rate as vacation pay credit for 6 months to 5 years of service, and 4% for 5 years or more of service.

ENGI0825‐020 01/01/2013

Rates Fringes

Power equipment operators:

GROUP 1.....................$ 42.32 26.65

GROUP 2.....................$ 41.73 26.65

GROUP 3.....................$ 39.82 26.65

GROUP 4.....................$ 38.19 26.65

GROUP 5.....................$ 36.48 26.65

Hazardous waste removal work:

Work on a state or federally designated hazardous waste site, where the worker is in direct contact with hazardous material, and when personal protective equipment is required for respiratory, skin and eye protection: 20% per hour additional.

PAID HOLIDAYS:

New Year's Day, Washington's Birthday observed, Memorial Day, Independence Day, Labor Day, Presidential Election Day, Veteran's Day, Thanksgiving Day and Christmas Day; provided

1) that the worker works three of the preceding five work days before the holiday; or, the work day before the holiday and the work day after the holiday; and, 2) that the worker works the work day before and the work day after the holiday.

DEFINITION OF GROUPS:

GROUP 1:

Backhoe, Including Backhoe Track; Boom; Concrete Paving Machine; Crane (all types, including overhead and straddle traveling type); Drill (down‐the‐hole drill, rotary drill, self‐propelled hydraulic drill, self‐powered drill);

Elevating Grader; Excavator; Front End Loader (5 cu. yd.

and over); Piledriver (length of boom, including length of leads, shall determine premium rate applicable); Trencher

GROUP 2:

Backhoe Loader Combo; Concrete Pumper; Grader/Blade (Finish);

Hoist; Hydraulic Crane, 10 Tons and under; Front End Loader (2 cu. yd. but less than 5 cu. yd.); Scraper; Side Boom

GROUP 3:

Asphalt Spreader; Bulldozer;Compressor(2 or 3) (in Battery) (within 100 ft.); Forklift; Front End Loader (1 cu. yd.

and over but less than 2 cu. yd.); Lull; Mechanic; Paver, Asphalt; Roller, Blacktop; Tractor;

GROUP 4:

Bobcat/Skid Loader; Compressor (Single); Farm Tractor; Front End Loader (under 1 cu. yd.); Hydroseeder; Roller, Grade;

Pump, Hydraulic

GROUP 5:

Oiler

* IRON0011‐008 08/01/2012

Northern Third of County

Rates Fringes

IRONWORKER

Reinforcing.................$ 40.74 39.40 Structural and Ornamental...$ 43.54 39.40

IRON0068‐012 07/01/2012

Middle Third of County

Rates Fringes

IRONWORKER

Reinforcing.................$ 42.10 19.78 Structural and Ornamental...$ 44.10 19.78

IRON0350‐007 07/01/2012

Southern Third of County

Ironworkers:

Reinforcing.................$ 43.62 26.25 Structural and Ornamental...$ 44.62 26.25

LABO0222‐006 07/01/2012

Rates Fringes

LABORER

MASON TENDER:

Brick/Cement/Concrete.......$ 29.85 23.07

LABO0222‐009 07/01/2012

Rates Fringes

Laborers:

Asphalt Shoveler, Asphalt Spreader, Common or General Laborer, Landscape Laborer, Pipelayer, Power Tool Operator and Screedman...................$ 29.35 23.07

LABO1030‐002 05/01/2011

Rates Fringes

Asbestos Removal Laborer.........$ 28.37 21.62

The removal, abatement, enclosure and decontamination of personal protective equipment, chemical protective clothing and machinery relating to asbestos and/or toxic and hazardous waste or materials which shall include but not necessarily be limited to: the erection, moving, servicing and dismantling of all enclosures, scaffolding and barricades; the operation of all tools and equipment normally used in the removal or abatement of asbestos and toxic or hazardous waste or materials; the labeling, bagging, cartoning, crating, or other packaging of materials for disposal; the clean‐up of the worksite; and all other work incidental to the removal, abatement, encapsulation, enclosure, and decontamination of asbestos and toxic or hazardous waste or materials; and, in addition, all work tasks involved in the maintenance and operation of energy resource recovery plants (co‐generation plants)

PAIN0021‐034 05/01/2012

OCEAN COUNTY (south of a line drawn between these cities:

Florence to Bustleton to Columbus to Jobstown to Pemberton to Ongs Hat to Chatsworth to Whiting to Pinewald to Ocean Gate to Seaside Heights)

Glazier........................$ 38.35 25.35

Work at 30 ft. above the working surface, or on a swing stage: $1.00 per hour additional.

PAIN0711‐016 05/01/2012

OCEAN COUNTY (north of a line drawn between these cities:

Florence to Bustleton to Columbus to Jobstown to Pemberton to Ongs Hat to Chatsworth to Whiting to Pinewald to Ocean Gate to Seaside Heights):

Glazier........................$ 40.33 19.89

Work welding or using a cutting torch: $1.00 per hour additional.

Work on a swing stage scaffold; on a pipe scaffold providing the working height of the platform is 30 ft. or above; and on motorized lifts provided that the height of the lift platform is above the second floor or above thirty feet:

$1.00 per hour additional.

PAIN0711‐018 05/01/2012

Rates Fringes

DRYWALL FINISHER/TAPER...........$ 36.97 19.57

PAIN0711‐019 11/01/2012

Rates Fringes

PAINTER (Brush & Roller).........$ 36.62 19.54 PAINTER (Spray)..................$ 40.28 19.98

* PLAS0008‐007 05/01/2013

Plasterer......................$ 34.70 25.55

PLAS0592‐036 05/01/2012

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 38.37 28.56

* PLUM0009‐018 03/01/2013

OCEAN COUNTY (north of a line drawn from the Atlantic Ocean following a line westerly through the middle of the Barnegat Inlet, continuing west through Barnegat Bay into the town of Waretown; then, continuing along County Road Route 532 until County Road Route 532 becomes State Highway Route 72; then, continuing along State Highway Route 72 until it reaches the Burlington County line):

PIPEFITTER (Including HVAC Pipe Installation)...............$ 43.08 31.65 Service and Repair..........$ 34.03 18.53 PLUMBER (Excluding HVAC Pipe Installation)....................$ 43.08 31.65 Service and Repair..........$ 34.30 18.53

* PLUM0322‐007 05/01/2013

OCEAN COUNTY (south of a line drawn from the Atlantic Ocean following a line westerly through the middle of the Barnegat Inlet, continuing west through Barnegat Bay into the town of Waretown; then, continuing along County Road Route 532 until County Road Route 532 becomes State Highway Route 72; then, continuing along State Highway Route 72 until it reaches the Burlington County line)

PIPEFITTER (Including HVAC Pipe Installation)...............$ 43.02 32.54 PLUMBER (Excluding HVAC Pipe Installation)....................$ 43.02 32.54

ROOF0030‐027 05/01/2009

Rates Fringes

Roofer

SHINGLES....................$ 23.25 13.77

SLATE AND TILE..............$ 26.25 13.77

ALL OTHER WORK..............$ 30.00 22.70

Mopper, and operator of felt‐laying machine: $.50 per hour additional.

Work applying roofing material, on any new construction job, on those days on which a felt‐laying machine or slag dispensing machine is used: $.50 per hour additional.

PAID HOLIDAY:

The last working day before Christmas, to be paid at the rate of four hours pay.

SFNJ0669‐006 01/01/2013

Rates Fringes

SPRINKLER FITTER (Fire Sprinklers)......................$ 44.43 21.36

SHEE0027‐009 06/01/2012

Rates Fringes

SHEET METAL WORKER (Including HVAC Duct Installation)..........$ 43.08 32.52

TEAM0469‐004 05/01/2011

Rates Fringes

Truck drivers:

Dump Truck..................$ 34.75 24.385 Off the Road Truck..........$ 34.60 24.385

Hazardous waste removal work:

Work on a state or federally designated hazardous waste site, where the worker is in direct contact with hazardous material, and when personal protective equipment is required for respiratory, skin and eye protection: $3.00 per hour additional.

Work on a state or federally designated hazardous waste site, in a zone requiring Level A personal protection for any workers other than the truck driver: $3.00 per hour additional.

Work on a state or federally designated hazardous waste site where the worker is not working in a zone requiring Level

A, B or C personal protection: $1.00 per hour additional.

PAID HOLIDAYS:

New Year's Day, President's Day, Decoration Day, Independence Day, Labor Day, Presidential Election Day, Veteran's Day, Thanksgiving Day and Christmas Day.

VACATION PAY CREDIT:

Workers working or receiving pay for 80 days within a year receive one week paid vacation (48 hours); 125 days receive two weeks paid vacation (96 hours); 145 days receive 15 days paid vacation (120 hours); 15 years seniority and 145 days receive 4 weeks paid vacation (160 hours).

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

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 union or non‐union.

Union Identifiers

An identifier enclosed in dotted lines beginning with characters other than "SU" denotes that the union classification and rate have found to be prevailing for that classification. Example: PLUM0198‐005 07/01/2011. The first four letters , PLUM, indicate the international union and the four‐digit number, 0198, that follows 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, 07/01/2011, following these characters is the effective date of the most current negotiated rate/collective bargaining agreement which would be July 1, 2011 in the above example.

Union prevailing wage rates will be updated to reflect any changes in the collective bargaining agreements governing the rates.

0000/9999: weighted union wage rates will be published annually each January.

Non‐Union Identifiers

Classifications listed under an "SU" identifier were derived from survey data by computing average rates and are not union rates; however, the data used in computing these rates may include both union and non‐union data. Example: SULA2004‐007 5/13/2010. SU indicates the rates are not union majority rates, LA indicates the State of Louisiana; 2004 is the year of the survey; and 007 is an internal number used in producing the wage determination. A 1993 or later date, 5/13/2010, indicates the classifications and rates under that identifier were issued as a General Wage Determination on that date.

Survey wage rates will remain in effect and will not change until a new survey is conducted.

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

The following have been deleted:

WAGE RATES

(End of Summary of Changes)