AMENDMENT_0003.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. Incorpoate Revised Specifications and Draw ings.

b. Incorporate Responses to Questions (For Informational Purpose Only).

c. Incorporate Revised General Decision Number: NJ130039 dated 5/24/2013

Proposal due date remains the same as 18 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 21

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

16C. DATE SIGNED

BY 06-Jun-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

06-Jun-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 0003

AMENDMENT 0003 TO THE BID SCHEDULE, DRAWINGS AND SPECIFICATIONS FOR

CERDEC Flight Activity Facility, Lakehurst, NEW JERSEY; W912DS-13-R-0017

4 June 2013

TO OFFERORS

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

DRAWINGS

1. The following drawings have been ADDED;

NUMBER TITLE DATE

NONE

2. The following drawings are REVISED and REISSUED:

NUMBER TITLE DATE

CS104 SITE PLAN 23 May 13 C-506 CIVIL DETAILS 23 May 13 C-510 CIVIL DETAILS 23 May 13 A-105 FLOOR PLAN - AREA D 26 May 13 A-404 INTERIOR ELEVATIONS & SECTIONS 24 May 13 A-606 ROOM FINISH SCHEDULE 24 May 13 AF 101 INTERIOR FINISH PLAN- BID OPTION 4- AREA C, D, E & F 24 May 13 AF 101 INTERIOR FINISH PLAN- BID OPTION 4- AREA C, D, E & F 24 May 13

SPECIFICATIONS

1. The following specifications are ADDED to the specification and issued with this amendment:

SECTION TITLE DATE

00800 FAA AC No: 150/5345-44J 9/29/2010

2. The following specifications are REVISED and REISSUED:

00 80 00.18

PICTURES, MAPS,

EXHIBITS &

ENTRY CONTROL

PROCEDURES

INSTALLATION ENTRY CONTROL

PROCEDURES FOR ALL CONTRACTORS

(87th Security Forces Squadron (SFS)

NA

00 22 11 ATTACHMENT #3, KEY PERSONEL RESUME

FORM

NA

10 56 26 MANUAL MOBILE STORAGE SYSTEM

(Motorized Mobile Storage System is deleted and replaced in its entirety by this reissued section)

23 May 13

23 81 47 WATER-LOOP AND GROUND-LOOP HEAT

PUMP SYSTEMS

14 May 13

3. The following specifications are REVISED but NOT REISSUED:

SECTION 00800, SPECIAL CONTRACT REQUIREMENTS:

Add the following paragraph to the end of this section:

“ 61. REFERENCE INFORMATION. Appended to this section, under amendment 3, is U.S.

Department of Transportation, Federal Aviation Administration Advisory Circular, AC No: 150/5345-44J, Subject: SPECIFICATION FOR RUNWAY AND TAXIWAY

SIGNS.”

SECTION 00 22 11, PROPOSAL SUBMISSION REQUIREMENTS, EVALUATION CRITERIA,

AND BASIS OF AWARD – BEST VALUE LPTA:

On page 43 of 116, GENERAL INSTRUCTIONS: Following the words, Electonic Submission, delete in its entirety the portion of sentence that reads, “In addition to the hard copies required in paragraph 3.5” and replace it with “In addition to the hard copies required in paragraph 2.7” as revised under amendment 2.

Refer to Paragraph 3.1.3, insert the after the words "names of significant subcontractor entities" the following: “( refer to those elements listed under “Similar Complexity” in Factor 1).”

2. The following specification is DELETED in its entirety (and from the index) without

REPLACEMENT:

113113 ELECTRIC KITCHEN EQUIPMENT NA

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.)

Q025: Drawing ES402, notes 14 & 15, Spec 26 56 20: Per notes 14 & 15 we cannot find any information regarding taxiway sign messages in the contract documents (civil Drawings and Specs) for the two signs.

A025: Drawing CS101 Keynotes #2 & #4 references FAA Advisory Circular (AC) 150/534544. Attached herewith is FAA AC 150/534544 for your use. The Advisory Circular will contain the necessary information required for the construction of the signs.

Both signs shall be Size 3, Style 2. Refer to Drawing CS101 for type of sign.

Q026: Specification 321110 Drainage Layer paragraph 2.1.2 lists the gradation for of the drainage layer. Reviewing Table 901-1 of the Department of Transportation for Standard Sizes of Course Aggregate, the size that closely resembles the specified drainage layer is #57 size which is the ¾” clean crushed stone. Please concur that this is the material to be used. If not, please advise which size number is to be used off the Table 901-1 of the Department of Transportation for Standard Sizes of Course Aggregate.

A026: New Jersey Department of Transportation Standards are not to be used for the gradation of the Drainage Layer. Conform to the gradation provided in Specification Section 32 11 10.

Q027: Specification 321123 Aggregate Base Course paragraph 2.1.3 lists the gradation.

Please concur that this is the FAA P209 material.

A027: This is not FAA P209 material. Conform to the gradation provided in Specification Section 32 11 23.

Q028: Drawing CP100, the Unpaved Should is meant to be soil aggregate. Beyond the unpaved should is 6” of topsoil per specification 310000 paragraph 3.17. Please concur.

A028: Unpaved shoulder is to receive topsoil and sod as indicated in Specification Section 31 00 00 paragraph 3.17.

Q029: Drawing CS-101 Keynote #2 and #4 for ha painted signage appear to not have a rigid surface such as asphalt or concrete to be painted on. Please provide a detail and cross section as to what the intent is.

A029: Keynotes #2 and #4 on CS101 do not indicate painted signage; they indicate upright signage in accordance with FAA Advisory Circular (AC) 150/5345-44, which has been issued with this specification.

Q030: Specification 41 22 13.15 BRIDGE CRANES does not separate the Fall Arrest Bridge Cranes from the 10 Ton Bridge crane with regard to features. Are the Fall Arrest Bridge cranes to have the exact same features as the 10 Ton bridge crane i.e. controls, motors, warning devices, indicator lights, identification plates, signage & markings, etc.?

A030: The bridges that are to support the fall restraint systems are to be fabricated and installed per Specification Section 41 22 13.15. The fall restraint bridges are to be motorized and shall have the same features as the crane bridges, except that there are no hoists. The fall restraint trolleys may run directly on the bottom flange of the bridge or on a separate rail that is attached to the bottom of the bridge girder. If a separate rail is used, the rail and its connections shall be designed by the fall restraint trolley supplier per Specification Section 11 94 00. The fall restraint bridge shall be designed for a vertical load of 3 times 1800 lbs = 5400 lbs applied at any location along the bridge. The bridge shall be tested per Section 3.2 (disregarding portions that pertain to trolleys, hoists and hooks). The trolleys shall be tested per Specification Section 11 94 00.

Q031: Drawing CG501, we presume that the sediment basins as detailed are temporary and are to be removed as the project comes to completion. Please concur.

A031: Concur, sediment basins are temporary and will be converted into final infiltration basins.

Q032: Drawing CG501 detail 1, please advise what the intent or how it’s to be placed with respect to the stakes within the filter fabric. It appears that there are stakes placed horizontally within the encapsulation of the #57 stone and then more #57 stone is placed on top?

A032: Filter fabric is to be placed over #57 stone at the toe of the berm. Stakes must be of sufficient length to secure filter fabric to earthen berm below.

Q033: Drawing CU-104 from inlet A4 to inlet A3 the storm profiles indicates 159.31’ of 28.5” x 18” RCPA. At the storm sewer plan view 1 at Inlet A4 the out elevation at 80.02 states 2-18” RCP. We presume this is accurate since 28.5” x 18” RCPA does not exist. Please concur or provide the correct make for an HERCP.

A033: Pipe from Inlet A-4 to Inlet A-3 is a single 28-1/2” x 18” RCP Arch Pipe. 28-1/2” x 18” RCPA is a standard ASTM C-506 arch pipe section and is sold by multiple manufacturers. The plan view note for Inlet A-4 should read “FL OUT: 80.02 28-1/2” X 18” RCPA” instead of “FL OUT: 80.02 2-18” RCP” 9.

Q034: Specification 102126, drawing A105 for room 124 indicate a welding curtain, however, there are no details as to where install the track, how high off the floor the curtain is to be installed or how high the curtain is. Please provide this information.

A034: 1/A-105 has been revised to show dimensions for the welding curtain track.

Keynote #8 has been revised with the following information:

INSTALL WELDING CURTAIN WITH SUSPENDED TRACK AT 8'-0" AFF. INSTALL FULL

HEIGHT CURTAIN WITH NO MORE THAN 0'-6" AFF TO BOTTOM OF CURTAIN.

Q035: Specification 113113 Electric Kitchen Equipment calls for a house hold garbage disposal. We cannot seem to find a location(s) where it goes but can only presume that it is to be installed in break room 148 and 156. However, when reviewing plumbing drawings and electrical power plan drawings, there is no indication on these 2 utility drawings that there is any garbage disposals. Please advise if there are garbage disposals for these 2 rooms and if so, please provide plumbing and electrical detrails.

A035: Break Rooms 148 and 156 are correct as shown on the plumbing and electrical drawings. There are no garbage disposals on the project and Specification 113113 Electric Kitchen Equipment shall be removed from the contract documents

Q036: What is the Pro Forma information requested bound and folded in Vol II?

A036: The government intends to issue its response to this question in a forthcoming amendment.

Q037: How many copies of Volume II Price Proposal are to be submitted?

A037: Refer to amendments 1 and 2.

Q038: The following portions of SECTION 00 22 11 FACTORS FOR EVALUATION, BASIS OF

AWARD, EVALUATION CRITERIA, RATING SYSTEM AND DEFINITIONS 00 22 11 SECTION)

are to be replaced with the following language:

Factor 1 states the Prime Contractor shall demonstrate not less than two previous buildings of "Similar Size" 50,000sf or more and having two previous projects having to have been "similar magnitude of $25,000,000 or more. In a teaming arrangement do the above mentioned requirements have to be from the prime bidder or can they be submitted by our primary teaming partner subcontractor. If not, can the standards be lowered. Requiring a small business to have two projects of that size and valve is unreasonable and will seriously limit competition. Also under Similar Scope, #3 - Can other similar concrete pavement projects that were designed for heavy duty truck aprons, government vehicle storage yards etc that are 8" thick be considered because they are basically the same as 8" Airfield Pavement?

A038: The government intends to issue its response to this question in a forthcoming amendment.

Q039:

Reference Clause 52.236-28, Paragraph (a)

Discussion Attachments 1 and 3 are provided as PDFs. The Offeror is instructed that "Proposals must be

(1) submitted on the forms furnished by the Government or on copies of those forms."

Question Is it acceptable to convert Attachments 1 and 3 to Word, maintaining the original format and fields? This will allow for expanded fields and improve readability.

A039: Yes, but page limit(s), if they apply; remain unchanged.

Q040:

Reference General Instructions (page 43 of 116)

Discussion This paragraph references "hard copies required in paragraph 3.5."

Question We are unable to locate paragraph 3.5 in the instructions. Is this General Instructions paragraph in addition to Section 00 22 11, Paragraph 2.2 Electronic Submission?

A040: See above, this issue has been revised under this amendment.

Q041:

Reference Section 00 21 11, Paragraph 3.1.3 and Attachment #3

Discussion Comparing the instructions and the provided Attachment #3, the form is missing item f (education, apprenticeship, and relevant training).

Question Should the Offeror adjust the resume form to add this information?

A041: This section has been revised and reissued under this amendment to include Item f.

Q042:

Reference Section 00 21 11, Paragraph 3.2.5-3.2.5.2

Question Would the Government please clarify what specific information is to be included in the Offeror's proposal under Tab D, Price Breakdown Sheet, as well as the required format for that information?

A042: It is the government intention to issue its Price Breakdown Sheet in a forthcoming amendment.

Q043:

Reference Section 00 21 11, Paragraph 3.1.3

Question The instructions for Factor 3 require "names of significant subcontractors." Would the Government please define what constitutes a "significant subcontractor" for the purposes of this section in the Technical Proposal?

A043: Section and paragraph revised per this amendment (see above).

Q044:

Reference Section 00 80 00.18, Index item #4

Question

Exhibit item #4 listed on the index appears to be missing from the attachment. Would the Government please provide instructions on how Offerors can access this exhibit?

A044: Exhibit 4 which was missing from the original solicitation “Section 00800 Exhibits” has been included this amendment (see above).

Q045:

Reference Section 00 21 11, Paragraph 3.1.2

Question The instructions state "Offerors shall not incorporate, by reference into their proposal PPQs, previously submitted for other RFPs." As long as the offeror provides a complete copy of the PPQ form, may the offeror submit a recently completed NAVFAC/USACE standard PPQ for relevant projects, in lieu of soliciting a completely new past performance questionnaire?

A045: Yes, provided it is a complete copy and not just a reference to a prior PPQ.

Q046:

Reference Section 00 22 11 Paragraph 2.7 and Clause 52.236-28 item (a.2)

Question The Preparation of Proposals clause and the instructions require manual/original (“blue ink”) signatures for proposals. Would the Government clarify which volumes/tabs this requirement applies to, and whether this applies only to the original binder or to the copies as well?

A046: The government intends to issue its response to this question in a forthcoming amendment.

Q047: What is the Pro Forma information requested, bound and folded in Vol II

A047: The government intends to issue its response to this question in a forthcoming amendment.

Q048: How many copies of Volume II Price Proposal are to be submitted.

A048: Refer to Amendments 1 and 2.

Q049: Specification 310000 paragraph 3.9 where onsite will any excess materials will be disposed of such as excavated material and topsoil or will the contractor be required to haul offsite. This is a very important question as there is a lot of material fill and topsoil to dispose.

A049: Paragraph 3.9 states that any excavated material cannot be wasted without specific written authorization. There is no designated disposal or spoil area; per the last sentence of 3.9, the Contractor shall dispose of materials off Government property at his own expense and comply with all pertinent rules, laws and regulations.

Q050: The grassy paver as detailed on 10/C-506 has no specification. Please concur it is based on the NDS EZ-Roll Grass Paver.

A050: The basis of design for the grassy paver is Invisible Structures, Inc. “Grasspave2”.

The contractor may submit other grassy pavers meeting the specifications for approval.

Q051: Drawing CS-104, the concrete paving area surrounding the 2 water storage tanks that measure 132’ x 68’, is the contractor to follow detail 2/C-506 since nothing is indicated for this area.

A051: Yes, detail 2/C-506 is used for this area.

Q052: Drawing CS-104, the concrete paving area surround the electrical equipment that measure 52’ x 30’, is the contractor to follow detail 2/C-506 since nothing is indicated for this area.

A052: Yes, detail 2/C-506 is used for this area.

Q053: Drawing CG-401 indicates 3 temporary sediments basins being installed in the exact locations as the permanent infiltration basins. In order to maintain progress can the contractor construct the final infiltration basins as designed and provide proper soil erosion protection and stabilization in lieu of double handling the excavation.

A053: No, the final infiltration basins may not be constructed until all sediment-producing activities upstream have been completed per New Jersey requirements.

Q054: Drawing detail 7 and 8 on C-506 where on CS-105 is the detailed truncated dome to be located?. If at the 32’ space between the HC striping per CS-105, detail 8 only shows 9’.

Should the truncated domes be the full length +/- 32’ long?

A054: Yes, this will be used in the space indicated on CS105. Use the detectable warning the full length of the ramp; see the revised detail, attached.

Q055: Detail 3 on C-507 for the fire hydrants plan view indicates 4 bollards around the hydrants.

On drawing CU-101 in most cases shows a different amount of bollards around the hydrant.

Please concur plan CU-101 is to be used for bollard count and location around the hydrants.

A055: Yes, the number of bollards shown on CU101 is correct.

Q056: Detail 1 on C-510 indicate a “solid slab of sod” to be placed on the sand. How is the contractor to achieve any life for the sod in the infiltration basins if only placed on sand without any topsoil? Also, by placing sod on the K5 sand, the sand layer will get contaminated with organic material from the sod and clog the K5 sand defeating the purpose of drainage. Please consider just leaving the K5 sand graded without any sod.

A056: Leaving the sand exposed will not be permitted; sand would be blown away by winds. A revised detail will be provided in revision 1 to C-501 under a forthcoming amendment.

Q057: A number of our vendors and subcontractors are requesting that the bid submission date be extended. Please consider June 18, 2013. USACE to Answer

A057: Date has been extended under Amendment 2.

Q058: What is the Pro Forma information requested, bound and folded in Vol II? USACE to Answer

A058: The government intends to issue its response to this question in a forthcoming amendment.

Q059: How many copies of Volume II Price Proposal are to be submitted?

A059: Refer to amendment to for the response to this question.

Q060: Specification 10 26 13 - 2.1 states ”shall be furnished as detailed”, there does not appear to be any details for the corner guards or the wall Guards.

A060: Sheets A-404, AF-101 & AF-103 have been revised to provide clarification on wall guards and corner guards. See attached drawings for additional information.

Q061: There is a Section 10 22 13 Wire Mesh Partitions but none appear on the drawings are any required?

A061: Refer to sheet A-103, sheet keynote 10 and 17 for locations of wire mesh partitions.

Q062: The specifications for the High Density Mobile Storage Systems (spec section 10 56 26) include specification details for both mechanical and electrical systems. Which type of system is being specified/requested for this particular project application?

A062: The High Density Mobile Storage System will be a mechanical system.

Specification section 10 56 26 has been revised to address this issue. See attached revised section.

Q063: We would like to request the CAD files for the site drawings due to the size and scope of the site work.

A063: CAD files will only be released only to the successful Offeror.

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been added by full text:

REVISED WAGE RATES

General Decision Number: NJ130039 05/24/2013 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 4 05/24/2013

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

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

Rates Fringes

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

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 05/01/2013

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........................$ 40.94 20.38

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 05/01/2013

Rates Fringes

DRYWALL FINISHER/TAPER...........$ 38.00 20.10

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

Rates Fringes

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:

REVISED WAGE RATES

(End of Summary of Changes)