Amendment_0009.pdf

W16ROE52467010

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:

1) Bid opening date remains 11 February 2016 at 2:00 P.M. Eastern Standard Time (EST) at 26 Federal Plaza, Room 1841, New York N.Y. 10278

2) Revise and reissue draw ing G-002.

3) Draw ings for new groins A and B, has been revised but not reissued.

4) Answ er Bidders Questions. Responses to bidder inquiries are provided "for info purposes only" and does not revise solicitation, plans and specifications.

5) Updated Wage Rates: NY160012 02/05/2016 NY12

Please see continuation sheet.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 20

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

16C. DATE SIGNED

BY 05-Feb-2016

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-15-B-0021

X 9B. DATED (SEE ITEM 11)

29-Oct-2015

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

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

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

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

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

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

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

6. ISSUED BY

3. EFFECTIVE DATE

05-Feb-2016

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-15-B-0021

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 0009

NOTE: Bidder must acknowledge receipt of this amendment and amendment by the date specified in the solicitation (or as amended) by the following method: in the space provided on the SF 1442, by separate letter by signing block 15 below. FAILURE TO ACKNOWLEDGE AMENDMENT BY THE DATE AND TIME SPECIFIED MAY RESULT IN REJECTION OF YOUR BID IN ACCORDANCE WITH THE LATE BID, LATE MODIFICATION

OF BID, OR LATE WITHDRAWAL OF BID (FAR 14.304)

Long Beach Costal Storm Risk Management Project Contract 1

Amendment 0009

AMENDMENT 0009 to DRAWINGS and SPECIFICATIONS for Long Beach Costal Storm Risk Management Project Contract 1

TO OFFORERS

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

DRAWINGS

1. The following DRAWINGS have been REVISED but NOT REISSUED:

- For new groins A and B, the excavation quantities are based on the 2014 beachfill line as shown on the drawings. For new groins C and D, excavation quantities are based on the 2013 existing grade line shown on the drawings. This is noted on the plan sheets.

2. The following DRAWINGS have been REVISED and REISSUED:

- G-002

3. The following DRAWINGS have been ADDED:

- NONE

SPECIFICATIONS:

1. The following SPECIFICATION SECTIONS have been ADDED and are provided in their entirety herein:

- NONE

2. The following SPECIFICATIONS SECTIONS have been EDITED in specific sections:

- Spec Section 35 31 29.40, page 1, delete "ASTM D5420 (2010) Impact Resistance of Flat, Rigid Plastic

Specimen by Means of a Strike Impacted by a Falling Weight (Gardner Impact)" and replace with "ASTM

D5240 (2004) Standard Test Method for Testing Rock Slabs to Evaluate Soundness of Riprap by Use of Sodium Sulfate or Magnesium Sulfate"

- Spec Section 35 31 29.40, page 6, Table 1, Change “ASTM D5420” to “ASTM D5240”

BIDDER’S QUESTIONS AND GOVERNMENT REPLY

(Questions that may be of general interest to all Offerors and/or the 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 simply revised to clarify and simplify the question(s). Questions and answers are issued to the Offerors “for information only ”and do not revise the solicitation, plans or specifications.)

Question # 1) Sheet CS-101, CS-102, CS-103, CS-104 – Reach 1, Plan and Profiles for Groins A through D.

The excavation limits shown are based on the “existing grade” contours. If the beachfill has been constructed, then the limits of excavation should be revised to allow for the required slope. If the excavation slopes are eroded due to incoming tides, will these backfill quantities be paid for?

Answer # 1) Excavation limits for Groins A and B on sheets CS-101, CS-102, CS-301, and CS-302 will be revised to show excavation to the “beachfill” line, reflecting beachfill that was placed in Spring 2014. Actual beach profile may vary at the time of construction. The amount of back fill material available is limited to the required excavation limits per actual beach conditions. No additional back fill material will be imported or paid for. The contractor is advised/required to protect the excavated sand by stockpiling it away from tidal influence (reference note 2 on sheets CS-101 through CS-104). Additionally, the contractor is also responsible for coordinating and protecting the on-going construction work in such manner to minimize impacts by weather as well as tidal actions. Please refer to spec sections 012200.0018 (Measurement and Payment), paragraph 1.3.2 (Excavation for New Groins, Groin Rehabilitation and Revetment Rehabilitation, Foundations, Backfill & Beach fill), and 353129.40 (Stone Construction), paragraph 3.14 (Excavation) for additional details.

Question # 2) The 6" tolerance/ deviation line is not shown on ALL sections for new and rehabilitated groins.

Clarify if the 6" tolerance applies to the entire groin trunk and head, or if the drawings accurately reflect the design intent. i.e. Does Specification Section 35 31 29.40 Part 3.13 OR Drawings prevail with respect to allowable deviance?

Answer # 2) Drawings have been corrected to show 6" tolerance on all groin head and trunk sections. Drawings and specifications are now in agreement.

Question # 3) In Groin profiles and sections, does SOLID LINE underneath dashed "existing grade" line specifically indicate EXCAVATION is required? If the actual conditions differ from those as shown in the bid drawings, must contractor excavate and place underlaying stone (bedding stone, core stone), or may armor stone be placed directly on existing grade, such that armor crest widths and slopes can still be met without excavating or placing underlaying stone? Profiles and cross sections are unclear.

Answer # 3) For new groins A-D, excavation is required to the bottom elevation of the bedding stone as shown in groin and profile sections. For Rehabbed groins, solid line underneath the dashed "existing grade" line indicates excavation or stone removal is required. For rehabbed groins, armor stone may be placed directly on existing stone provided armor stone can be well-seated and interlocked with adjacent stone per 35 31 29.40 paragraph 3.11, as well as achieving final grade.

Question # 4) Specification Section 31 05 22 3.2.1 States: "Place the geotextile in the manner and at the locations shown." However, Geotextile is not shown in Profile or Sections, except at Groin 58. Is Geotextile expected to be placed at all groins, new construction and rehabilitation, or only at Groin 58, as shown on drawings? Please clarify the intent.

Answer # 4) Geotextile is used only under the Groin 58 Revetment. See Sheet S-101, parapet wall section.

Question # 5) For Reach 1 - Point Lookout, Profiles show beachfill as having been placed in Spring 2014, but also show an "Existing Grade" line. What is the current existing condition to be considered for quantity verification of excavation/removal?

Answer # 5) Excavation quantities shown in the bid schedule were calculated based on maximum conditions.

Excavation for groins A&B is based on Spring 2014 conditions, following placement of beachfill. Excavation for

Groins C & D is based on the "existing grade" line which was surveyed in 2013. Actual conditions at the time of construction may vary.

Question # 6) To further clarify the Answer to Question 8 of Amendment No. 0005, is it correct to assume that Bid Item No.'s CLIN0002AA, CLIN0003AA, and CLIN0008AA are the quantities THEMSELVES required to be excavated and that 50% of THOSE numbers are available for reuse?

Answer # 6) Correct.

Question # 7) Current union contract rates do not match rates listed in Amendment No. 0004. Please clarify.

Answer # 7) The relevant Wage Decision is published by the US Department of Labor, the proponent for establishing rates applicable for federal procurement.

Question # 8) Refer to Amendment 0007, Question 7 “RFI #7: Question: Please refer to Drawing CS-301 for Reach 1. The cross section provided for STA 2+50 shows an unlabeled layer of material between the existing grade and the proposed 2’ thick layer of bedding stone, is this layer additional bedding stone or sand fill?

Answer #7: Plan sheet will be adjusted to show filling with bedding stone down to existing grade.”

Answer # 8) This answer has been modified as follows: It is anticipated that sand lies below the bedding layer on STA 2+50 due to beachfill placed in Spring 2014. No material will be needed below the 2 ft thick bedding layer.

Please see drawing CS-301 from Amendment 0008.

Question # 9) Specification 35 31 29.40 page 5, 2.2.1 Quality, Amendment 0007 Answer #17 stipulates that new stone must comply with Table 1 Stone Test Requirements as well as with Section 35 31 29.40 paragraph 2.2.1 Quality and Paragraph 2.3 Stone Classification. Answer #28 Limestone materials do not meet project specification.

Amendment 003 – Answer #3 – Stone may be acceptable as long as it meets the criteria per the specifications. The question was for sedimentary stone use on the project.

There is a conflict (3 different answers) in the response to the stone quality question. Please confirm the response that applies to this project.

Answer # 9) Spec section 35 31 29.40, Paragraph 2.2.1 Quality States: “Each stone accepted for use in the groins shall be composed of hard, sound, dense, strong rock of crystalline igneous or metamorphic origin (i.e. not sedimentary) which shall be separated from bedrock by quarrying…” Sedimentary stone is not acceptable for this project as it does not meet project specifications.

Question # 10) Included in Amendment 7, in the RFI responses, is the following:

Question # 28) SECTION 35 31 29.40: STONE CONSTRUCTION, Section 2.2.1 Quality. As our quarry is a limestone quarry, the above section would disqualify us from this contract. The gentlemen that contacted us about this bid/contract stated that as long as the stone passes the labs tests, that would supersede the part above in the spec about not being able to use sedimentary stone? Can you please advise on this being true or not.

Answer # 28) The proposed materials do not meet project specifications.

An earlier RFI answer to a question about stone quality from Amendment 3 states:

Question # 3) Specification 35 31 29.40 page 5, subpart 2.2.1 Quality: Is sedimentary stone acceptable for use in this project? Based on conversations with the local stone suppliers, we understand that sedimentary stone has been approved by the Government on similar groin projects close to this project location.

Answer # 3) Stone may be acceptable as long as it meets the criteria as per the specifications.

The implication of RFI #3 in Amendment 3 is that stone is not excluded simply by its origin, but that it will/can be approved (indeed has been approved in the past) if it meets the testing and performance criteria. RFI #28 in Amendment 7 contradicts this. Please clarify the intent of the stone quality specification and of the RFIs relating to it.

Answer # 10) The answer to this question is address in RFI #9 above.

Answer # 11) Amendment 0007 Answer #10 – indicates a new bid schedule to be issued. Please provide the revised bid schedule (it was missing from the Amendment 0007 documents).

Answer # 11) The bid schedule referenced in Amendment 0007 was issued earlier, in Amendment 0005. The bid schedule has not changed since Amendment 0005.

Answer # 12) In the stone specification section for the Long Beach Project the testing requirements state using Method ASTM 5420 for Sulfate Soundness. ASTM C 88 is an alternate test method for this test. Will ASTM C 88 results be sufficient to satisfy the Corps requirements for Sulfate Soundness?

Answer # 12) ASTM D5240 is the required test method. Note that there is a typographical error in 35 31 29.40 to be corrected as follows: 35 31 29.40 page 1: Delete "ASTM D5420 (2010) Impact Resistance of Flat, Rigid Plastic Specimen by Means of a Strike Impacted by a Falling Weight (Gardner Impact)". Replace with "ASTM D5240 (2004) Standard Test Method for Testing Rock Slaps to Evaluate Soundness of Riprap by Use of Sodium Sulfate or Magnesium Sulfate".

Answer # 13) Union Rates provided in Addendum 8 still conflict with current union rates. For example, wage rates for Engineers are dated "06/01/2013". Please clarify.

Answer # 13) The relevant Wage Decision is published by the US Department of Labor, the proponent for establishing rates applicable for federal procurement.

Answer # 14) Packing density of core stone will be much denser (i.e. less void space) than armor stone, yet the coefficient ("cubic feet of volume per ton including compensation for voids") for calculating the core stone is the same value (18.12) as the armor stone. Please clarify.

Answer # 14) Percent voids given in 35 31 29.40 Section 2.4.1 are in accordance with COE design guidance, which suggests percentage of voids of 37-38% for armor stone and graded riprap. As listed in 35 31 29.40 Section 2.4.1, percent voids used for this contract are 33% (armor stone, underlayer stone, and core stone), and 20% (bedding stone), based on COE guidance and field experience.

Answer # 15) Section 2.4.1.1, "Revision of Bidding Schedule Quantities" of Specification 35 31 29.40 references Section 00700 "Contract Clauses", however is not provided as a part of the bid documents. Amendment 8, Question 1 answers this question, referring to Contract Clause 52.211-18 of Section 00 72 00 Contract Clauses, but is still not provided. Is specification section 00700 "Contract Clauses" available for review?

Answer # 15) Section 00 72 00 – CONTRACT CLAUSES has been provided in the original solicitation.

Answer # 16) Sheet CS-301, STA 2+50 on Sheet Reference CS-301 of the contract documents changed in Amendment 007. Amendment 008 omitted this change. Was changing STA 2+50 on sheet Reference CS-301 back to the original pre-amendment 007 design intentional?

Answer # 16) Correct. Station 2+50 on Sheet Reference Number CS-301 has been changed back to a 2' thick bedding layer, based on the assumption that actual grade at time of construction will fall between the "existing grade" and "beach fill" lines on the cross-section.

Answer # 17) Sheet G-002 (Amendment 0008), Silt Fence Piping Plover Chick Barrier Details. Is it your intention to have silt fencing installed completely around Groin 58 extending into the water on the East Side as shown by the dashed line on the drawing? Note 2 indicates 12-1/2 gauge woven wire and the Section View indicates 14-1/2 gauge woven wire. Please clarify what size silt fencing is required.

Answer # 17) Piping plover chick barrier should be placed on the west side of the terminal groin (58) year round work area, extending to Mean Lower Low Water. Use 12 -1/2 gauge woven wire. Sheet G-002 has been updated and attached in this amendment.

WAGE DETERMINATION

General Decision Number: NY160012 02/05/2016 NY12

Superseded General Decision Number: NY20150012

State: New York 02/05/2016

Construction Types: Building, Heavy, Highway and Residential

Counties: Nassau and Suffolk Counties in New York.

BUILDING CONSTRUCTION PROJECTS, RESIDENTIAL CONSTRUCTION

PROJECTS (including single family homes and apartments up to and including 4 stories), HEAVY CONSTRUCTION PROJECTS, HIGHWAY

CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.15 for calendar year 2016 applies to all contracts subject to the Davis‐Bacon Act for which the solicitation was issued on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.15 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2016. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/08/2016 1 02/05/2016

ASBE0012‐001 08/01/2015

Rates Fringes

Asbestos Workers/Insulator Includes application of all insulating materials, protective coverings, coatings and finishes to all types of mechanical systems.....................$ 64.41 31.51

HAZARDOUS MATERIAL HANDLER.......$ 40.00 11.25

BOIL0005‐001 01/01/2013

Rates Fringes

BOILERMAKER......................$ 49.47 33%+22.87+a

FOOTNOTE:

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

BRNY0001‐001 07/01/2015

Rates Fringes

BRICKLAYER.......................$ 56.77 24.75

MASON ‐ STONE....................$ 48.71 28.41

CARP0290‐001 07/01/2014

Rates Fringes

Carpenters:

Building....................$ 43.03 33.96 Heavy & Highway.............$ 43.03 33.96 Residential.................$ 33.58 27.26

CARP0740‐001 07/01/2015

Rates Fringes

MILLWRIGHT.......................$ 49.50 51.31

CARP1556‐008 07/01/2015

Rates Fringes

Carpenters:

DIVERS TENDERS..............$ 45.47 45.95

DIVERS......................$ 63.82 45.95

DOCKBUILDERS................$ 50.50 45.95

PILEDRIVERMAN...............$ 43.61 45.07

CARP1556‐011 07/01/2015

Carpenters:

TIMBERMEN...................$ 45.60 45.97

CARP2287‐003 07/01/2014

Rates Fringes

CARPENTER

Soft Floor Layers...........$ 49.88 43.40

ELEC0025‐001 04/25/2015

Rates Fringes

ELECTRICIAN......................$ 50.45 16%+22.57

ELEC0025‐002 04/25/2015

Rates Fringes

Electricians:

Maintenance Unit............$ 40.70 12%+$16.03 Telephone Unit..............$ 36.58 16%+16.17 Wiring for single or multiple family dwellings and apartments up to and including 3 stories.........$ 27.35 13%+11.35

ELEC1049‐002 03/29/2015

Rates Fringes

Line Construction:

Substation and Switching structures pipe type cable installation and maintenance jobs or projects; Railroad electrical distribution/ transmission systems maintenance (when work is not performed by railroad employees) Overhead and Underground transmission/distribution line work. Fiber optic, telephone cable and equipment;

Groundman..................$ 30.46 21.08 Heavy Equipment Operator...$ 40.61 24.31 Lineman & Cable Splicer....$ 50.76 27.58 Material Man...............$ 44.16 25.46

ELEV0001‐002 03/17/2013

Rates Fringes

ELEVATOR MECHANIC

Elevator Constructor........$ 57.01 27.605+a+b Modernization and Repair....$ 45.14 27.455+a+b

FOOTNOTE:

a. PAID HOLIDAYS: New Year's Day, Good Friday, President's Day, Memorial Day, Independence Day, Labor Day, Columbus Day, Veteran's Day, Thanksgiving Day, Friday after Thanksgiving, and Christmas Day.

b. PAID VACATION: An employee who has worked less than 5 years shall recieve vacation pay credit on the basis of 4% of his hourly rate for all hours worked; an employee who has worked 5 to 15 years shall receive vacation pay credit on the basis of 6% of his hourly rate for all hours worked;

an employee who has worked 15 or more years shall receive vacation pay credit on the basis of 8% of his hourly rate for all hours worked.

ENGI0138‐001 06/01/2013

BUILDING CONSTRUCTION

Rates Fringes

Power equipment operators:

GROUP 1.....................$ 41.89 31.65+a GROUP 2.....................$ 39.80 31.65+a GROUP 3.....................$ 38.40 31.65+a GROUP 4.....................$ 35.58 31.65+a GROUP 5.....................$ 34.17 31.65+a

NOTES:

Hazmat premiums:

Level A 3.50

Level B 2.50 Level C 1.50

Oiler on truck cranes with boom length of 100 ft. or more .25

FOOTNOTE:

a. Paid Holidays: New Year's Day, Lincoln's Birthday, Washington's Birthday or President's Day (in lieu of Lincoln's or Washington's Birthday), Good Friday, Memorial Day, Indpendence Day, Labor Day, Veteran's Day, Thanksgiving Day, Christmas Day or days celebrated as such.

Any holiday that falls on a Saturday will be celebrated on Friday.

POWER EQUIPMENT OPERATOR CASSIFICATIONS

GROUP 1: Asphalt spreader, backhoe crawler capacity over cater‐ piller 225 and lomatsu 300, Boiler (thermoplastic), Cherry picker, over 50 tons, CMI or maxim spreader, concrete pump (with oiler), crane (crawler truck), crane (on barge), crane (stone setting), crane (structural steel), crane (with clam shell), derrick, dragline, dredge, gradall, grader, hoist (3 drum), loading machine (bucket) cap of 10 yds or over micro‐trap, with compressor (negative air machine), milling machine, large pile driver, power winch, Stone setting/structural steel, power winch (truck mounted/stone steel) powerhouse, road paver scoop, carry‐all, scraper in tandem shovel, sideboom tractor, sideboom tractor (used in tank work), stone spreader (self propelled tank work), zamboni (ice machine)

GROUP 2: Backhoe, boom truck, bulldozer, cherypicker, conveyor (multi), dinky locomotive, forklift, hoist, 2 drum, loading machine, loading machine (front end) mechanicl compactors, (machine drawn), mulch machine (machine‐fed), power winch, other than stone/structural steel, power winch (truck mounted other than stone steel) pump (hydraulic, with boring machine), roller, (asphalt), scoop (carry‐all scraper), tower crane (maintenance man), trenching machine

GROUP 3: Comrpessor (structural steel), Compressor (2 or more in battery), concrete finishing mchine, concrete spreader, conveyor, curb machine (asphalt or concrete), curing machine, fireman, hoist (1 drum), micro‐trap, (self contained, negative air machine), pump (4 inches or over), pump (hydraulic), pump (jet), pump (sumbersible), pump (well point), pulvi‐mixer, ridge cutter, roller (dirt), striping machine, vac‐all, welding and burning, welding machine (pile work), welding machine (structural steel)

GROUP 4: Compressor, compressor (on crane), compressor (pile work), compressor (stone setting), concrete breaker, concrete saw or cutter, forklift (walk behind, power operated), generator‐pile work, generator, hydra hammer, mechanical compactors (hand operated), oiler (truck crane), pin puller, portable heaters, powerbroom, power buggies, pump (double action diaphgrgm), pump (gypsum), trench machine (hand), welding machine

GROUP 5: Batching plant (on site of job), generator (small), mixer (with skip), mixer (2 small with or without skip), mixer (2 bag or over, with or without skip), mulch machine, oiler, pump (centrifugal, up to 3 inches), root cutter, stump chipper, tower crane (oiler), tractor (caterpillar or wheel vibrator)

ENGI0138‐002 06/01/2013

HEAVY & HIGHWAY

Rates Fringes

Power equipment operators:

GROUP 1.....................$ 44.09 32.90

GROUP 2.....................$ 41.27 32.90

GROUP 3.....................$ 39.83 32.90

GROUP 4.....................$ 36.94 32.90

GROUP 5.....................$ 35.53 32.90

GROUP 6.....................$ 33.98 10.23

NOTES:

Hazmat premiums:

Level A 3.50 Level B 2.50 Level C 1.50

Truck and Crawler Cranes long boom premiums:

boom lengths (including jib) 100‐149 ft .50 boom lenghts (including jib) 150‐249 ft .75 boom lenghts (including jib) 250‐349 ft 1.00 boom lengths (including jib) 350 ft 1.50

Cranes using clamshell buckets .25 Front end loader 10 yds and above .25 Oiler on truck cranes with boom length of 100 ft. or more .25

FOOTNOTE:

a. Paid Holidays: New Years Day, Lincoln's Birthday, Washington's Birthday or Presidents Day (in lieu of Lincoln's or Washington's Birthday, Good Friday, Memorial Day, Independence Day, Labor Day, Columbus Day, Veteran's Day, Thanksgiving Day, Christmas Day or days celebrated as such. Any holiday that falls on Saturday will be celebrated on Friday.

POWER EQUIPMENT OPERATOR CLASSIFICATIONS

GROUP 1: Asphalt spreader, backhoe crawler (capacity over caterpiller 225 and komatsu 300), boiler (thermoplastic), boring machine (post hole), cgherry picker (over 50 ton), CMI or maxim spreader, concrete pump, with oiler, crane (crawler truck), crane (on barge), crane (stone setting) crane (structural steel), crane (with clam shell), derrick, dragline, dredge, gradall, grader, hoist (3 drums), loading machine (bucket) capacity of 10 yards or over, micro‐trap (with compressor‐negative air machine), milling machine (large), piledriver, power winch (stone setting structural steel), power winch (truck mounted/stone steel), power‐house, road paver, scoop, carry all (scraper in tandem), shovel, sideboom tractor, sideboom tractor (used in tank work), stone spreader (self‐propelled), tank work, tower crane

GROUP 2: Bulldozer, Backhoe, Boom Truck, Boring machine/augur, Cherrypicker, Conveyor (multi), Dinky Locomotive, Forklift, Hoist (2 drum), Loading Machine, Loading Machine (front end), Mechanical Compactor (machine drawn), Mulch Machine (machine‐ fed), Power Winch (other than stone/structural steel), Power Winch (truck mounted/other than stone steel), Pump Hydraulic (with boring machine), Roller (asphalt), Scoop (carry‐all, scraper), Tower Crane (maintenance man), Trenching Machine, Vermeer Cutter, Work Boat

GROUP 3: Curb Machine (asphalt or concrete), Maintenance

Engineer (small equipment), Maintenance engineer (well‐point) Mechanic (fieldman), Micro‐Trap (self contained, negative air machine), Milling Machine (small), Pulvi‐mixer, Pump (4 inches or over), Pump Hydraulic, Pump Jet, Pump Submersible, Pump (well point), Roller Dirt, Vac‐All, Welding and burning, Compressor (structural steel), Compressor (2 or more battery), Concrete Finishing Machine, Concrete Spreader, Conveyor, Curing Machine, Fireman, Hoist (one drum), Ridge Cutter, Striping Machine, Welding Machine (pile work), Welding Machine (structural Steel).

GROUP 4: Compressor, Compressor on crane, Compressor (pile work), Compressor (stone setting), Concrete Breaker, Concrete Saw or Cutter, Fork Lift (walk behind, power operated), Generator‐ Pile Work, Generator, Hydra Hammer, Mechanical Compoactors (hand operated), Oiler (truck crane), Pin Puller, Portable Heaters, Powerbroom, Power buggies, Power Grinders, Pump (double action diaphragm), Pump gypsum, Pump (single action 1 to 3 inches), Trench Machine hand, Welding Machine

GROUP 5: Batching Plant (on site of job), Generator (small), Grinder, Mixer (with skip), Mixer (2 small with or without skip), Mixer (2 bag or over, with or without skip), Mulch Machine, Oiler, Pump (centrifugal, up to 3 inches), Root Cutter, Stump Chipper, Tower Crane (oiler), Track Tamper (2 engineers, each), Tractor (caterpillar or wheel), Vibrator, Work boat (deckhand), GROUP 6: Well drillers

IRON0046‐003 07/01/2014

Rates Fringes

IRONWORKER

METALLIC LATHERS AND

REINFORCING IRONWORKERS.....$ 40.60 30.56

IRON0197‐001 06/01/2013

Rates Fringes

IRONWORKER

STONE DERRICKMAN............$ 41.00 36.57

IRON0361‐001 07/01/2015

Rates Fringes

IRONWORKER (STRUCTURAL)..........$ 48.75 67.34

IRON0580‐001 07/01/2015

Rates Fringes

IRONWORKER, ORNAMENTAL...........$ 43.20 47.42

LABO0066‐001 07/01/2015

BUILDING

Rates Fringes

Laborers:

Laborers....................$ 34.85 30.19 Plasterers Tenders..........$ 34.85 30.19

LABO0078‐001 02/01/2013

Rates Fringes

LABORERS

BUILDING CONSTRUCTION

ASBESTOS (Removal, Abatement, Encapsulation or Decontamination of asbestos); LEAD; &

HAZARDOUS WASTE LABORERS

(Hazardous Waste, Hazardous Materials, Biochemical and Mold Remediation, HVAC, Duct Cleaning, Re‐spray Fireproofing, etc).........$ 35.90 14.75

LABO1298‐001 06/01/2014

HEAVY & HIGHWAY

Laborers:

Asphalt Rakers; Formsetters.$ 39.68 25.85+a Asphalt Shovelers, Roller Boys & Tampers..............$ 38.54 25.85+a Regular Laborers............$ 35.05 25.85+a

A. FOOTNOTES:

Laborers working in a hazardous material hot zone shall receive an additional 20% premium.

Where the contract provides for night work outside the regular hours of work, the employees shall be paid at straight time plus a 25% night work premium for the 8 hours worked during the night.

Firewatch work performed after regular hours shall be paid an additional 10% premium. Second and Third Shift work will be paid at a 10% premium.

Contractor requesting laborers certified for hazardous material work and/or employed on hazardous material shall be required to pay an additional 10% premium.

* PAIN0009‐002 11/01/2015

Rates Fringes

PAINTER

GLAZIERS....................$ 43.95 36.82

Painters, Drywall Finishers.$ 41.75 20.87 Spray, Scaffold, Sandblasting................$ 42.50 21.87

PAIN0806‐010 10/01/2014

Rates Fringes

Painters:

Stuctural Steel and Bridge..$ 48.75 35.63

PAIN1974‐002 12/26/2012

Painters:

DRYWALL TAPERS/POINTERS.....$ 43.82 22.01

PLAS0262‐003 02/01/2015

Rates Fringes

PLASTERER........................$ 43.43 27.95

PLAS0780‐001 07/01/2014

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 45.88 39.70

PLUM0200‐001 11/01/2013

Rates Fringes

PLUMBER

BUILDING CONSTRUCTION:......$ 50.48 29.8

RESIDENTIAL CONSTRUCTION:...$ 29.46 10.91

PLUM0638‐001 06/27/2012

Rates Fringes

PLUMBER

SERVICE FITTERS.............$ 26.30 2.55

SPRINKLER FITTERS,

STEAMFITTERS................$ 51.25 49.54

Service Fitter work shall consist of all repair, service and maintenance work on domestic, commercial and industrial refrigeration, air conditioning and air cooling, stoker and oil burner apparatus and heating apparatus etc., including but not exclusively the charging, evacuation, leak testing and assembling for all machines for domestic, commercial and industrial refrigeration, air conditioning and heating apparatus. Also, work shall include adjusting, including capacity adjustments, checking and repairing or replacement of all controls and start up of all machines and repairing all defects that may develop on any system for domestic, commercial and industrial refrigeration and all air conditioning, air cooling, stoker and oil burner apparatus and heating apparatus regardless of size or type.

ROOF0154‐001 10/01/2012

ROOFER...........................$ 38.50 28.59

SHEE0028‐002 07/31/2014

Rates Fringes

SHEET METAL WORKER

BUILDING CONSTRUCTION.......$ 50.91 36.70

RESIDENTIAL CONSTRUCTION....$ 27.22 16.48

TEAM0282‐002 07/01/2015

Rates Fringes

TRUCK DRIVER.....................$ 37.895 39.35+a

FOOTNOTES:

a. PAID HOLIDAYS: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Columbus Day, Election Day, Veterans' Day (Armistice Day), Thanksgiving Day, Day after Thanksgiving and Christmas Day. Employees working two (2) days in the calendar week in which a holiday falls are to be paid for such holiday, provided that they shape each remaining workday during such calendar week.

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 a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198‐005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non‐union rates. Example: SULA2012‐007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG‐OH‐0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

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

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis‐Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations

Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

(End of Summary of Changes)