Amendment 7.pdf

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Construction of a Fuze Engineering Complex at Picatinny Arsenal, New Jersey.
Solicitation number
W912DS-09-R-0011
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W16ROE90913898

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. Provide Question and Answ ers for INFORMATION PURPOSES ONLY. All other terms and conditions remains the same.

b. Provide revised Wage Rates: Revision NO. NJ20080043 06/26/2009 NJ43.

NOTE: Offerors must acknow ledge receipt of this amendment by the date specified in the solicitation (or as amended) by one of the follow ing methods: in the space provided on the SF 1442, by separate letter, by telegram or by signing block 15 below .

FAILURE TO ACKNOWLEDGE AMENDMENT BY THE DATE AND TIME SPECIFICED MAY RESULT IN REJECTION OF YOUR OFFER IN ACCORDANCE WITH THE SUBMISSION, MOFICATION, REVISION, AND WITHDRAWAL OF PROPOSALS (FAR 15.208)

1. CONTRACT ID CODE PAGE OF PAGES

J 1 17

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

16C. DATE SIGNED

BY 01-Jul-2009

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-09-R-0011

X 9B. DATED (SEE ITEM 11)

30-Apr-2009

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

01-Jul-2009

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-09-R-0011

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 0007

NOTICE TO OFERORS RFP NO. W912DS-09-R-0011

Failure of the bidder to Acknowledge receipt of Amendment No. 7 this Amendment in Item 19 of Standard Form Department of the Army, NYD 1442 (Pg. 2) may Corps of Engineers result in REJECTION of New York, NY 10278-0090 the Offer.

AMENDMENT NO. 7 TO SPECIFICATIONS ISSUED 27 APRIL 2009 FOR

Fuze Engineering Complex at Picatinny Arsenal, Picatinny, New Jersey

ANSWER TO CONTRACTORS QUESTIONS (Questions 51 - 70)

The following questions and answers are provided for information only. Nothing contained in the questions and answers amends or revises any provisions of the solicitation.

Questions and Answers

FOR INFORMATION PURPOSES ONLY

51. Question: Drawing 3M-101 shows (10) motorized dampers. Electrical drawings and the panel schedules do not identify the power to be supplied to the dampers. Please clarify how these dampers are powered & controlled.

Answer: The exhaust fan shall be controlled by a manual switch and the intake dampers shall be hardwire interlocked with the exhaust fan. The damper actuators can be powered from the exhaust fan power (120V). If the damper actuators require low voltage 24V power, provide transformer and run 24V power to the dampers. The work is to be performed by the Automatic Temperature Control (ATC) Contractor. For control diagram see detail D2 on M-704.

52. Question: Please clarify the in-wall item located east of column intersection AC & AC-l 0 located on drawing lA-104. Is this a recessed fire extinguisher cabinet?

Answer: The item you are referencing is an errant line and is not any type of in-wall item. It is not a recessed FE cabinet.

53. Question: Do the Division 28 Systems interface with any existing systems performing similar functions at any of the project sites; Access Control, CCTV, Fire Alarm, etc?

Answer: Monitoring interface shall be provided by others. Provide ¾” empty conduit with pull cord from indicated security system head end equipment to the main telecommunication room.

Exact termination point shall be coordinated with the government’s electronic security system provider.

54. Question: Refer to Building 6:

The cable trays shown on 1E-301, 1E-302, 1E-303, and 1E-304 appear to consist of three (3) different sizes. Sheet note A on the aforementioned drawings states “Unless otherwise noted cable tray shall be 18 in. wide x 3 in. deep.” Notes are not provided for the differing cable trays.

Please clarify.

Answer: See Attachment 1, sketch of cable trays.

55. Question: Refer to Building 1516:

Drawing 2E-601 shows a non-detailed busway. How long is the busway and if plugs are needed (they are not shown), what size and how many will be required?

Answer: See Attachment 2, sketch of Basis of Design. Section 11 Powerbus 225, Busway System and Plug-In Units.

56. Question: Refer to Buildings 1215/1216:

Information regarding security devices is not provided. Are security devices part of this contract or will it be by others?

Answer: Electronic security hardware and wiring shall be provided by others. Contractor shall provide conduit with pull string and 120 volts line voltage input power refer to specification section 28 05 19.

57. Question: Refer to Buildings 1215/1216:

How is the building being fed for service? Drawing 4E-101 shows a combination lighting/power panel, however, 4E-701 depicts a service rated disconnect instead.

Answer: Provide service rated, disconnect switch at incoming utility point of demarcation.

58. Question: Refer to Building 407:

Provide the manufacturer of the existing fire alarm control panel.

Answer: FCI Model FC-72 Fire Alarm Control Panel.

59. Question: Amendment #6 states to add specification section 08 14 00, but it was not provided.

Answer: See Attachment 3, Specifications section 08 14 00, Wood Doors.

60. Question: Amendment #6 advises that sketches SKA-2.3, SKA-2.2 & SKA-2.1 are required but were not provided.

Answer: See Attachment 4, sketches SKA-2.1, SKA-2.2, SKA-2.3.

61. Question: The answer to question 12 of Amendment #6 advises that an addendum will be provided for drawing 1AD-101. When will this addendum be provided? Answer to question 12 of Amendment #6: Existing door is to be removed and replaced with 100A, note 6 on 1AD-101 will be corrected and included in addendum.

Answer: See Attachment 5, outlining the removal of existing door.

62. Question: The answer to question 30 of Amendment #6 advises that an addendum will be provided with specifications section 10 28 13. When will this addendum be provided?

Answer: See Attachment 6, Specification section 10 28 13, Sanitary Napkin and Tampon Dispenser.

63. Question: What manufacturer was used as the basis of design for the Pre-Fabricated Wood Building?

Answer: The manufacturer is Bensonwood.

64. Question: At the Pre-Bid meeting it was mentioned that the USACE would be issuing information regarding an Alternate for Exterior Finishes at Building 6. We understood this to include new roofing and siding to match the new construction. Please advise if this alternate will be forthcoming.

Answer: An Amendment will be issued at a later date including all revisions to Building 6.

65. Question: Detail 10/C-002 shows a milling and overlay detail for the pavement. Please advise where this detail is used on the drawings.

Answer: The milling operations have been eliminated from the project and will not be necessary.

66. Question: Please provide specifications and details for the Stormwater Quality Unit #1 and Filter Structure #1 shown on drawing 1C-0l0.

Answer: Stormwater Quality Unit #1 is a Vortechs 7000, 8’W X 14'L. The Storm Filter is manufactured by Contech Stormwater Solutions, 8'W x 11'L concrete structure with 11 filter cartridges.

67. Question: Please advise what the slab thickness is for the Magazine Buildings 1215 & 1216.

Answer: Slab thickness is a minimum 6” thick.

68. Question: The specifications call for polyethylene encasement for the water distribution system. Please clarify if this is required and at what locations.

Answer: Polyethylene encasement of the water main is not required for this project.

69. Question: Refer to Specifications section 41 22 23.26, Powered Hoist and Trolley System for the following questions.

A. Please provide sections of the composite monorail beam.

B. Section 2.2 states the monorail system should be designed for INDOOR service, then in Section 2.2.2e it states that the hoist & trolley shall be designed for "all weather outdoor" service. Please clarify what is required.

C. Section 2.3 states that the monorail track shall be a patented track. This conflicts with the composite beam. Please clarify what is to be provided.

D. Section 2.3.1 mentions a Quick Shutoff valve for an air supply. Is this appropriate or should this be ignored?

E. Section 2.6 calls for a variety of different control types. Please provide a specification which calls for one specific type of control for each motorized function.

F. Section 2.6.3.2 calls for a hoist control type that can only be used for hoist

WITHOUT a mechanical load brake. This conflicts with Section 2.9.1 which calls for a hoist WITH a mechanical load brake. Please clarify what is to be provided.

Answers: Refer to Attachment 7, Specification section 41 22 23.26, Powered Hoists & Trolley System.

Specification section 41 22 23.19 "Monorail Hoist" has been revised to 41 22 23.26 "Powered Hoists & Trolley System" This is more accurately ref1ects the appropriate system. A powered hoist carried by a powered trolley system is to be installed on the composite beam. A festoon system will carry the cable behind the powered trolley. The system will be controlled by a pendant controller. The system requirements are outlined in the revised specification section.

A. Sections of the composite beam to be sized for the given load.

B. The space the hoist operates in is not conditioned. The powered hoist and trolley system is capable of working in all weather outdoor conditions; refer to paragraph 2.2.2.e of the specifications.

C. The references to a monorail system have been removed. The powered hoist and trolley system are to be installed on the composite beam.

D. No air supply; refer to revised specifications.

E. Refer to paragraph 2.6 of the specifications.

F. No mechanical load brake; refer to paragraph 2.8.1 of the specifications.

70. Question: Refer to Specifications section 41 22 23.26, Powered Hoist and Trolley System for the following questions.

Provide the specifications for the items listed below.

A. Capacity of monorail system.

B. Class of Service (CMAA Class A,B,C,D or HMI rating, etc.)

C. Specify the power requirement, e.g. 120V/1/60, 460V/3/60, 90psi air, etc.

D. Specify the lift requirement; how high are we lifting the load.

E. Specify which motions are powered and which are manual.

F. Specify the speeds for the powered motions.

G. Specify the controller for the powered motions, e.g. push button pendant station, radio control.

H. Define the monorail beam and the surface the trolley will be running on.

I. Specify any other special features, e.g. warning device, limit switches, overload devices, etc.

Answers: Refer to Attachment 7, Specification section 41 22 23.26, Powered Hoists & Trolley System.

A. Powered Hoist and Trolley System minimum capacity is 300 pounds. Refer to Specifications section 41 22 23.26 paragraph 2.2.1.

B. Refer to Specifications section 41 22 23.26, Powered Hoists & Trolley System.

C. Trolley Motor operates on 208V, 3-phase, 60Hz. Hoist Motor operates on 208V, 3-phase, 60Hz. Festoon System operates on 208V, 3-phase, 60Hz. Refer to Specifications section 41 22 23.26 paragraph 2.2.1.

D. Hook lift maximum height is 65 feet above the finished floor and minimum height is

3 feet below the finished floor. Refer to Specifications section 41 22 23.26, paragraph 2.2.1.

E. Refer to Specifications section 41 22 23.26 paragraph 2.6, Controls.

F. Hook lift speed is 32 feet per minute. Refer to Specifications section 41 22 23.26 paragraph 2.2.1.

G. Hoist and trolley are controlled by pendant push button. Refer to Specifications section 41 22 23.26 paragraph 2.6, Controls.

H. The powered hoist and trolley system are to be installed on the composite beam.

I. Limit switches and overload devices. Refer to Specifications section 41 22 23.26 paragraph 2.7.

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been added by full text:

WAGE RATES 3

GENERAL DECISION: NJ20080043 06/26/2009 NJ43

Date: June 26, 2009 General Decision Number: NJ20080043 06/26/2009

State: New Jersey JG 29 June 2009

Construction Type: Building

County: Morris 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 04/24/2009 1 05/01/2009 2 06/05/2009 3 06/26/2009

ASBE0032-008 09/19/2008

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).......................$ 41.99 26.84

BRNJ0002-014 11/01/2008

Rates Fringes

BRICKLAYER (Including Caulking, Cleaning and Pointing)........................$ 36.70 20.97

Work on high stacks: 22% per hour additional.

BRNJ0002-016 11/01/2008

Rates Fringes

MASON - STONE....................$ 36.70 20.97

Work on high stacks: 22% per hour additional.

BRNJ0007-022 12/01/2005

Rates Fringes

Tile finisher..................$ 33.40 17.15 Tile setter....................$ 40.17 21.08

Tile finisher:

Work grouting all epoxy: $10.00 additional per day.

CARP0006-009 06/01/2006

Rates Fringes

CARPENTER (Scaffold Builder).....$ 35.72 46%

The first sixty feet at the regular rate, 10% per hour additional for each additional fifty feet thereafter.

CARP0006-010 06/01/2006

Rates Fringes

CARPENTER

Including Acoustical Ceiling Installation, Drywall Hanging, Formwork, Batt and Blown Insulation...$ 35.72 46%

CARP0029-008 05/01/2006

Rates Fringes

Soft floor layer...............$ 33.76 42.25% + .04

CARP0715-007 05/01/2006

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Millwright.....................$ 36.55 46% + .04

Work of erection and dismantling of elevators and towers, such as concrete conveyors and temporary material elevators, scaffolding or other structures to be used as scaffolding inside or outside of buildings: the first sixty feet at the regular rate, 10% per hour additional for each additional fifty feet thereafter.

ELEC0102-023 06/02/2008

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ELECTRICIAN (Including Low Voltage Wiring) Cable splicer...............$ 50.07 51% Electrician.................$ 45.52 51%

Work forty ft. or more above the ground or protective rigging (does not apply to pole work, or to use of a manlift or high reach-type lift): 10% per hour additional.

Work with, or the removal of, asbestos materials: 114% times the journeyman rate.

ELEV0001-003 03/17/2008

Rates Fringes

Elevator mechanic Work on the addition, replacement, refurbishing or relocation of control, drive, generating equipment, hoistway or pit equipment, including work involving a structural rise in the elevator shafts in an existing building and other elevator work in the machine room, hoistway or pit; Also, changes in design and appearance of basic escalator equipment...$ 38.46 21.565 All other work..............$ 48.19 21.715

PAID HOLIDAYS:

New Year's Day, President's Day, Good Friday, Memorial Day, Fourth of July, Labor Day, Columbus Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day.

PAID VACATION:

A worker who has worked less than 5 years: 4% of his or her hourly rate for all hours worked.

A worker who has worked 5 to 10 years: 6% of his or her hourly rate for all hours worked.

A worker who has worked 15 or more years: 8% of his or her hourly rate for all hours worked.

ENGI0825-020 07/01/2008

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Power equipment operators:

GROUP 1.....................$ 41.27 21.00

GROUP 2.....................$ 39.68 21.00

GROUP 3.....................$ 37.77 21.00

GROUP 4.....................$ 36.14 21.00

GROUP 5.....................$ 34.43 21.00

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

IRON0011-012 07/01/2008

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Ironworkers:

Reinforcing.................$ 33.34 33.40 Structural, Ornamental......$ 36.14 33.40

LABO0222-006 11/01/2008

Rates Fringes

LABORER

MASON TENDER:

Brick/Cement/Concrete.......$ 27.25 18.22

LABO0222-011 11/01/2008

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Laborers:

Asphalt Shoveler, Asphalt Spreader, Pipelayer, Power Tool Operator and Screedman...................$ 26.75 18.22

LABO1030-002 05/01/2007

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Asbestos Removal Laborer.........$ 25.62 14.97

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)

PAIN0711-018 05/01/2008

Rates Fringes

DRYWALL FINISHER/TAPER...........$ 34.91 16.24

PAIN0711-021 05/01/2009

Rates Fringes

Glazier........................$ 38.64 16.80

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.

PAIN0711-022 11/01/2008

Rates Fringes

PAINTER (Spray)..................$ 29.34 13.80

PLAS0029-002 05/01/2008

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 38.00 19.55

PLAS0029-003 05/01/2008

Rates Fringes

PLASTERER........................$ 38.00 19.55

PLUM0014-007 05/01/2009

MORRIS COUNTY (does not include the Borough of Chatham;

Township of Chatham; Borough of Chester; Townships of Chester, Harding and Long Hill; Borough of Mendham; Townships of Mendham and Mount Olive; Township of Washington (Town of Long Valley only))

Rates Fringes

PLUMBER (Excluding HVAC Pipe Installation)....................$ 46.71 24.59

PLUM0024-013 11/01/2008

MORRIS COUNTY (Borough of Chatham; Township of Chatham; Borough of Chester; Townships of Chester, Harding and Long Hill;

Borough of Mendham; Townships of Mendham and Mount Olive;

Township of Washington (Town of Long Valley only)

Rates Fringes

PLUMBER (Excluding HVAC Pipe Installation)....................$ 43.00 23.70

* PLUM0274-007 05/01/2009

MORRIS COUNTY (does not include the Borough of Chatham;

Township of Chatham; Borough of Chester; Townships of Chester, Harding and Long Hill; Borough of Mendham; Townships of Mendham and Mount Olive; Township of Washington (Town of Long Valley only))

Rates Fringes

PIPEFITTER (Including HVAC Pipe Installation)...............$ 45.96 24.34

PLUM0475-013 05/01/2009

MORRIS COUNTY (Borough of Chatham; Township of Chatham; Borough of Chester; Townships of Chester, Harding and Long Hill;

Borough of Mendham; Townships of Mendham and Mount Olive;

Township of Washington (Town of Long Valley only)

Rates Fringes

PIPEFITTER (Including HVAC Pipe Installation)...............$ 48.65 22.55

ROOF0004-007 06/01/2006

Rates Fringes

ROOFER (Includes All Types of Roofs)...........................$ 31.57 16.50

SFNJ0696-006 01/01/2009

Rates Fringes

SPRINKLER FITTER (Fire Sprinklers)......................$ 49.25 18.61

SHEE0025-005 06/01/2008

Rates Fringes

SHEET METAL WORKER (Including HVAC Duct Installation)..........$ 41.69 29.13

SUNJ2004-014 01/02/2009

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LABORER: Common or General......$ 27.60 9.87

LABORER: Landscape..............$ 24.70 0.00

PAINTER: Brush & Roller.........$ 32.91 5.77

TEAM0408-002 05/01/2008

Rates Fringes

TRUCK DRIVER

Dump Truck..................$ 33.00 12.16+a Off the Road Truck..........$ 32.85 12.16+a

a. Employer contributes $1304.35 per month per worker for health and welfare.

Hazardous waste removal work, 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.

Hazardous waste removal work, where the worker is working in a hazardous waste site, in a zone requiring Level A personal protection for any of the workers: $3.00 per hour additional.

Hazardous waste removal work, 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; provided that the worker has been assigned to work, or, "shapes", one day of the calendar week during which the holiday occurs.

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 (29 CFR 5.5(a)(1)(ii)).

In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in he 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)

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