W912J6-12-R-0002_0004_BDE_RC.pdf

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 incorporate:

1.General Decision Number: HI120001 03/30/2012 HI1 2.Running Questions and Answ ers

1. CONTRACT ID CODE PAGE OF PAGES

J 1 31

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

16C. DATE SIGNED

BY 23-Apr-2012

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 W912J6-12-R-0002

X 9B. DATED (SEE ITEM 11)

28-Feb-2012

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, 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

23-Apr-2012

CODE

USPFO FOR HAWAII

CPT MANUEL LLANES

91-1179 ENTERPRISE AVE

KAPOLEI HI 96707-2150

W912J6 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912J6-12-R-0002

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:

QUESTIONS AND ANSWERS RELATED TO:

QUESTIONS AND ANSWERS

SOLICITATION W912J6-12-R-0002

Make Sure You Have the Latest Version of this Web Page “Refresh” or “Reload” Dated 28 Feb 2012

1. Q. How do I access the files/documents for the Project?

A. See, Sections 4.4, 4.5 & 4.7 of the FBO Vendor Guide available for download in PDF format via the Federal Business Opportunities / FBO Home Page. See also, Section 00100 of the Solicitation.

Additionally, to view and/or download Export Controlled Materials, a company must be certified (via an approved DD Form 2345) by the Joint Certification Program (JCP) administered by the Defense Logistic Information Service (DLIS). This certification establishes that a company is a U.S. or Canadian contractor eligible to receive unclassified technical data that is under the control of the U.S.

Department of Defense (DoD) or the Canadian Department of National Defense (DND). Questions about this program or DD Form 2345 should be addressed to U.S./Canada Joint Certification Office, Defense Logistics Information Services (DLIS), Federal Center, 74 Washington Avenue North, Battle Creek, MI 49017-3084; or telephone (616) 961-4358, toll free (800) 352-3572; or email jcp-admin@dlis.dla.mil.

2. Q. I am trying to access the [export controlled] packages and have a number as assigned on DD Form 2345 but cannot get the packages to open. Our DD 2345 Number is ####### expiration ##/##/2015.

A. The U.S./Canada Joint Certification Program (JCP) office reported to this office that once a company is certified with the JCP office (3 to 5 business days), the company should contact FBO to have them add their JCP number to their FBO account. The FBO help desk (Federal Service Desk) reported to this office that companies need to make sure that they are registered and login as a Vendor to FBO. When the Vendor click's to open an export controlled package/document, they should be asked for their MPIN. After entering the MPIN, the export controlled package/document should be viewable/downloadable by Vendors that have gone through the JCP process. If a Vendor still has problems, the Vendor should check to make sure that their CCR registration and MPIN are valid and up-to-date. If problems still persist, the Vendor may call the FBO help desk at 866-606- 8220, selection option 2 for FBO issues, and ask for troubleshooting assistance.

3. Q. On sheet C-124 a 2 foot by 3 foot CONCRETE BOX DRAIN is shown on OPTIONAL BID ITEMS 7, 8, and 9. Is this BOX DRAIN to be part of the Base Bid? If it is not part of the base bid should it be included with its respective OPTIONAL BID ITEM?

Dated 05 April 2012

A. The box drain is not a portion of the Base Bid. The box drain is to be included in the respective versions of the Optional Bid Items 7, 8, and 9.

4. Q. 2. Final Specifications document - section 013520-(page 11) para

1.6. C.3.d states “The Commissioning Authority (CxA) for this project is provided by the A/E.".

The solicitation document W912J6-12-R-0002_BDE_RC_Phase#1.pdf states:

2.2.1.3.2. Proposal adequately discusses approach and timeline for commissioning. Use of an independent, qualified commissioning agent/firm may receive additional consideration Above two statements contradict each other. Please clarify if the commissioning authority is to be provided by the contractor or government A/E.

A. Government A/e.

Dated 10 April 2012

5. Q. Looking at Drawing A-411 and A-412 : Keynote 1 is for Wood Wall Panel (WD-1).

However, WD1 on Interior finish abbreviation on sheet I-651 says that WD-1 is for wood doors.

A. This will be clarified in a forthcoming Addendum.

6.Q. Please provide spec for architectural terra cotta baguette sunshades.

A. Specification Section 045000 – Terra Cotta Panel and Baguette Louver System covers the architectural terra cotta baguette sunshades. This section is included in the Issued for Bid documents.

7.Q. Detail 6/S-511 and 3/A-541 gives conflicting size on shower partition support members.

Please clarify.

A. Detail 3/A-541 will be deleted in a forthcoming Addendum.

7.Q. Section 012300 – Optional Bid Items OBI #1 – Price for providing all work in connection with the Auditorium Balcony… Plan Page I-410 shows that there are (2) fixed seats on the first floor that are labeled OBI #1 and in the Tabulation Box, it says that OBI #1 seats for the first floor is 314.

Please verify if there is OBI #1 work on the first floor and, if so, is this work for two seats only?

A. Per Sheet I-410:

- Total Seat Count First Floor Base Bid Condition is 312 seats

- Total Seat Count First Floor OBI#1 Condition is 314 seats.

The following Note will be added in a forthcoming Addendum under the Total Seat Count tabulation:

“OBI #1 – PROVIDE 2 ADDITIONAL SEATS”

The 2 additional seats required for OBI #1 are a result of the different wall elevations that results from the addition of the Balcony.

Dated 11 April 2012

8.Q. Regarding the IBCT Readiness Center Door Schedule:

Doors # 1013I & 1013J appear on the door schedule, but do not appear on the floor plans. I believe these openings are at doors # 1241A & 1242A. Please clarify.

A.

Doors 1013I and 1013J are not in the project. These are Doors 1241A and 1242A respectively.

This will be clarified in a forthcoming Addendum indicating the deletion of doors 1013I and 1013J from the Door Schedule.

9.Q. Please verify the locations for door numbers 1013J and 1012I. Also, verify that doors 1061A, 1062A, 1021A, 1241A, 1242A, 1250C, 1250B, 2051A will be pair doors and type "G". On door schedule they are shown to be single doors with type "C" and on floor plan they are pair doors. Please confirm.

A.

Doors 1013J and 1012I (1013I? – see above) are not in the project.

Doors 1061A, 1062A, 1021A, 1241A, 1242A, 1250C, 1250B, 2051A will be pair doors and type "G‖.

This will be further clarified in a forthcoming Addendum.

10.Q.Regarding Existing Pavements :

Please clarify the thickness of the existing pavements (AC & Concrete) that are to be demolished. Would you provide a specification for Sheet # C-010.

A.

Existing pavement thicknesses can be determined in the review of the Geotechnical Report located in Section 311001 ―Project Soils Report and Logs‖ of the specifications.

General specifications for Sheet C-010 can be found in Section 311000 ―Site Clearing‖, Section 15240 ―Construction Waste Management‖, and Section 17310 ―Cutting and Patching‖.

11.Q. Regarding Section 03300 Cast In Place Concrete, subsection 2.4, A, 2.

The specifications for section 321316 Concrete Paving, allows the use of flyash class “C” or “F” per ASTM C618 but does not indicate if the use of blended cements are allowed per ASTM C595. Will the design team accept ASTM C595 “Standard Specification for Blended Hydraulic Cements”, Type IP for concrete paving as well?

A.

Type IP cement is acceptable for concrete paving.

Section 321316 ―Concrete Paving‖ shall be modified as follows: Per Subsection 2.3 Concrete Materials A.1, Type III cement will not be utilized for this project.

12.Q. Need clarification on Section 102800 – Toilet, Bath & Laundry Accessories; 12.Q. Specs call for one type of mirror Bobrick Model #B-290, which is a framed mirror. The plans are also calling for a “frameless” mirror. Is this mirror a part of this section? If so, what model does the end user require?

A.

Framed mirrors are specified in Section 102800 – TOILET, BATH AND LAUNDRY ACCESSORIES. Framed mirror information is also included in Section 088300 –

MIRRORS.

“Frameless” mirrors are specified in Section 088300 – MIRRORS. The “frameless” mirrors are not part of Section 102800 – TOILET AND BATH ACCESSORIES.

13.Q. The plans mention a Soap Dish. There is no spec for this. Please advice.

A.

A recessed soap dish will be added to Specification Section 102800 in a forthcoming Addendum.

14.Q. Plans mention a wall mounted soap dispenser and a lavatory mounted soap dispenser. The specs only mention the wall mounted soap dispenser. What model should I use for the lavatory mounted soap dispenser? Please advice.

A.

A lavatory mounted soap dispenser will be added to Specification Section 102800 in a forthcoming Addendum.

Need Clarification on Section 102113 – Toilet Compartments:

15.Q. Specs call for “Floor-to-Ceiling” style. The plans are asking for “Overhead Braced”.

Which style is required?

The specifications are correct. Toilet Compartments are “Floor and Ceiling Anchored”.

16.Q. As you can see, even with numerous guides and specifications, there are no precise guidelines regarding concrete temperatures or discharge times, it is left to the discretion of the purchaser. We are already doing the typical concrete temperature control procedure. The greatest concern on high concrete temperatures is lower strength due to water demand and hydration rates.

We respectful request waiver of the maximum concrete temperature specified. Instead we suggest maximum concrete temperature of 95oF provided the concrete is still workable.

A.

The maximum temperature of concrete shall be increased to 95° F, provided the concrete is workable.

Dated 12 April 2012

17. Q, Reference: Underground Gas Tank

• First of all, we would like to know if an above ground tank is not an option. Underground tanks are difficult to maintain and would still require the same necessary set back requirements that an above ground tank requires. Also Oahu Gas Service (OGS) could rent the LP Gas Tank for the above ground tank. Please confirm.

A.

It is our understanding that an above ground LP Gas Tank presents a greater potential risk to the security and safety of the soldiers utilizing the facility and the building. For example, if an explosive device were detonated in the vicinity of an above ground tank, the explosion would be amplified. We do not recommend installing an above ground LP Gas Tank near this facility. Please bid the below grade LP Gas Tank as specified on the plans.

18. Q. When is the last day to receive questions?

The last day for questions will be 18 April 2012 by COB.

19.Q. Drawings A102B: Gridline D and Gridline 13 thru 22 do not show windows but details 6/A203 is showing windows on this locations. Please clarify.

Windows are high windows above the Floor Plan cut line, so do not appear on Sheet A- 102B.

These windows appear in Plan on Sheet A-112B – Reflected Ceiling Plan.

They are also indicated in Section on Section 3/A-322 on Sheet A-322 – Wall Sections.

They correspond to Window Type 14 on Sheet A-621 – Window Type Elevations.

20.Q. E100A describes the PV to be mounted on the Parking Canopy Structure. Please clarify if this is an Open Structure or a Deck Structure. If it is an open structure, the amount of PV Panels would increase and the KW rating of the system would also increase to approx 60KW.

A.

The Parking Canopy was intended to be open structure, based on 210 watts per panel which required an area approximately 40’ x 135’. If higher output panels are utilized, the overall length of the structure may be reduced, provided the nominal 45kW (minimum) is maintained.

21.Q. E601 shows a feeder raceway for HECO to be provided from the SW1 to the AASF Facility. Please clarify the location of the AASF Facility. Please clarify the location of the AASF Facility and Trench Detail

A.

Refer to Keyed Note #6 on drawing E-100B. “provide (2) 5” conduits stubbed out 5’-0” and capped for future use” (2-5” conduits stubbed out to the East, and 2-5” conduits stubbed out to the South). Use trench Detail #2 on sheet E-501.

Date 18 April 2012 22.Q. E601 shows a feeder raceway for HECO to be provided from the SW1 to the NEW HECO UTILITY SERVICE. Is the New HECO Service location to be at the “PURPOSED HANDHOLE LOCATION FROM HEKO” as shown on E010A?

A.

Correct, Contractor is to provide feeder raceway from SW1 to the Proposed Manhole from HECO, as shown on sheet E-010A.

23.Q. We are assuming that the Raceway shows on E601 from SW1 to SW2 to be conduit only with pull rope. Please clarify that this is in face raceway only.

A.

Contractor to provide feeder raceway only from the manhole near SW1 to the manhole near SW2.

24.Q. Drawing C-010 has 6' chainlink fencing at 621 lineal feet, drawing C-103 has 6' chainlink fencing scaling out to 684 lineal feet. Which is correct?

A.

C-010 is a Demolition Plan and should not be utilized when determining final fence quantities. It simply states that the contractor will have to install approximately 620 l.f. of chain link fencing into existing concrete pavement.

C-103 gives the total chain link fence requirement for the back parking area (approximately 685 l.f.).

25.Q. Drawing C-010 has 15'x870' strip of existing pavement to be removed for the new fire line. Is this area to be repaved after firline installation?

A.

Yes. This needs to be temporarily repaved. Utilize the detail shown on 5/C-502 for utility repairs under pavement areas (7” of unreinforced concrete pavement).

26.Q. Drawing C-112 has 3/4" lawn hydrants to the field, kitchen and trash enclosures. Is these lawn hydrants tied into building water service with a backflow preventer?

A.

No. A backflow preventer is not required on these lawn hydrants.

27.Q. OBIs 10, 11, 12 and 13 concern using concrete in lieu of 4" ACP in the parking lots. There are 2 details #7 and #18 on drawing C-502 one calls for 5" concrete and the other is for 7" concrete which do we use? The base bid has 9" concrete driveways.

For the OBIs changing the optional asphalt parking areas to concrete, use Detail 18/C-502 (5" unreinforced concrete). Detail 5/C-502 showing 7" of unreinforced concrete shall be utilized on the thickened sidewalk shown on Detail 2/C-501. This detail shall also be used for the Mobile Kitchen Trainer Pad also shown on Detail 2/C-501.

The main drives shown by the designation "Conc. Drive" denoted on Sheets C-102 and C-103 utilize Detail 8/C-502 (9" reinforced concrete). The main concrete drives are to be included with the base bid

28.Q.Regarding the IBCT Readiness Center - Specifications SECTION 102116 - SHOWER AND DRESSING COMPARTMENTS call for “Floor to Ceiling”.

Do the shower stalls require a headrail and curtain track?

A.

The typical Shower Stalls do not require a head rail or curtain track as designed.

A curtain rod is specified per 1022116 - -2.3.B.

It is installed in the stalls as indicated on Details 3/A-401 and 4/A-401 which indicate the Plan and Section for the Typical Standard Shower Stall respectively.

29.Q. On drawing C-122 the retention area notes contractor to drill 3 bore holes into coral. There is a soils report that notes the depth of coral around that area, however there is no detail for bore holes or depth into coral for bore hole bottom elevation therefore no drill depth. Please advise.

Assume a 50' drill depth with a 1' diameter for bidding purposes.

30.Q.Reference: Civil Sheet C-502 – detail 3 & 4 related to control and expansion joints on Driveway Concrete Pavement (thickness 9”) ? Please confirm that the entire concrete pavement is reinforced with # 4 @ 12” on Ctr eachway.

Typically on concrete pavement, reinforcing steel is applied only on irregular shapes, small panels.

A.

The concrete drive denoted on Sheets C-102 and C-103 and supported by Detail 8/C-502 shall be reinforced for the entire pavement area.

31.Q.Will 5” concrete pavement listed in options 11, 12, 13 & 14 be reinforced as well? If so, please advise which detail. Detail 18 on the sheet C-502 does not indicate any rebar.

A.

Rebar is not required in the 5” pavement section dedicated for parking.

32.Q.Reference: Spec Section 32 13 16-2 related to concrete paving-part 2 – 2.1 Steel Reinforcement, item G refers to Epoxy Coating: AASHTO M 284.

Please advise if pavement dowels and steel reinforcement have to be epoxy coated or not. Details on plan do not indicate epoxy coated reinforcement.

A.

Per the specification that you referenced above, epoxy coating is required for the steel reinforcement utilized for this project.

33.Q.Reference: Geotechnical Report – Section 4.6 Cavity Probing and Treatment

• The above section indicates frequency and depth of probe and grout under wall & spread footings. Cost of this item varies based on actual volume of flowable fill used. Since it is impossible to quantify volume of cavities, can the bid schedule be revised by adding a pay item for unit cost per CY of flowable fill? Payment will be made based in actual quantity during project execution. This will have all contractors price same/comparable scope.

A.

We designed the building using a 3,000 psf allowable bearing pressure; therefore, cavity probing was not required according to the Geotechnical Report.

34.Q.Reference: Civil sheet C-500-water notes #12 indicates that pipe size over 12” shall be ductline iron. Spec section 330501-part 2 – products indicates specification for copper and PVC pipes and does not indicate ductile iron pipe specs

• Please confirm that pipe larger than 12” shall be ductile iron. If so, pipe shall be poly-wrapped as noted on C-500 – water note #4. Also, confirm ductile iron pipe wall thickness/class.

A.

All pipe larger than 12” shall be ductile iron and shall be poly-wrapped as noted.

The materials and installation of said ductile iron pipe shall comply with the standards set forth in the latest edition of the “Water System Standards” utilized by the City and County of Honolulu. Mechanical Joint and Push-On Joint ductile iron pipe shall be Class 52 pipe and have a minimum wall thickness of 0.40 inches for 16” pipe. Threaded Flange ductile iron pipe shall be Class 53 pipe and have a minimum wall thickness of 0.43 inches for 16” pipe.

35.Q. Volume 2, Part 2 Offeror Past/Present Performance Information requires Offeror’s to solicit Reference Package Exhibit C from past and present clients if a CCASS Evaluation is available.

Government customer personnel intimately involved with the project have indicated that they are extremely busy at the moment. Will the Hawaii Air National Guard consider accepting submitted Reference Package Exhibit C’s from the recently submitted projects?

A.

Please refer to section 3.4.3.11 of the solicitation.

36.Q. Is there a new wage determination?

Yes, a new General Decision Number: HI120001 03/30/2012 HI1 will incorporated in an amendment .

General Decision Number: HI120001 03/30/2012 HI1

WAGE DECISION HI120001

Superseded General Decision Number: HI20100001

State: Hawaii

Construction Types: Building, Heavy (Heavy and Dredging), Highway and Residential

Counties: Hawaii Statewide.

BUILDING CONSTRUCTION PROJECTS; RESIDENTIAL CONSTRUCTION

PROJECTS (consisting of single family homes and apartments up to and including 4 stories); HEAVY AND HIGHWAY CONSTRUCTION

PROJECTS AND DREDGING

Modification Number Publication Date 0 01/06/2012 1 01/13/2012 2 01/20/2012 3 01/27/2012 4 02/10/2012 5 03/02/2012 6 03/30/2012

ASBE0132-001 08/29/2010

Rates Fringes

Asbestos Workers/Insulator Includes application of all insulating materials, protective coverings, coatings and finishes to all types of mechanical systems. Also the application of firestopping material for wall openings and penetrations in walls, floors, ceilings and curtain walls...............$ 36.65 22.24

* BOIL0627-005 01/01/2012

Rates Fringes

BOILERMAKER......................$ 33.70 26.35

BRHI0001-001 08/29/2011

Rates Fringes

BRICKLAYER

Bricklayers and Stonemasons.$ 33.90 22.62 Pointers, Caulkers and Weatherproofers.............$ 34.15 22.62

BRHI0001-002 08/29/2011

Rates Fringes

Tile, Marble & Terrazzo Worker Terrazzo Base Grinders......$ 32.34 22.62 Terrazzo Floor Grinders and Tenders.................$ 30.79 22.62 Tile, Marble and Terrazzo Workers.....................$ 34.15 22.62

CARP0745-001 08/29/2011

Rates Fringes

Carpenters:

Carpenters; Hardwood Floor Layers; Patent Scaffold Erectors (14 ft. and over); Piledrivers;

Pneumatic Nailers; Wood Shinglers and Transit and/or Layout Man...........$ 38.00 19.62 Millwrights and Machine Erectors....................$ 38.25 19.62 Power Saw Operators (2 h.p. and over)..............$ 38.15 19.62

CARP0745-002 08/29/2011

Rates Fringes

Drywall and Acoustical Workers and Lathers..............$ 38.25 19.62

ELEC1186-001 02/19/2012

Rates Fringes

Electricians:

Cable Splicers..............$ 44.61 26.22 Electricians................$ 40.55 24.99 Telecommunication worker....$ 23.20 17%+6.35

ELEC1186-002 02/19/2012

Rates Fringes

Line Construction:

Cable Splicers..............$ 44.61 26.22 Groundmen/Truck Drivers.....$ 30.41 21.89 Heavy Equipment Operators...$ 36.50 23.75 Linemen.....................$ 40.55 24.99 Telecommunication worker....$ 23.20 17%+$6.35

ELEV0126-001 01/01/2012

Rates Fringes

ELEVATOR MECHANIC................$ 50.63 23.535+a+b

a. VACATION: Employer contributes 8% of basic hourly rate for 5 years service and 6% of basic hourly rate for 6 months to 5 years service as vacation pay credit.

b. PAID HOLIDAYS: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day and Christmas Day.

ENGI0003-002 08/29/2011

Rates Fringes

Diver (Aqua Lung) (Scuba) Diver (Aqua Lung) (Scuba) (over a depth of 30 feet)...$ 58.75 23.94 Diver (Aqua Lung) (Scuba) (up to a depth of 30 feet)..$ 49.38 23.94 Stand-by Diver (Aqua Lung) (Scuba)....................$ 40.00 23.94 Diver (Other than Aqua Lung) Diver (Other than Aqua Lung).......................$ 58.75 23.94 Diver Tender (Other than Aqua Lung)..................$ 36.97 23.94 Stand-by Diver (Other than Aqua Lung)..................$ 40.00 23.94 Helicopter Work Airborne Hoist Operator for Helicopter..............$ 38.55 23.94 Co-Pilot of Helicopter......$ 38.69 23.94 Pilot of Helicopter.........$ 38.86 23.94 Power equipment operator -tunnel work

GROUP 1....................$ 34.99 23.94

GROUP 2....................$ 35.10 23.94

GROUP 3....................$ 35.27 23.94

GROUP 4....................$ 35.54 23.94

GROUP 5....................$ 35.85 23.94

GROUP 6....................$ 36.50 23.94

GROUP 7....................$ 36.82 23.94

GROUP 8....................$ 36.93 23.94

GROUP 9....................$ 37.04 23.94

GROUP 9A...................$ 37.27 23.94

GROUP 10....................$ 37.33 23.94

GROUP 10A...................$ 37.48 23.94

GROUP 11....................$ 37.63 23.94

GROUP 12....................$ 37.99 23.94

GROUP 12A...................$ 38.35 23.94

Power equipment operators:

GROUP 1....................$ 34.69 23.94

GROUP 2....................$ 34.80 23.94

GROUP 3....................$ 34.97 23.94

GROUP 4....................$ 35.24 23.94

GROUP 5....................$ 35.55 23.94

GROUP 6....................$ 36.20 23.94

GROUP 7....................$ 36.52 23.94

GROUP 8....................$ 36.63 23.94

GROUP 9....................$ 36.74 23.94

GROUP 9A...................$ 36.97 23.94

GROUP 10....................$ 37.03 23.94

GROUP 10A...................$ 37.18 23.94

GROUP 11....................$ 37.33 23.94

GROUP 12....................$ 37.69 23.94

GROUP 12A...................$ 38.05 23.94

GROUP 13....................$ 34.97 23.94

GROUP 13A...................$ 35.24 23.94

GROUP 13B...................$ 35.55 23.94

GROUP 13C...................$ 36.20 23.94

GROUP 13D...................$ 36.52 23.94

GROUP 13E...................$ 36.63 23.94

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: Fork Lift (up to and including 10 tons); Partsman (heavy duty repair shop parts room when needed).

GROUP 2: Conveyor Operator (Handling building material);

Hydraulic Monitor; Mixer Box Operator (Concrete Plant).

GROUP 3: Brakeman; Deckhand; Fireman; Oiler;

Oiler/Gradechecker; Signalman; Switchman; Highline Cableway Signalman; Bargeman; Bunkerman; Concrete Curing Machine (self-propelled, automatically applied unit on streets, highways, airports and canals); Leveeman; Roller (5 tons and under); Tugger Hoist.

GROUP 4: Boom Truck or dual purpose "A" Frame Truck (5 tons or less); Concrete Placing Boom (Building Construction);

Dinky Operator; Elevator Operator; Hoist and/or Winch (one drum); Straddle Truck (Ross Carrier, Hyster and similar).

GROUP 5: Asphalt Plant Fireman; Compressors, Pumps, Generators and Welding Machines ("Bank" of 9 or more, individually or collectively); Concrete Pumps or Pumpcrete Guns; Lubrication and Service Engineer (Grease Rack);

Screedman.

GROUP 6: Boom Truck or Dual Purpose "A"Frame Truck (over 5 tons); Combination Loader/Backhoe (up to and including 3/4

cu. yd.); Concrete Batch Plants (wet or dry); Concrete Cutter, Groover and/or Grinder (self-propelled unit on streets, highways, airports, and canals); Conveyor or Concrete Pump (Truck or Equipment Mounted); Drilling Machinery (not to apply to waterliners, wagon drills or jack hammers); Fork Lift (over 10 tons); Loader (up to and including 3 and 1/2 cu. yds); Lull High Lift (under 40 feet); Lubrication and Service Engineer (Mobile); Maginnis Internal Full Slab Vibrator (on airports, highways, canals and warehouses); Man or Material Hoist; Mechanical Concrete Finisher (Large Clary, Johnson Bidwell, Bridge Deck and similar); Mobile Truck Crane Driver; Portable Shotblast Concrete Cleaning Machine; Portable Boring Machine (under streets, highways, etc.); Portable Crusher; Power Jumbo Operator (setting slip forms, etc., in tunnels); Rollers (over 5 tons); Self-propelled Compactor (single engine);

Self-propelled Pavement Breaker; Skidsteer Loader with attachments; Slip Form Pumps (Power driven by hydraulic, electric, air, gas, etc., lifting device for concrete forms); Small Rubber Tired Tractors; Trencher (up to and including 6 feet); Underbridge Personnel Aerial Platform (50 feet of platform or less).

GROUP 7: Crusher Plant Engineer, Dozer (D-4, Case 450, John Deere 450, and similar); Dual Drum Mixer, Extend Lift;

Hoist and/or Winch (2 drums); Loader (over 3 and 1/2 cu.

yds. up to and including 6 yards.); Mechanical Finisher or Spreader Machine (asphalt), (Barber Greene and similar) (Screedman required); Mine or Shaft Hoist; Mobile Concrete Mixer (over 5 tons); Pipe Bending Machine (pipelines only);

Pipe Cleaning Machine (tractor propelled and supported);

Pipe Wrapping Machine (tractor propelled and supported);

Roller Operator (Asphalt); Self-Propelled Elevating Grade Plane; Slusher Operator; Tractor (with boom) (D-6, or similar); Trencher (over 6 feet and less than 200 h.p.);

Water Tanker (pulled by Euclids, T-Pulls, DW-10, 20 or 21, or similar); Winchman (Stern Winch on Dredge).

GROUP 8: Asphalt Plant Operator; Barge Mate (Seagoing);

Cast-in-Place Pipe Laying Machine; Concrete Batch Plant (multiple units); Conveyor Operator (tunnel); Deckmate;

Dozer (D-6 and similar); Finishing Machine Operator (airports and highways); Gradesetter; Kolman Loader (and similar); Mucking Machine (Crawler-type); Mucking Machine (Conveyor-type); No-Joint Pipe Laying Machine; Portable Crushing and Screening Plant; Power Blade Operator (under 12); Saurman Type Dragline (up to and including 5 yds.);

Stationary Pipe Wrapping, Cleaning and Bending Machine;

Surface Heater and Planer Operator, Tractor (D-6 and similar); Tri-Batch Paver; Tunnel Badger; Tunnel Mole and/or Boring Machine Operator Underbridge Personnel Aerial Platform (over 50 feet of platform).

GROUP 9: Combination Mixer and Compressor (gunite); Do-Mor Loaderand Adams Elegrader; Dozer (D-7 or equal); Wheel and/or Ladder Trencher (over 6 feet and 200 to 749 h.p.).

GROUP 9A: Dozer (D-8 and similar); Gradesetter (when required by the Contractor to work from drawings, plans or specifications without the direct supervision of a foreman or superintendent); Push Cat; Scrapers (up to and including 20 cu. yds); Self-propelled Compactor with Dozer;

Self-Propelled, Rubber-Tired Earthmoving Equipment (up to and including 20 cu. yds) (621 Band and similar); Sheep's Foot; Tractor (D-8 and similar); Tractors with boom (larger than D-6, and similar).

GROUP 10: Chicago Boom; Cold Planers; Heavy Duty Repairman or Welder; Hoist and/or Winch (3 drums); Hydraulic Skooper (Koehring and similar); Loader (over 6 cu. yds. up to and including 12 cu. yds.); Saurman type Dragline (over 5 cu.

yds.); Self-propelled, rubber-tired Earthmoving Equipment (over 20 cu. yds. up to and including 31 cu. yds.) (637D and similar); Soil Stabilizer (P & H or equal); Sub-Grader (Gurries or other automatic type); Tractors (D-9 or equivalent, all attachments); Tractor (Tandem Scraper);

Watch Engineer.

GROUP 10A: Boat Operator; Cable-operated Crawler Crane (up to and including 25 tons); Cable-operated Power Shovel, Clamshell, Dragline and Backhoe (up to and including 1 cu.

yd.); Dozer D9-L; Dozer (D-10, HD41 and similar) (all attachments); Gradall (up to and including 1 cu. yd.);

Hydraulic Backhoe (over 3/4 cu. yds. up to and including 2

cu. yds.); Mobile Truck Crane Operator (up to and including 25 tons) (Mobile Truck Crane Driver Required);

Self-propelled Boom Type Lifting Device (Center Mount) (up to and including 25 tons) (Grove, Drott, P&H, Pettibone and similar; Trencher (over 6 feet and 750 h.p. or more); Watch Engineer (steam or electric).

GROUP 11: Automatic Slip Form Paver (concrete or asphalt);

Band Wagon (in conjunction with Wheel Excavator);

Cable-operated Crawler Cranes (over 25 tons but less than 50 tons); Cable-operated Power Shovel, Clamshell, Dragline and Backhoe (over 1 cu. yd. up to 7 cu. yds.); Gradall (over 1 cu. yds. up to 7 cu. yds.); DW-10, 20, etc.

(Tandem); Earthmoving Machines (multiple propulsion power units and 2 or more Scrapers) (up to and including 35 cu.

yds.," struck" m.r.c.); Highline Cableway; Hydraulic Backhoe (over 2 cu. yds. up to and including 4 cu. yds.);

Leverman; Lift Slab Machine; Loader (over 12 cu. yds);

Master Boat Operator; Mobile Truck Crane Operator (over 25 tons but less than 50 tons); (Mobile Truck Crane Driver required); Pre-stress Wire Wrapping Machine; Self-propelled Boom-type Lifting Device (Center Mount) (over 25 tons m.r.c); Self-propelled Compactor (with multiple-propulsion power units); Single Engine Rubber Tired Earthmoving Machine (with Tandem Scraper); Tandem Cats; Trencher (pulling attached shield).

GROUP 12: Clamshell or Dipper Operator; Derricks; Drill Rigs;

Multi-Propulsion Earthmoving Machines (2 or more Scrapers) (over 35 cu. yds "struck"m.r.c.); Operators (Derricks, Piledrivers and Cranes); Power Shovels and Draglines (7 cu.

yds. m.r.c. and over); Self-propelled rubber-tired Earthmoving equipment (over 31 cu. yds.) (657B and similar); Wheel Excavator (up to and including 750 cu. yds.

per hour); Wheel Excavator (over 750 cu. yds. per hour).

GROUP 12A: Dozer (D-11 or similar or larger); Hydraulic Excavators (over 4 cu. yds.); Lifting cranes (50 tons and over); Pioneering Dozer/Backhoe (initial clearing and excavation for the purpose of providing access for other equipment where the terrain worked involves 1-to-1 slopes that are 50 feet in height or depth, the scope of this work does not include normal clearing and grubbing on usual hilly terrain nor the excavation work once the access is provided); Power Blade Operator (Cat 12 or equivalent or over); Straddle Lifts (over 50 tons); Tower Crane, Mobile;

Traveling Truss Cranes; Universal, Liebher, Linden, and similar types of Tower Cranes (in the erection, dismantling, and moving of equipment there shall be an additional Operating Engineer or Heavy Duty Repairman);

Yo-Yo Cat or Dozer.

GROUP 13: Truck Driver (Utility, Flatbed, etc.)

GROUP 13A: Dump Truck, 8 cu.yds. and under (water level);

Water Truck (up to and including 2,000 gallons).

GROUP 13B: Water Truck (over 2,000 gallons); Tandem Dump Truck, over 8 cu. yds. (water level).

GROUP 13C: Truck Driver (Semi-trailer. Rock Cans, Semi-Dump or Roll-Offs).

GROUP 13D: Truck Driver (Slip-In or Pup).

GROUP 13E: End Dumps, Unlicensed (Euclid, Mack, Caterpillar or similar); Tractor Trailer (Hauling Equipment); Tandem Trucks hooked up to Trailer (Hauling Equipment)

BOOMS AND/OR LEADS (HOURLY PREMIUMS):

The Operator of a crane (under 50 tons) with a boom of 80 feet or more (including jib), or of a crane (under 50 tons) with leads of 100 feet or more, shall receive a per hour premium for each hour worked on said crane (under 50 tons) in accordance with the following schedule:

Booms of 80 feet up to but not including 130 feet or Leads of 100 feet up to but not including 130 feet 0.50 Booms and/or Leads of 130 feet up to but not including 180 feet 0.75 Booms and/or Leads of 180 feet up to and including 250 feet 1.15 Booms and/or Leads over 250 feet 1.50

The Operator of a crane (50 tons and over) with a boom of 180 feet or more (including jib) shall receive a per hour premium for each hour worked on said crane (50 tons and over) in accordance with the following schedule:

Booms of 180 feet up to and including 250 feet 1.25 Booms over 250 feet 1.75

ENGI0003-004 08/29/2011

Rates Fringes

Dredging: (Boat Operators) Boat Deckhand...............$ 34.97 23.94 Boat Operator...............$ 37.18 23.94 Master Boat Operator........$ 37.33 23.94 Dredging: (Clamshell or Dipper Dredging)

GROUP 1.....................$ 37.69 23.94

GROUP 2.....................$ 37.03 23.94

GROUP 3.....................$ 36.63 23.94

GROUP 4.....................$ 34.97 23.94

Dredging: (Derricks)

GROUP 1.....................$ 37.69 23.94

GROUP 2.....................$ 37.03 23.94

GROUP 3.....................$ 36.63 23.94

GROUP 4.....................$ 34.97 23.94

Dredging: (Hydraulic Suction Dredges)

GROUP 1.....................$ 37.33 23.94

GROUP 2.....................$ 37.18 23.94

GROUP 3.....................$ 37.03 23.94

GROUP 4.....................$ 36.97 23.94

Group 5.....................$ 36.63 23.94 Group 6.....................$ 36.52 23.94 Group 7.....................$ 34.97 23.94

CLAMSHELL OR DIPPER DREDGING CLASSIFICATIONS

GROUP 1: Clamshell or Dipper Operator.

GROUP 2: Mechanic or Welder; Watch Engineer.

GROUP 3: Barge Mate; Deckmate.

GROUP 4: Bargeman; Deckhand; Fireman; Oiler.

HYDRAULIC SUCTION DREDGING CLASSIFICATIONS

GROUP 1: Leverman.

GROUP 2: Watch Engineer (steam or electric).

GROUP 3: Mechanic or Welder.

GROUP 4: Dozer Operator.

GROUP 5: Deckmate.

GROUP 6: Winchman (Stern Winch on Dredge) GROUP 7: Deckhand (can operate anchor scow under direction of Deckmate); Fireman; Leveeman; Oiler.

DERRICK CLASSIFICATIONS

GROUP 1: Operators (Derricks, Piledrivers and Cranes).

GROUP 2: Saurman Type Dragline (over 5 cubic yards).

GROUP 3: Deckmate; Saurman Type Dragline (up to and including 5 yards).

GROUP 4: Deckhand, Fireman, Oiler.

ENGI0003-044 08/29/2011

Rates Fringes

Power Equipment Operators

(PAVING)

(10) Cold Planer............$ 37.40 25.33 (10)Loader (2 1/2 cu. yds.

and under)..................$ 36.57 25.33 (10)Soil Stabilizer.........$ 37.40 25.33 (11)Loader (over 2 1/2 cu.

yds. to and including 5

cu. yds.)...................$ 36.89 25.33 (3)Roller Operator (five tons and under).............$ 35.34 25.33 (5)Screed Person............$ 36.57 25.33 (6)Combination Loader/Backhoe (up to 3/4 cu.yd.).....................$ 34.63 25.33 (6)Concrete Saws and/or Grinder (self-propelled unit on streets, highways, airports and canals)........$ 36.57 25.33 (6)Roller Operator (over five tons)..................$ 36.77 25.33 (7)Combination Loader/Backhoe (over 3/4 cu.yd.).....................$ 35.61 25.33

(8) Asphalt Plant Operator..$ 37.00 25.33 Asphalt Concrete Material Transfer....................$ 36.57 25.33 Asphalt Raker...............$ 35.61 25.33

Asphalt Spreader Operator...$ 37.09 25.33 Grader......................$ 37.40 25.33 Laborer, Hand Roller........$ 32.84 25.33

IRON0625-001 09/01/2011

Rates Fringes

Ironworkers:.....................$ 33.75 28.01

a. Employees will be paid $.50 per hour more while working in tunnels and coffer dams; $1.00 per hour more when required to work under or are covered with water (submerged) and when they are required to work on the summit of Mauna Kea, Mauna Loa or Haleakala.

LABO0368-001 08/29/2011

Rates Fringes

Laborers:

Driller.....................$ 31.30 15.91 Final Clean Up..............$ 21.70 11.47 Gunite Operator & High Scaler......................$ 30.80 15.91 Laborer I...................$ 30.30 15.91 Laborer II..................$ 27.70 15.91 Powderman...................$ 31.30 15.91 Window Washer (bosun chair).$ 29.80 15.91

LABORERS CLASSIFICATIONS

Laborer I: Asbestos Removal Worker (EPA certified workers);

Asphalt Laborer, Ironer, Raker, Luteman, and Handroller, and all types of Asphalt Spreader Boxes; Asphalt Shoveler;

Assembly and Installation of Multiplates, Liner Plates, Rings, Mesh, Mats; Batching Plant (portable and temporary);

Boring Machine Operator (under streets and sidewalks);

Buggymobile; Burning, Welding, Signalling, Choke Setting, and Rigging in connection with Laborers' work (except demolition); Chainsaw, Faller, Logloader, and Bucker;

Compactors (Jackson Jumping Jack and similar); Concrete Bucket Dumpman; Concrete Chipping; Concrete Chuteman/Hoseman (pouring concrete) (the handling of the chute from ready-mix trucks for such jobs as walls, slabs, decks, floors, foundations, footings, curbs, gutters, and sidewalks); Concrete Core Cutter (Walls, Floors, and Ceiling); Concrete Grinding or Sanding; Concrete: Hooking on, signaling, dumping of concrete for treme work over water on caissons, pilings, abutments, etc.; Concrete:

Mixing, handling, conveying, pouring, vibrating, otherwise placing of concrete or aggregates or by any other process;

Concrete: Operation of motorized wheelbarrows or buggies or machines of similar character, whether run by gas, diesel, or electric power; Concrete Placement Machine Operator:

operation of Somero Hammerhead, Copperheads, or similar machines; Concrete Pump Machine (laying, coupling, uncoupling of all connections and cleaning of equipment);

Concrete and/or Asphalt Saw (Walking or Handtype) (cutting walls or flatwork) (scoring old or new concrete and/or asphalt) (cutting for expansion joints) (streets and ways for laying of pipe, cable or conduit for all purposes);

Concrete Shovelers/Laborers (Wet or Dry); Concrete Screeding for Rough Strike-Off: Rodding or striking-off, by hand or mechanical means prior to finishing; Concrete Vibrator Operator; Coring Holes: Walls, footings, piers or other obstructions for passage of pipes or conduits for any purpose and the pouring of concrete to secure the hole;

Curbing (Concrete and Asphalt); Curing of Concrete (impervious membrane and form oiler) mortar and other materials by any mode or method; Cut Granite Curb Setter (setting, leveling and grouting of all precast concrete or stone curbs); Cutting and Burning Torch (demolition); Dri Pak-It Machine; Falling, bucking, yarding, loading or burning of all trees or timber on construction site;

Forklift (9 ft. and under); Grating and Grill work for drains or other purposes; Green Cutter of concrete or aggregate in any form, by hand, mechanical means, grindstone or air and/or water; Grout: Spreading for any purpose; Guinea Chaser (Grade Checker) for general utility trenches, sitework, and excavation; Headerboard Man (Asphalt or Concrete); Heat Welder of Plastic (Laborers' AGC certified workers) (when work involves waterproofing for waterponds, artificial lakes and reservoir, or heat welding for sewer pipes); Heavy Highway Laborer (Rigging, signaling, handling, and installation of pre-cast catch basins, manholes, curbs and gutters); High Pressure Nozzleman - Hydraulic Monitor (over 100# pressure);

Installation of lightweight backfill; Jackhammer Operator;

Jacking of slip forms: All semi and unskilled work connected therewithin; Laying of all multi-cell conduit or multi-purpose pipe; Lead base paint abatement laborers (EPA certified workers); Magnesite and Mastic Workers (Wet or Dry)(including mixer operator); Mason Tender,Mortar Man;

Mortar Mixer (Block, Brick, Masonry, and Plastering);

Nozzleman (Sandblasting and/or Water Blasting): handling, placing and opertion of nozzle; Operation, Manual or Hydraulic jacking of shields and the use of such other mechanical equipment as may be necessary; Pavement Breakers; Paving, curbing and surfacing of streets, ways, courts, under and overpasses, bridges, approaches, slope walls, and all other labor connected therewith;

Pilecutters; Pipe Accessment in place, bolting and lining up of sectional metal or other pipe including corrugated pipe; Pipelayer performing all services in the laying and installation of pipe from the point of receiving pipe in the ditch until completion of operation, including any and all forms of tubular material, whether pipe, metallic or non-metallic, conduit, and any other stationary-type of tubular device used for conveying of any substance or element, whether water, sewage, solid, gas, air, or other product whatsoever and without regard to the nature of material from which tubular material is fabricated;

No-joint pipe and stripping of same, Pipewrapper, Caulker, Bander, Kettlemen, and men applying asphalt, Laykold, treating Creosote and similar-type materials (6-inch) pipe and over); Piping: resurfacing and paving of all ditches in preparation for laying of all pipes; Pipe laying of lateral sewer pipe from main or side sewer to buildings or structure (except Contactor may direct work be done under proper supervision); Pipe laying, leveling and marking of the joint used for main or side sewers and storm sewers;

Laying of all clay, terra cotta, ironstone, vitrified concrete or other pipe for drainage; Placing and setting of water mains, gas mains and all pipe including removal of skids; Plaster Mortar Mixer/Pump; Pneumatic Impact Wrench;

Portable Sawmill Operation: Choker setters, off bearers, and lumber handlers connected with clearing; Posthole Digger (Hand Held, Gas, Air and Electric); Power Broom Sweepers (Small); Preparation and Compaction of roadbeds for railroad track laying, highway construction, and the preparation of trenches, footings, etc., for cross-country transmission by pipelines, electrical transmission or underground lines or cables (by mechanical means); Raising of structure by manual or hydraulic jacks or other methods and resetting of structure in new locations, including all concrete work; Ramming or compaction; Riprap, Stonepaver, and Rock Slinger (includes placement of stacked concrete, wet or dry and loading, unloading, signaling, slinging and setting of other similar materials); Rotary Scarifier (including multiple head concrete chipping Scarifier);

Salamander Heater, Drying of plaster, concrete mortar or other aggregate; Scaffold Erector Leadman; Scaffolds:

(Swing and hanging) including maintenance thereof; Scaler;

Septic Tank/Cesspool and Drain Fields Digger and Installer;

Shredder/Chipper (tree branches, brush, etc.); Stripping and Setting Forms; Stripping of Forms: Other than panel forms which are to be re-used in their original form, and stripping of forms on all flat arch work; Tampers (Barko, Wacker, and similar type); Tank Scaler and Cleaners;

Tarman; Tree Climbers and Trimmers; Trencher (includes hand-held, Davis T-66 and similar type); Trucks (flatbed up to and including 2 1/2 tons when used in connection with on-site Laborers'work; Trucks (Refuse and Garbage Disposal) (from job site to dump); Vibra-Screed (Bull Float in connection with Laborers' work); Well Points, Installation of or any other dewatering system.

Laborer II: Air Blasting; Appliance Handling (job site) (after delivery and unloading in storage area); Asphalt Plant Laborer; Backfilling, Grading and all other labor connected therewith; Boring Machine; Bridge Laborer;

Burning of all debris (crates, boxes, packaging waste materials); Chainman, Rodmen, and Grade Markers; Cleaning and Clearing of all debris; Cleaning, clearing, grading and/or removal for streets, highways, roadways, aprons, runways, sidewalks, parking areas, airports, approaches, and other similar installations; Cleaning or reconditioning of streets, ways, sewers and waterlines, all maintenance work and work of an unskilled and semi-skilled nature;

Cleanup of Grounds and Buildings (other than "Light Clean-Up") (Janitorial Laborer); Clean-up of right-of-way;

Clearing and slashing of brush or trees by hand or mechanical cutting; Concrete Bucket Tender (Groundman) hooking and unhooking of bucket; Concrete Forms; moving, cleaning, oiling and carrying to the next point of erection of all forms; Concrete Products Plant Laborers; Conveyor Tender (conveying of building materials); Cribbers, Shorer, Lagging, Sheeting, and Trench Jacking and Bracing, Hand-Guided Lagging Hammer Whaling Bracing; Crushed Stone Yards and Gravel and Sand Pit Laborers and all other similar plants; Demolition, Wrecking and Salvage Laborers:

Wrecking and dismantling of buildings and all structures, with use of cutting or wrecking tools, burning or cutting, breaking away, cleaning and removal of all masonry, wood or metal fixtures for salvage or scrap, All hooking, unhooking, signaling of materials for salvage or scrap removed by crane or derrick; Digging under streets, roadways, aprons or other paved surfaces; Chuck Tender, Outside Nipper; Dry-packing of concrete (plugging and filling of she-bolt holes); Excavation, Preparation of street ways and bridges; Fence and/or Guardrail Erector:

Dismantling and/or re-installation of all fence;

Finegrader; Firewatcher; Flagman (Coning, preparing, stablishing and removing portable roadway barricade devices); Signal Men on all construction work defined herein, including Traffic Control Signal Men at construction site; Garbage and Debris Handlers and Cleaners; Gas, Pneumatic, and Electric Tools, not listed Group 1 (except Rototiller); General Clean-up: sweeeping, cleaning, washdown, wiping of construction facility, and equipment (other than "Light Clean-up" [Janitorial] Laborer); General Excavation and Grading (all labor connected therewith); Digging of trenches, ditches and manholes and the leveling, grading and other preparation prior to laying pipe or conduit for any purpose;

Excavations and foundations for buildings, piers, foundations and holes, and all other construction; General Laborer; Ground and Soil Treatment Work (Pest Control);

Junk Yard Laborers (same as Salvage Yard); Landscape Nursery Laborers; Laser Beam "Target Man" in connection with Laborers' work; Layout Person for Plastic (when work involves waterproofing for waterponds, artificial lakes and reservoirs); Limbers, Brush Loaders, and Pilers; Loading, Unloading, carrying, distributing and handling of all rods and material for use in reinforcing concrete construction (except when a derrick or outrigger operated by other than hand power is used); Loading, unloading, sorting, stockpiling, handling and distribution of water mains, gas mains and all pipes; Loading and unloading of all materials, fixtures, furnishings and appliances from point of delivery to stockkpile to point of installation; hooking and signalling from truck, conveyance or stockpile;

Material Yard Laborers; Pipelayer Tender; Pipewrapper, Caulker, Bander, Kettlemen, and men applying asphalt, Laykold, Creosote, and similar-type materials (pipe under 6 inches); Plasterer Laborer…