Amend_0003_W9128A17B0002.pdf

1. CONTRACT ID CODE PAGE OF PAGES

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

AM-0003

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE

CECT – Contracting Division USACE, Honolulu District Bldg 252 (CECT-POH) Ft Shafter, HI 96858-5440

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State, and Zip Code) (x) 9A. AMENDMENT OF SOLICITATION NO.

W9128A-17-B-0002 X

9B. DATED (SEE ITEM 11)

27 Jul 2017

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

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 Offers [ ] is extended, [ X ] is not extended.

Offers 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 ACKNOWLEDGEMENT 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.

(x) 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.)

FY17 Pkg. A-007 Repair Bldg 452, Quad D, Schofield Barracks, Oahu, Hawaii

See continuation sheet

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY

(Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION UNUSABLE

30-105 STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

31 Aug 17

Am-0003 Standard Form 30 IFB No. W9128A-17-B-0001 Page 2 of 3 Item 14 (Continued)

FY17 PKG A-007 REPAIR BLDG 452, QUAD D, SCHOFIELD BARRACKS, HI

1. CHANGES TO SPECIFICATIONS. Attached hereto are new, revised and deleted pages/paragraphs to the specifications. Revised pages replace like-numbered pages. The revision mark (Am-0003) is shown on each page.

A. REVISED PARAGRAPHS. The following are revised paragraphs to the specifications. Changes are indicated in bold.

Section 01 78 00, paragraphs 1.1, 1.2.1, 1.2.1.1, 1.2.1.2, 1.2.1.3, 1.2.1.4, 1.2.1.4a and 1.2.1.4d Section 10 11 00, paragraph 2.4

B. NEW PAGES. The following pages are added to the specifications:

Submittal Register, pages 1 through 56 Section 01 78 00, pages 15 through 20

C. DELETED PAGES. The following pages are deleted from the specifications:

Submittal Register, pages 1 through 56

2. CHANGES TO DRAWINGS. The following revised drawings replace like-numbered drawings and are issued herewith:

Sheet ID Sheet Number: Mark: Revision Date:

G-002 G-003 S-002 S-003 S-009

SF101

SF102

SF103

SF104

SF105

SF106

SF107

SF108

SF403

AD-103

AD-104

AD-105

AD-106

A-103 A-104 A-105 A-106 A-505 A-506

AF604

E-003

ES101

EP401

EP404

21 AUG 2017

21 AUG 2017

21 AUG 2017

21 AUG 2017

21 AUG 2017

21 AUG 2017

21 AUG 2017

21 AUG 2017

21 AUG 2017

21 AUG 2017

21 AUG 2017

21 AUG 2017

21 AUG 2017

21 AUG 2017

21 AUG 2017

21 AUG 2017

21 AUG 2017

21 AUG 2017

21 AUG 2017

21 AUG 2017

21 AUG 2017

21 AUG 2017

21 AUG 2017

21 AUG 2017

21 AUG 2017

21 AUG 2017

21 AUG 2017

21 AUG 2017

21 AUG 2017

Am-0003 IFB No. W9128A-17-B-0001

Standard Form 30

Item 14 (Continued)

3. Wage Decision Number HI170001 dated 8/11/2017 is deleted and replaced with HI170001 dated 8/25/2017 (See attached).

4. Section 00 73 00, Appendix A, Site visit attendees, is added (see attached).

RFI# Question Answer

1 Ref Dwg ES101 – There are 2 Details referencing C2 – EP501. They do not appear on Dwg EP501. Please clarify.

Use Detail C3/EP501 for 4-way concrete encased duct run between pad-mtd transformer and building disconnect. Use Detail A1/EP501 for direct bury duct run between building disconnect and MDP. Revised drawing Sheet ES101. See Amend 0003.

Ref Dwg ES101 – There are 4 runs from the pad mtd transformer to the building disconnect. They are called out as concrete encased on the one line dwg which would indicate the use of Detail B5 as opposed to A3 as indicated.

Please clarify.

Use Detail B5/EP501 for 4-way concrete encased duct run between pad-mtd transformer and building disconnect. Revised drawing Sheet ES101. See Amend 0003.

Ref Dwg ES101 - There are 4 runs from the building disconnect to the MDP.

This would indicate the use of Detail A4 as opposed to A3 as indicated. Please clarify.

Use Detail A4/EP501for direct bury duct run between building disconnect and MDP.

Revised drawing Sheet ES101. See Amend 0003.

Ref Dwgs EP404, 405,406 – The AHU disconnects on the 1st floor are shown as 60 amp while those on the 2nd and 3rd floors are shown as 30 amp. The panel schedules all show the same feeder and breaker size. Please clarify.

Provide 30A rated disconnects for first floor AHU's (similar to second and third floor).

Revised drawing Sheet EP404. See Amend 0003.

Panels 208L & 208T are not shown on the layout drawings. Can we assume that they are located in Elect Room 156?

Locate panels "208L" and "208T" in First Floor North Electrical Eoom 156. Revised drawing Sheet EP401. See Amend 0003.

Is MC cable allowed?

MC type cable is not allowed. Provide flexible metal conduit or liquidtight flexible conduit where connection of equipment requires flexible conduit. Revised Note 23 Sheet E-0003. See Amend 0003.

Structural drawings indicates to remove existing plaster prior to installing new concrete. Does this requirements apply for surface of steel structural and FRP composite as well?

Plaster shall be removed as indicated on the structural drawings. This requirement also applies to structural steel and FRP composite surfaces. See D1/SF504 for FRP requirements and Amend 0003, revised sheets S-002 and SF101 thru SF108 for structural steel notes.

In terms of plan SF 403, it calls 6” thk shotcrete wall and ceiling slab at mechanical room. However, 6" thk wall is shown by new concrete on plan SF 101. Please advise wall type.

Provide cast-in-place concrete walls as indicated on the contract documents. See Amend 0003 revisions on sheet SF403.

Regarding detail A2, B2 on plan SF403, there was omitted the location where shotcrete wall and ceiling slab are. It seems mechanical room wall and ceiling slab.

If so, we would like to ask whether shotcrete (or concrete) is new, or existing?

Structural members on contract documents are new unless noted as existing (e.g.

EXST, (E), EXISTING). Details A2 and B2 / SF403 apply to the mechanical room framing plans on sheets SF402 and SF403. See Amend 0003, revised sheet SF403.

Between RP-L ceiling and Roof deck space, is there any bulkhead concrete wall?

We anticipate that there is no bulkhead concrete wall (or CMU wall) during installing of steel truss & bracing and consists of open space. Please confirm.

As-built drawings show no existing wall between the ceiling and roof level. Existing building condition shall be field verified during construction.

W9128A-17-B-0002

Amend 0003

Section 00900

We have an alternative color for the solid surface (division 6) portion of the job that is comparable in color and we can be competitive in price. Please let me know if we are able to submit a sample.

Yes, contractor can submit material from other solid surface manufacturer that is similar to pattern and color of Corian Burled Beach as indicated on sheet AF-604 for government approval.

Specification Section 101100 Page 4 – Projection Screen. Please provide the size of the projection screen. Size is not shown on the drawings.

Revised Section 10 11 00, paragraph 2.4 to include 60" high X 80" wide ceiling mounted motorized projection screens. See Am-0003.

Specification Section 101400.10 & Plan Sheet AG101 – Exterior Signage. Please provide location or quantity of Sign Type C8 Building Number Sign.

Building Number Sign Type C8 is shown on North and South Elevations as identified by Sheet Keynote 10 B.1.

Please provide the existing concrete strength (f’c) of the slabs and beams to be strengthened with the FRP so that the effective strain of the FRP can be calculated in accordance with ACI 440.2R.

Design shall be based on an assumed existing concrete compressive strength of 4,000 PSI as indicated on Fiber Wrap Note 4 of contract drawing sheet S-002.

Please confirm the maximum center-to-center spacing of FRP strips used to strengthen the slab shall not exceed 3 times the slab thickness in accordance with

ACI 318.

FRP composites shall be design by the FRP manufacturer as indicated on fiber wrap Note 1 of contract drawing sheet S-002.

Please confirm the maximum center-to-center spacing of FRP strips used to strengthen the slab shall not exceed 3 times the slab thickness in accordance with

ACI 318.

Same response as #15 above.

17 Please provide the slab thickness. As-built drawings indicate 4" thick slab at the lanai and 6" thick slab in the main building area. Existing building condition shall be verified on-site.

Section S-18, Page 82 of 102 in the RFP, paragraph (h) indicates that the ASBESTOS SURVEY REPORT can be found at the end of the section; however we cannot locate this report. Please confirm and provide a comprehensive hazardous material report for this bid work.

Asbestos Survey Report is at the end of Spec Section 02 82 14.00 10 Asbestos Hazard Control Activities.

The link provided in page 10 of 102 of the RFP should direct the offeror to additional provisions that may need to be completed per the section 52.252-1; however the link presents a SERVER ERROR 404 – FILE OR DIRECTORY NOT FOUND. Please provide these sections or blocks in an addenda or provide a functioning link for a complete bidding package. See Amend 0003. Link should read "http://farsite.hill.af.mil/".

20 Are out of state contractors required to pay the 4.721% general excise tax on this project?

All Contractors will be required to pay the general excise tax. More information can be obtained at the Hawaii Department of Taxation at the following link:

http://files.hawaii.gov/tax/legal/taxfacts/tf99-03rev.pdf

Is the 1 inch thick existing plaster coating on walls and ceilings required to be removed wherever new structural upgrades (Steel Beams – Shotcrete) are to be installed?

Plaster shall be removed as indicated on the structural drawings. This requirement also applies to structural retrofit work. See D1/SF504 for FRP requirements and Amend 0003, revised sheets S-002 and SF101 thru SF108 for notes.

22 Should contractors expect to encounter termite treated should for testing and disposal? Provide only what is required in the contract documents.

23 Is special inspection required for epoxy dowelling, shotcrete placement? Yes, special inspection shall be provided as indicated on the statement of special inspection on sheet S-003. See Am-0003 revisions on sheet S-003.

W9128A-17-B-0002

Amend 0003

Must the contractor include in the unit price for CLIN 0004 the cost to repair the 2” concrete topping that must be removed to seal the top for the crack in the structural slabs?

Include cost to repair topping slab in CLIN 0004. See Am-0003 revised sheet S-009.

25 Sheet S-003 provides a list of all required special inspections. Can the QC manager perform the special inspections?

The special inspector shall be qualified as indicated on Specification Section 01 45 35 and Note 1 of the Statement of Special Inspection on drawing sheet S-003.

26 Is it possible to extend the RFI deadline until after the subcontractors have a chance to visit and survey the site at the site visit on August 10th? The RFI due date was extended to Aug 16, 2017, by Amend 0001.

27 Item 3 under the “Instructions to Bidders” noted on the Main Table of Contents states the deadline for RFIs. Please advise of the email such RFIs are to be sent to. See Amend 0001.

28 As the solicitation has been issued as an IFB, please advise if, when, and where bids will be opened following the 2pm bid deadline. The bids will be opened at Bldg. 252, Otake Road, Fort Shafter, HI.

Due to the unrestricted nature of the solicitation, large business concerns are normally required to submit a Small Business Subcontracting Plan, yet we could not find such a requirement or plan template in the IFB other than the approval of the subcontracting plan (Section 00 21 13, Clause S-19.1). Please advise if a subcontracting plan is only required from the successful offeror. If not, in establishing a due date, please consider allowing a few days’ time after bids are submitted.

See Amend 0001.

Section 00 21 13, Clause-19.3 indicates a 5% goal for subcontracting with Small Disadvantaged Businesses. Please confirm that is the only small business goal required to be met for the Small Business Subcontracting Plan.

Also see FAR Clause FAR 52.222-23 for goals for minority and female participtation for each trade in construction work.

Room 200E, 200N Comm storage on the 2nd floor, it states demolition of existing concrete slab based on plan SD 102. However, architectural drawing AD 103, depiction indicates not required to remove existing concrete slab. 3rd floor rooms (300 E, 300N) are also same as above question. Should contractor be removed existing concrete slab entirely?

Follow Structural Drawings Sheets SD102 and SD103 for demoliton of existing concrete floor slabs and Sheets SF101 thru SF104 for concrete topping over metal decking for new floor.

Can you clarify what the wood door species / finish should be? The Spec. calls out plain sawn white oak & the door schedule on A-603 General note # 6 calls out paint grade.

Species of wood door is plain sliced premium grade oak as specified in paraghraph

2.1.1.1 of specification 08 14 00. Finish of wood door is identified as field painted clear natural wood finsh in both drawing AF-604 and paragraph 3.13 Division 6 of specification 09 90 00 Paints and Coatings.

33 Please confirm if as-built and close out submittal process can be completed using AutoCAD, Revit, or other software that is not Microstation.

Spec Section 01 78 00 Closeout Submittals CAD deliverables is revised to Revit (.rvt) files and Microstation (.dgn). See Amend 0003.

34 Please confirm if the 2 ¼ x 3 x ¼ angles at the windows require hot dip galvanizing? Hot dip galvanizing is not required for steel angles around interior of windows per details.

35 Can we request an bid extension of two weeks? Bid opening date and time have been extended to 6 Sep 17.

W9128A-17-B-0002

Amend 0003

No information was found regarding Builders-Risk or All-Risk insurance requirements. Please confirm that no other insurance is required other than the listed workers compensation, comprehensive general.

All insurance requirements are listed in Section 00 73 00, para. S-36.30.

37 Please provide bid guarantee percentage or amount required per Clause S-28.2 and 52.228-1.

FAR Clause 52.228-1 has been added in full text with bid guarantee amount filled in.

See Amendment 0002.

Floor Tile material: Per Room Finish Schedule - Calls for Ceramic Tile CT – 1 / 1A or CT – 2 / 2A at Restrooms Floors. Per Materials Finish Schedule - CT

– 1 & CT – 2 is listed as a 12” XC 12” X 3/8” Thick tile product. CT – 1A & CT– 2A is listed as a 2” X 2” x ¼” Thick Tile Product. Please provide drawing to indicate locations for each size tile and how they will be used.

Typical Restroom floor is 12" x 12" tiles (CT-1 or CT-2) with wet shower floors to be 2" x 2" only (CT-1A or CT-2A). Room Finish Schedule lists both as they appear in same room.

Wall Tile Material at Showers: Per Sheet A – 540 - Detail A4 / B3 / A4C - Indicates Shower Pan is a Pre-Formed Shower Pan. Detail A4C - Indicates Shower Walls as Compartment Panel. We interpret Showers floors and walls - Work by others. Please confirm - All Shower walls - Pre-Formed materials for Floor and Walls.

All work shown on drawings are part of this project, including pre-fabricated shower receptor base as shown on Detail A4/A-540. Entire installation must be coordinated by General Contractor.

Sign types SS1, SS2 and SS3 are listed in the sign schedule but there were no drawings provided, please provide drawings depicting these. Details of sign types SS1, SS2 and SS3 are included on Sheet AG501.

Sign type BD is not available 2' x 3'-6”, is it acceptable to use a 2' x 3' directory instead? No, bid as indicated on drawings, detail A4/AG501.

Sheet C-502, General Sign Notes 2. Please clarify minimum aluminum sheet thickness. Specifications call for .125 inch thick panels.

Aluminum sign shall be .125 as specified in Section 10 14 00.10 Exterior Signage, Para 2.1.1.3.

Sheets A-101, 102, 103, 105. Rooms 134, 169, 235, 335 call for two markerboards and one tackboard at a total length of 16 feet. Wall length cannot accommodate this configuration. Should notation be one markerboard and two tackboards?

Bid as indicated on drawings. Length of wall is sufficient for two markerboards and one tackboard.

44 Sheet A-107 to A-112. Provide size of projection screens.

See Am-0003, Section 10 11 00 Page 4 amended to include: "The size shall be 60" high by 80" wide, typical."

45 Provide specs for Section 01 32 00 Project Schedule. Section 01 32 00 is included in Specifications.

Section 10 10 00 Visual Communication Specialties and Section 10 11 00 Visual Display Units. Both sections refer to marker boards, tackboards and projection screens. Please clarify.

Specifications only include Section 10 11 00 Visual Display Units. Section 10 10 00 Visual Communication Specialties does not exist.

Section 10 14 00.20 Interior Signage and Section 10 14 02 Plaque Signage and Directory. Both sections refer to the interior signage. Please clarify.

Specifications only include Section 10 14 00.20 Interior Signage. Section 10 14 02 Plaque Signage does not exist.

Who has the existing DDC controls for the existing facilities?

The existing DDC controls for Building 452 existing equipment is stand alone and only controls the HVAC equipment currently serving B452.

Indicate location for Government office.

Per Section 01 90 00 Miscellaneous Provisions, Para. 1.13, exact location to be determined by the government.

W9128A-17-B-0002

Amend 0003

General Decision Number: HI170001 08/25/2017 HI1

Superseded General Decision Number: HI20160001

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

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.20 for calendar year 2017 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any 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 $10.20 (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 2017.

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 01/06/2017 1 01/20/2017 2 02/24/2017 3 03/03/2017 4 03/10/2017 5 03/17/2017 6 06/30/2017 7 08/11/2017 8 08/25/2017

ASBE0132-001 08/31/2015

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...............$ 39.65 23.50

W9128A-17-B-0002

Section 00 72 00

BOIL0627-005 01/01/2013

Rates Fringes

BOILERMAKER......................$ 35.20 27.35

BRHI0001-001 08/29/2016

Rates Fringes

BRICKLAYER

Bricklayers and Stonemasons.$ 44.26 21.92 Pointers, Caulkers and Weatherproofers.............$ 44.51 21.92

BRHI0001-002 08/29/2016

Rates Fringes

Tile, Marble & Terrazzo Worker Terrazzo Base Grinders......$ 43.54 21.92 Terrazzo Floor Grinders and Tenders.................$ 41.99 21.92 Tile, Marble and Terrazzo Workers.....................$ 45.35 21.92

CARP0745-001 08/29/2016

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...........$ 45.65 21.21 Millwrights and Machine Erectors....................$ 45.90 21.21 Power Saw Operators (2 h.p. and over)..............$ 45.80 21.21

CARP0745-002 08/29/2016

Rates Fringes

Drywall and Acoustical Workers and Lathers..............$ 45.90 21.21

* ELEC1186-001 08/20/2017

Rates Fringes

Electricians:

Cable Splicers..............$ 52.58 28.45 Electricians................$ 47.80 27.16 Telecommunication worker....$ 26.30 11.58

* ELEC1186-002 08/20/2017

Rates Fringes

Line Construction:

Cable Splicers..............$ 52.58 28.45 Groundmen/Truck Drivers.....$ 35.85 23.92 Heavy Equipment Operators...$ 43.02 25.86 Linemen.....................$ 47.80 27.16 Telecommunication worker....$ 26.30 11.58

ELEV0126-001 01/01/2017

Rates Fringes

ELEVATOR MECHANIC................$ 55.61 31.59

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 08/29/2016

Rates Fringes

Diver (Aqua Lung) (Scuba)) Diver (Aqua Lung) (Scuba) (over a depth of 30 feet)...$ 63.75 28.56 Diver (Aqua Lung) (Scuba) (up to a depth of 30 feet)..$ 54.38 28.56 Stand-by Diver (Aqua Lung)

(Scuba)....................$ 45.00 28.56 Diver (Other than Aqua Lung) Diver (Other than Aqua Lung).......................$ 63.75 28.56 Diver Tender (Other than Aqua Lung)..................$ 41.97 28.56 Stand-by Diver (Other than Aqua Lung)..................$ 45.00 28.56 Helicopter Work Airborne Hoist Operator for Helicopter..............$ 43.55 28.56 Co-Pilot of Helicopter......$ 43.69 28.56 Pilot of Helicopter.........$ 43.86 28.56 Power equipment operator -tunnel work

GROUP 1....................$ 39.99 28.56

GROUP 2....................$ 40.10 28.56

GROUP 3....................$ 40.27 28.56

GROUP 4....................$ 40.54 28.56

GROUP 5....................$ 40.85 28.56

GROUP 6....................$ 41.50 28.56

GROUP 7....................$ 41.82 28.56

GROUP 8....................$ 41.93 28.56

GROUP 9....................$ 42.04 28.56

GROUP 9A...................$ 42.27 28.56

GROUP 10....................$ 42.33 28.56

GROUP 10A...................$ 42.48 28.56

GROUP 11....................$ 42.63 28.56

GROUP 12....................$ 42.99 28.56

GROUP 12A...................$ 43.35 28.56

Power equipment operators:

GROUP 1....................$ 39.69 28.56

GROUP 2....................$ 39.80 28.56

GROUP 3....................$ 39.97 28.56

GROUP 4....................$ 40.24 28.56

GROUP 5....................$ 40.55 28.56

GROUP 6....................$ 41.20 28.56

GROUP 7....................$ 41.52 28.56

GROUP 8....................$ 41.63 28.56

GROUP 9....................$ 41.74 28.56

GROUP 9A...................$ 41.97 28.56

GROUP 10....................$ 42.03 28.56

GROUP 10A...................$ 42.18 28.56

GROUP 11....................$ 42.33 28.56

GROUP 12....................$ 42.69 28.56

GROUP 12A...................$ 43.05 28.56

GROUP 13....................$ 39.97 28.56

GROUP 13A...................$ 40.24 28.56

GROUP 13B...................$ 40.55 28.56

GROUP 13C...................$ 41.20 28.56

GROUP 13D...................$ 41.52 28.56

GROUP 13E...................$ 41.63 28.56

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 08/29/2016

Dredging: (Boat Operators) Boat Deckhand...............$ 39.97 28.56 Boat Operator...............$ 42.18 28.56 Master Boat Operator........$ 42.33 28.56 Dredging: (Clamshell or Dipper Dredging)

GROUP 1.....................$ 42.69 28.56

GROUP 2.....................$ 42.03 28.56

GROUP 3.....................$ 41.63 28.56

GROUP 4.....................$ 39.97 28.56

Dredging: (Derricks)

GROUP 1.....................$ 42.69 28.56

GROUP 2.....................$ 42.03 28.56

GROUP 3.....................$ 41.63 28.56

GROUP 4.....................$ 39.97 28.56

Dredging: (Hydraulic Suction Dredges)

GROUP 1.....................$ 42.33 28.56

GROUP 2.....................$ 42.18 28.56

GROUP 3.....................$ 42.03 28.56

GROUP 4.....................$ 41.97 28.56

GROUP 5.....................$ 37.88 26.76

Group 5.....................$ 41.63 28.56

GROUP 6.....................$ 37.77 26.76

Group 6.....................$ 41.52 28.56

GROUP 7.....................$ 36.22 26.76

Group 7.....................$ 39.97 28.56

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 08/29/2016

Power Equipment Operators

(PAVING)

Asphalt Concrete Material Transfer....................$ 39.97 28.56 Asphalt Plant Operator......$ 41.63 28.56 Asphalt Raker...............$ 39.69 28.56 Asphalt Spreader Operator...$ 40.24 28.56 Cold Planer.................$ 42.03 28.56 Combination Loader/Backhoe (over 3/4 cu.yd.)...........$ 41.52 28.56 Combination Loader/Backhoe (up to 3/4 cu.yd.)..........$ 41.20 28.56 Concrete Saws and/or Grinder (self-propelled unit on streets, highways, airports and canals)........$ 41.20 28.56 Grader......................$ 40.55 28.56 Laborer, Hand Roller........$ 39.69 28.56 Loader (2 1/2 cu. yds. and under)......................$ 42.03 28.56 Loader (over 2 1/2 cu.

yds. to and including 5

cu. yds.)...................$ 42.33 28.56 Roller Operator (five tons and under)..................$ 39.97 28.56 Roller Operator (over five tons).......................$ 41.20 28.56 Screed Person...............$ 40.55 28.56 Soil Stabilizer.............$ 42.03 28.56

IRON0625-001 09/01/2014

Rates Fringes

Ironworkers:.....................$ 35.75 29.01

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 08/29/2016

Rates Fringes

Laborers:

Driller.....................$ 36.35 18.41 Final Clean Up..............$ 26.75 14.29 Gunite/Shotcrete Operator and High Scaler.............$ 35.85 18.41 Laborer I...................$ 35.35 18.41 Laborer II..................$ 32.75 18.41 Mason Tender/Hod Carrier....$ 35.85 18.41 Powderman...................$ 36.35 18.41 Window Washer (bosun chair).$ 34.85 18.41

LABORERS CLASSIFICATIONS

Laborer I: Air Blasting run by electric or pneumatic compressor; 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 and Welding; 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; Cribbers, Shorer, Lagging, Sheeting, and Trench Jacking and Bracing, Hand-Guided Lagging Hammer Whaling Bracing; 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; Environmental Abatement:

removal of asbestos, lead, and bio hazardous materials (EPA and/or OSHA certified); Falling, bucking, yarding, loading or burning of all trees or timber on construction site;

Forklift (9 ft. and under); Gas, Pneumatic, and Electric tools; 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) heat welding for sewer pipes and fusion of HDPE 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); Jackhammer Operator; Jacking of slip forms: All semi and unskilled work connected therewithin;

Laying of all multi-cell conduit or multi-purpose pipe;

Magnesite and Mastic Workers (Wet or Dry)(including mixer operator);Mortar Man; Mortar Mixer (Block, Brick, Masonry, and Plastering); Nozzleman (Sandblasting and/or Water Blasting): handling, placing and operation 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, HDPE, 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, HDPE 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); Powderman's Tender; 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; Rigging in connection with Laborers' work (except demolition), Signaling (including the use of walkie talkie) Choke Setting, tag line usage; Tagging and Signaling of building materials into high rise units; 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: Asphalt Plant Laborer; Boring Machine Tender;

Bridge Laborer; Burning of all debris (crates, boxes, packaging waste materials); Chainman, Rodmen, and Grade Markers; 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; 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); 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, breaking away, cleaning and removal of all fixtures, All hooking, unhooking, signaling of materials for salvage or scrap removed by crane or derrick; Digging under streets, roadways, aprons or other paved surfaces; Driller's Tender;

Chuck Tender, Outside Nipper; Dry-packing of concrete (plugging and filling of she-bolt holes); 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; General Excavation; Backfilling, Grading and all other 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.

Preparation of street ways and bridges; General Laborer:

Cleaning and Clearing of all debris and surplus material.

Clean-up of right-of-way. Clearing and slashing of brush or trees by hand or mechanical cutting. General Clean up:

sweeping, cleaning, wash-down, wiping of construction facility and equipment (other than "Light Clean up (Janitorial) Laborer. Garbage and Debris Handlers and Cleaners. Appliance Handling (job site) (after delivery unlading in storage area); Ground and Soil Treatment Work (Pest Control); Gunite/Shotcrete Operator Tender; Junk Yard Laborers (same as Salvage Yard); 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 stockpile to point of installation; hooking and signaling 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; Preparation, construction and maintenance of roadbeds and sub-grade for all paving, including excavation, dumping, and spreading of sub-grade material; Prestressed or precast concrete slabs, walls, or sections: all loading, unloading, stockpiling, hooking on of such slabs, walls or sections; Quarry Laborers; Railroad, Streetcar, and Rail Transit Maintenance and Repair; Roustabout; Rubbish Trucks in connection with Building Construction Projects (excluding clearing, grubbing, and excavating); Salvage Yard: All work connected with cutting, cleaning, storing, stockpiling or handling of materials, all cleanup, removal of debris, burning, back-filling and landscaping of the site; Sandblasting Tender (Pot Tender): Hoses and pots or markers; Scaffolds:

Erection, planking and removal of all scaffolds used for support for lathers, plasters, brick layers, masons, and other construction trades crafts; Scaffolds: (Specially designed by carpenters) laborers shall tend said carpenter on erection and dismantling thereof, preparation for foundation or mudsills, maintenance; Scraping of floors;

Screeds: Handling of all screeds to be reused; handling, dismantling and conveyance of screeds; Setting, leveling and securing or bracing of metal or other road forms and expansion joints; Sheeting Piling/trench shoring…