16-B-0004_AM-0003.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)

30-105-04 EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

FY16 JOTC Building Replacement, East Range, Schofield Barracks, Oahu, Hawaii

See page 2

1. CONTRACT ID CODE PAGE OF PAGES

J 1 4

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

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA 15C. DATE SIGNED 15B. 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 W9128A-16-B-0004

X 9B. DATED (SEE ITEM 11)

05-Aug-2016

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 X 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.

Am-0003

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

6. ISSUED BY

3. EFFECTIVE DATE

02-Sep-2016

CODE

CECT - CONTRACTING DIVISION

USACE, HONOLULU DISTRICT

BLDG 252 (CECT-POH)

FT. SHAFTER HI 96858-5440

W9128A 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODE CODE

EMAIL: TEL:

W9128A-16-B-0004

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The following have been added by full text:

AM-0003

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

A. New Sections: The following sections have been added to the solicitation:

Section 00 60 00, Appendix A – Request for Information Section 00 60 00, Appendix B – Site visit sign in sheet Section 00 73 00, Appendix C - Updated Bond Forms, pages 1 through 6 Section 02 09 20 Exposure Assessment For Workers Exposed to Lead-Containing Paint, pages 1 through 10 Section 02 09 20 Asbestos and Lead-Based Paint Survey Report, pages 1 through 21 Section 13 48 00 Seismic Protection For Miscellaneous Equipment, pages 1 through 4

B. Replaced Section:

Section 00 10 00, SF1442 Section 01 00 00, Submittal Register pages 1through 17 Section 00 72 00, Appendix A – Davis Bacon Wage Determination Dated 07/29/2016 is replaced by Section 00 72 00, Appendix A - Davis Bacon Wage Determination Dated 08/19/2016

C. Revised Section: The following sections are revised paragraphs to the specifications and indicated in bold:

Project Table of Contents pg. 1 -2 Section 00 10 00, Bid Schedule Section 01 32 00 – paragraph 3.3.2.3 Section 03 30 00 – paragraphs 2.3.1.1a, 2.3.1.1d, 2.3.1.2a, 2.3.1.2d, 2.3.1.2e, 2.3.1.3a, 2.3.1.3d, 2.3.1.3e, 2.3.1.4a, 2.3.1.4d and 2.3.1.5 Section 03 35 43.00 10 – paragraphs 1.2 and 1.3.5 Section 09 29 00 – paragraph 3.3

D. Deleted Section: The following section has been deleted in its entirety:

Section 01 90 00 – paragraph 1.11 Section 02 83 13.00 20, pages 1 through 15

2. CHANGES TO DRAWINGS.

A. Revised Drawings: The following revised drawings replace like-numbered drawings and are issued herewith:

Sheet ID Sheet Number: Mark: Revision Date:

G-002

G-003*

8/18/16 8/18/16

SB102

SB103

SB104

SB105

SF101

SB301

A-001

AD101

AD201

AD202

A-101 A-102 A-110 A-301 A-302 A-401 A-402 A-601 A-603 M-101

ED101

ED102

ED104

ES101

ES102

EL102

EL103

EP102

EP601

ET102

8/18/16

8/18/16 8/18/16 8/18/16 8/18/16 8/18/16 8/18/16 8/18/16 8/18/16 8/18/16 8/18/16 8/18/16 8/18/16 8/18/16 8/18/16 8/18/16 8/18/16 8/18/16 8/18/16 8/18/16 8/18/16 8/18/16 8/18/16 8/18/16 8/18/16 8/18/16 8/18/16

*Offerors shall note the phasing requirements on drawing G-003.

3. The Invitation for Bid date has been changed to 09 September 2016, 1400 hours Hawaii Standard Time.

(End of Summary of Changes)

FY16 JOTC BUILDING REPLACEMENT, EAST RANGE, SCHOFIELD BARRACKS, OAHU, HAWAII

SUBJECT TO AVAILABILITY OF FUNDS. Funds are not presently available for this acquisition. No contract award will be made until appropriated funds are made available to the Contracting Officer.

X

GRAEME L SILVA 808-835-4380

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

05-Aug-2016

(RFP)

(IFB)

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance within _______ 7 calendar days and complete it within ________ 458 calendar days after receiving award, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________ 52.211-10

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________ 1 copies to perform the work required are due at the place specified in Item 8 by ___________ local time 09 Sep 2016 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______ 120 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

CECT - CONTRACTING DIVISION

USACE, HONOLULU DISTRICT

BLDG 252 (CECT-POH)

FT. SHAFTER HI 96858-5440

W9128A

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour) Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX: TEL: TEL: FAX:

W9128A-16-B-0004 2

(Am-0003)

00010-1

Request for Proposal No. W9128A-16-B-0004

SECTION 00010

BID SCHEDULE

FY16 JOTC BUILDING REPLACEMENT, EAST RANGE

SCHOFIELD BARRACKS, OAHU, HAWAII

CLIN DESCRIPTION QUANTITY UNIT AMOUNT

BASE SCHEDULE

0001 Replace Buildings 8015 and 1 Job $___________ Construct Handstand #1

0002 Replace Building 8016 1 Job $___________

0003 Replace Building 8017 and 1 Job $___________ Construct Handstand #3

0004 Replace Building 8018 1 Job $___________

0005 Replace Building 8020 and 1 Job $___________ Construct Handstand #2

0006 Replace Building 8021 1 Job $___________

0007 Replace Building 8026 1 Job $___________

0008 Contractor Manpower Reporting 1 Job $___________ Requirement stated at “Payment” paragraph b

OPTION

0009 Replace Building 8001 1 Job $___________

0010 Replace Building 8003 1 Job $___________

0011 Replace Building 8004 1 Job $___________

ONE OF THE FOLLOWING WILL BE COMPLETED BY THE CONTRACTING OFFICER UPON

AWARD:

TOTAL AWARD AMOUNT (BASE SCHEDULE) $___________

00010-2

TOTAL AWARD AMOUNT (BASE SCHEDULE AND CLIN 0009, 0010, 0011 OPTION)

Notes to Bid Schedule

1. Failure to provide an offer on each of the items in the Proposal Schedule may cause the offer to be considered non-responsive.

2. Evaluation of bids for award will be based on the TOTAL BASE BID PLUS CLIN 0009, 0010, and 0011 (OPTION), following FAR 52.217-5 “Evaluation of Options.”

3. For CLIN’s 0009, 0010, and 0011, see clause S-17.1 “Option for Increased Scope- Separately Priced Line Item”.

4. CLIN’s 0001, 0002, 0003, 0004, 0005, 0006, 0007, 0009, 0010, and 0011 of this solicitation are each subject to a statutory cost limitation of $845,000.00. See DFARS Clause 252.236-7006, “Cost Limitation”, which requires the limitation be stated in the schedule. This statutory limit should not be confused with the budget for this project. See clause S-36.2 for the magnitude of the proposed project.

PAYMENT(S)

Compensation for all work to be performed under this contract will be made under the payment items(s) listed herein. The principal features of the work to be included under the payment item(s) are noted.

Work required by the drawings and specifications and not particularly mentioned shall be included in and be paid for under the contract price for the item to which the work pertains. Price(s) and payment(s) for the item(s) shall cover all work, complete and finished in accordance with the specifications, schedules, and drawings, and shall be full compensation for all work in connection therewith, including quality control and cost of performance-and payment-bond premiums as specified in the CONTRACT CLAUSES. Price(s) and payment(s) shall constitute full and final compensation for furnishing all materials, equipment, management, supervision, labor, transportation, fuel, power, water, and all incidental items necessary to complete the work, except as otherwise specified to be furnished by the Government. For the purpose of CONTRACT CLAUSE entitled “PROMPT PAYMENT FOR CONSTRUCTION CONTRACTS”, the term “designated billing office” and “designated payment office” are as follows:

a. Billing Office U.S. Army Engineer Division, Honolulu District Schofield Barracks Area Office, Bldg 230 Fort Shafter, HI 96858-5440

b. Payment Office USACE Finance Center Attn: CEFC-FP 5722 Integrity Drive Millington, TN 38054-5005

00010-3

Contract line item numbers (CLIN) mentioned herein after correspond to the item numbers in the

PROPOSAL SCHEDULE.

a. CLIN’s 0001, 0002, 0003, 0004, 0005, 0006, and 0007, Replace Buildings 8015, 8016, 8017, 8018, 8020, 8021 an 8026, will be paid for at the contract price, complete in place and ready for use, including demolition and removal of existing buildings, construction of new buildings, providing electrical power & lighting to the hardstands, and all incidental items necessary to complete the work.

b. CLIN 0008, Contractor Manpower Reporting (CMR) will be paid for at the contract price, when reporting is complete.

Background:

Section 2330a of title 10, United States Code (10 USC 2330a), requires the Secretary of Defense to submit to Congress an annual inventory of contracts for services performed during the prior fiscal year for or on behalf of the Department of Defense (DoD). The inventory must include the number of contractor employees using direct labor hours and associated cost data collected from contractors. This is the basis for the inclusion of the CMR requirement in this contract.

Requirement:

The contractor shall report ALL contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract via a secure data collection site.

The contractor is required to completely fill in all required data fields using the following web address: https://cmra.army.mil/default.aspx?ReturnUrl=%2f Reporting inputs will be for the labor executed during the period of performance during each Government fiscal year (FY), which runs October 1 through September 30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year of contract/task order performance. Contractors may direct questions to the help desk at help desk at: http://www.ecmra.mil to review user manuals and gain an understanding about the data fields that will be included in the reporting structure that is hosted at http://www.ecmra.mil/.

Summary of Data to be supplied by the contractor:

See Section 00 73 00 Appendix C

c. CLIN’s 0009, 0010, and 0011, Replace Buildings 8001, 8003 and 8004 (OPTION), if exercised, will be paid for at the contract price, complete in place and ready for use, including demolition and removal of existing building, construction of new building and all incidental items necessary to complete the work.

--End of Section--

RFI W9128A-16-B-0004 Repair Bldg JOTC

FY16

RFI # Question Answer

1 Is it the intent of the contract to have three separate individuals representing the CQC, SSHO and Superintendent? Yes.

2 Windows are referenced as 3‐Tier Vinyl Awning Windows on sheet A‐201, however the window schedule lists material as “AL” aluminum. Please clarify.

Window schedule on Sheet A‐601 revised to list material as "VINYL". See amendment 0003.

3 We are having difficulty locating an installer of the Gamcolor 1510 UV filter film required by the window schedule remarks. It seems to be utilized mainly in the stage lighting industry. The three local companies provided by ROSCO, the new owners of Gamcolor, were stage lighting companies that did not install or distribute the UV film. Could we get a reference to a local distributor/installer?

Gamcolor reference is provided for color and degree of transparency only.

Glass tint shall be integral with the glazing, and not a UV film.

4 Sheet A‐601 Interior Color Schedule, I1, calls for a Polished Stained finish at Concrete & Concrete base. From what I understand of polished concrete, it is smooth, shiny and slippery when wet. East Range can be a wet area and polished concrete floors could pose a slipping/tripping hazard. Please confirm polished concrete as the desired floor and base finish.

Polished stained concrete is the required floor and base finish as specified.

5 Specification section 03 35 43.00 10 Polished Concrete Finishing, Mock up sample. Section 1.2 calls for a 10 SQ Meter polished concrete floor mock up sample at location as directed under conditions similar to those which will exist during actual placement. However, section 1.3.5 calls for a 100 SQ Meter sample. Please clarify the size of the mock up sample required.

Specs section 03 35 43.00 10, Paragraphs 1.2 and 1.3.5 revised to show the correct sample size. See amendment 0003.

6 Div 03 Concrete section 2.3 Concrete Mix Design, PSI. 2.3.1.1 footings, 2.3.1.2 slab on grade and 2.3.1.3 Concrete toppings list a minimum compressive strength of 4000 psi at 28 days. However, sheet S‐001 general Construction Notes, Concrete, 7 A, B & C lists minimum compressive strength of 3000 psi at 28 days. Please confirm that specifications override drawings and a minimum compressive strength of 4000 psi at 28 days is the correct minimum psi.

Specs 03 30 00, Section 2.3 revised to show minimum compressive strength of 3000 psi. See amendment 0003.

7 Div 03 Concrete section 2.3 Concrete Mix Design, Aggregate size 2.3.1.1 footings, 2.3.1.2 slab on grade and 2.3.1.3 Concrete toppings list a ¾ inch nominal maximum aggregate size. However sheet S‐001 general Construction Notes, Concrete, 14 says maximum size as 3/8” for toppings and ramps.

The 3” and 6” slabs over existing slabs are called ‘toppings’ and are poured monolithically with footings and SOG.

Please confirm aggregate size for monolithic cast in place concrete.

When pouring the footing and slab topping monolithically, the maximum aggregate size can be 3/8". For clarification, the perimeter slab is not to be poured monolithically with the foundation and slab topping.

8 The bid schedule is itemized into buildings. Work is shown on three hardstands. Where should the proposed cost be distributed on the itemized bid form?

Drawing Sheet G‐003 have been revised to provide numbers to each Hardstand (HS#1, HS#2, HS#3). The proposed costs for work at the three hardstands will be distributed on the itemized bid form as follows: CLIN 0001 Replace Building 8015 shall include costs for HS#1; CLIN 0003 Replace Building 8017 shall include costs for HS#3; CLIN 0005 Replace Building 8020 shall include costs for HS#2.

9 What utilities are available to use for contractor on site? Water, electric, sewer? If available what will be charges for using govt utilities. What about restroom facilities?

Utilities and restroom facilities will NOT be available for use by Contractor on site.

10 Spec section 01 90 00 para 1.11 states “Contractor shall salvage or recycle waste to the maximum extent practical as it relates to the capabilities of local industries.” Is there a minimum amount to salvage or recycle? Is there a penalty for not salvaging or recycling the minimum amount? How will this be enforced?

Spec section 01 90 00, paragraph 1.11 deleted. See amendment 0003.

11 Per spec section 01 45 04 para 3.4.2, the CQC System Manager needs to be a graduate engineer, graduate architect or a graduate of construction management. If personnel has been CQC System Manager previously on other USACE projects, can they be approved without a graduate degree?

No, CQC System Manager shall meet all of the requirements identified in Spec Section 01 45 04 paragraph 3.4.2. A personnel without a graduate degree previously serving as a CQC Manager does NOT meet this requirement.

Section 00 60 00, Appendix A Am‐0003

12 After inspection of the service drops at the facilities it was noted that the feeder cable and service drops are deteriorating. Will it be required to replace both the feeder cable and service drops?

Contractor shall replace overhead secondary service drops from building panel back to splice at pole. Replacement of overhead secondary distribution conductors between poles and back to service transformer are not in scope.

See Am‐0003, sheets ED101 and ES101.

13 Will it be acceptable to provide conduit risers and pull boxes at ground level in lieu of weather heads to avoid penetrations through roofs?

No, drawings and specifications shall be bid as designed.

14 Buildings require new 4’ concrete walkway around the entire perimeter of each building. For at least 2 buildings, 8001 and 8004, there are trees or tree roots within 4’ from the building. Please see attached pictures. Please provide direction for what to do with trees and whose responsibility it will be.

Tree roots shall be removed by the Contractor to accommodate construction of the perimeter concrete slab. See construction note 2, Sheet G‐003 for removal note and coordination required with DPW, Patrick Ching, Arborist.

15 Ref: 03 30 00, Subsection 2.3.1.1 – 2.3.1.4 (6.0+/‐1.5% air content) ‐ Hawaiian Cement successfully had air entrainment removed from numerous projects (ranging from private to federal). We would like to request that the air entrainment be waived for this project as well. Although many projects have been completed using air entrained concrete, slump loss due to pump placement has made finishing difficult. The onsite addition of HRWR would facilitate placing and finishing, but the onsite addition of HRWR would increase the air entrainment and push it outside of the accepted range. Air entrainment affects slump and slump affects air entrainment, so making these changes onsite after the travel time would be very difficult.

Air entrainment is primarily used for freeze‐thaw protection (ACI 302.1R‐96 “Guide for Concrete Floor and Slab Construction”, Section 5.6.1 Air‐entraining admixtures), which is not an issue in Hawaii. The other positive side‐effects of AE, water reduction and workability, are already achieved with less volatile methods including use of water reducer and optimized combined aggregate gradation.

Air entrainment requirements may be waived. Water may be added on‐site provided it does not exceed the specified w/c ratio. Revised Specifications, see amendment 0003.

15 Cont. The down side of air entrainment is:

•�One more property to control. •�Controlling air entrainment in mixes containing fly ash is especially difficult due the traces of activated carbon in the fly ash absorbing the AE admixture. • �Potential loss of air ent rainment and associated concrete workability from pumping, placing, vibrating and finishing concrete (PCA “Design and Control of Concrete Mixtures” Table 8.5). •�Air entrained concrete is more sticky and difficult to finish. •�Air Entrained concrete has a greater risk of surface defects including blisters and delamination. For these reason, air entrained concrete is not recommend by ACI for trowel finished floors (ACI 302.1R‐96 section 5.6.1 and 11.7).

We recommend as an alternate to use non‐air entrained concrete for this project. This concrete has the same specified W/C ratio for durability as the specified air entrained mix. The advantage will be a more simple mix without the requirement to control air entrainment. Workability and slump control will simply be a function of the water reducer currently used in the mix to produce an easy to pump, place and finish mix. Without the air entrainment admixture, the onsite addition of HRWR will have little or no effect on the typical entrapped air content of the mix.

Here are the suggested procedures for jobsite addition of HRWR:

•�Verify initial slump when ready mix truck arrives at jobsite. •�Adjust slump with a maximum 2 gallons of water per cubic yard (within specified W/C ratio per ASTM C94). •�Add HRWR to increase slump as needed

15 Cont. ( 0 – 14 oz/cwt). •�Rev truck drum at mixing speed for a minimum of 5 minutes (70 revolutions). •�Proceed to pour area and place concrete.

16 Plans show windows as being aluminum but spec section 08 53 00 is for plastic windows. Please clarify what type of windows are required for this project.

See response to RFI#2 above

17 Interior coating sheen is not listed in the Room Finish Schedule, nor is it specified in Div 09, 09 90 00 Paints and coatings. The interior gypsum board wall level is determined by the sheen or wall texturing.

“3.3 Finish walls and ceilings without critical lighting to receive flat paints, light textures, or wall coverings to Level 4 in accordance with GA 214.” Or “Unless otherwise specified, finish all gypsum board walls, partitions and ceilings to Level 5 in accordance with GA 214.”

Because the texture or sheen is not indicated, Will a level 5 wall finish be required on interior gypsum walls?

Revised drawing sheet A‐601 to indicate coating finish. Revised Specification Section 09 29 00, paragraph 3.3 to clarify level of finish for ceilings and walls.

See amendment 0003.

18 Do we deliver both proposal to Building 252 Contracting Office at Fort Shafter? Bids for W9128A‐16‐B‐0004 should be submitted on 9 September 2016 no later than 0200 hours Hawaii Standard Time. The sealed bid location is:

Building 230 Otake Street, Fort Shafter, Hawaii, 96858‐5440

19 We need to submit a hard copy of our cost proposal & also a PDF on a CD. Is there any further requirements? For IFB W9128A‐16‐B‐0004 see Instructions to bidder "The Bidder is REQUIRED to COMPLETE AND RETURN one (1) hard copy and (1) CD with pdf versions for the following sections of this solicitation: SECTION 00 10 00 (ALL), SECTION 00 45 00 (ALL) including all Appendices, and Bid Bond (See Section 00 72 00, Clause 52.228‐1). Please note that the representations and certifications must also be completed electronically via the Online Representations and Certifications Application (ORCA) website at https://www.sam.gov."

Section 00 60 00, Appendix B Am-0003

Section 00 60 00 , Appendix B Am-0003

General Decision Number: HI160001 08/19/2016 HI1

Superseded General Decision Number: HI20150001

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

Modification Number Publication Date 0 01/08/2016 1 01/15/2016 2 01/22/2016 3 02/05/2016 4 02/26/2016 5 03/18/2016 6 07/29/2016 7 08/19/2016

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

8/30/2016http://www.wdol.gov/wdol/scafiles/davisbacon/HI1.dvb?v=7

Section 00 72 00

BOIL0627-005 01/01/2013

Rates Fringes

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

BRHI0001-001 09/03/2012

Rates Fringes

BRICKLAYER

Bricklayers and Stonemasons.$ 35.35 22.92 Pointers, Caulkers and Weatherproofers.............$ 35.60 22.92

BRHI0001-002 09/02/2013

Rates Fringes

Tile, Marble & Terrazzo Worker Terrazzo Base Grinders......$ 35.29 23.22 Terrazzo Floor Grinders and Tenders.................$ 32.24 23.22 Tile, Marble and Terrazzo Workers.....................$ 37.10 23.22

CARP0745-001 08/31/2015

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...........$ 43.90 20.92 Millwrights and Machine Erectors....................$ 44.15 20.92 Power Saw Operators (2 h.p. and over)..............$ 44.05 20.92

CARP0745-002 08/31/2015

Rates Fringes

Drywall and Acoustical Workers and Lathers..............$ 44.15 20.92

ELEC1186-001 02/21/2016

Rates Fringes

Electricians:

Cable Splicers..............$ 48.02 28.74 Electricians................$ 43.65 27.41 Telecommunication worker....$ 26.30 11.58

ELEC1186-002 02/21/2016

Line Construction:

Cable Splicers..............$ 48.02 28.74 Groundmen/Truck Drivers.....$ 32.74 24.07 Heavy Equipment Operators...$ 39.29 26.07 Linemen.....................$ 43.65 27.41 Telecommunication worker....$ 26.30 11.58

ELEV0126-001 01/01/2015

Rates Fringes

ELEVATOR MECHANIC................$ 53.07 28.38

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 08/31/2015

Rates Fringes

Diver (Aqua Lung) (Scuba)) Diver (Aqua Lung) (Scuba) (over a depth of 30 feet)...$ 62.50 27.98 Diver (Aqua Lung) (Scuba) (up to a depth of 30 feet)..$ 53.13 27.98 Stand-by Diver (Aqua Lung) (Scuba)....................$ 43.75 27.98 Diver (Other than Aqua Lung) Diver (Other than Aqua Lung).......................$ 62.50 27.98 Diver Tender (Other than Aqua Lung)..................$ 40.72 27.98 Stand-by Diver (Other than Aqua Lung)..................$ 43.75 27.98 Helicopter Work Airborne Hoist Operator for Helicopter..............$ 42.30 27.98 Co-Pilot of Helicopter......$ 42.44 27.98 Pilot of Helicopter.........$ 42.61 27.98 Power equipment operator -tunnel work

GROUP 1....................$ 38.74 27.98

GROUP 2....................$ 38.85 27.98

GROUP 3....................$ 39.02 27.98

GROUP 4....................$ 39.29 27.98

GROUP 5....................$ 39.60 27.98

GROUP 6....................$ 40.25 27.98

GROUP 7....................$ 40.57 27.98

GROUP 8....................$ 40.68 27.98

GROUP 9....................$ 40.79 27.98

GROUP 9A...................$ 41.02 27.98

GROUP 10....................$ 41.08 27.98

GROUP 10A...................$ 41.23 27.98

GROUP 11....................$ 41.38 27.98

GROUP 12....................$ 41.74 27.98

GROUP 12A...................$ 42.10 27.98

Power equipment operators:

GROUP 1....................$ 38.44 27.98

GROUP 2....................$ 38.55 27.98

GROUP 3....................$ 38.72 27.98

GROUP 4....................$ 38.99 27.98

GROUP 5....................$ 39.30 27.98

GROUP 6....................$ 39.95 27.98

GROUP 7....................$ 40.27 27.98

GROUP 8....................$ 40.38 27.98

GROUP 9....................$ 40.49 27.98

GROUP 9A...................$ 40.72 27.98

GROUP 10....................$ 40.78 27.98

GROUP 10A...................$ 40.93 27.98

GROUP 11....................$ 41.08 27.98

GROUP 12....................$ 41.44 27.98

GROUP 12A...................$ 41.80 27.98

GROUP 13....................$ 38.72 27.98

GROUP 13A...................$ 38.99 27.98

GROUP 13B...................$ 39.30 27.98

GROUP 13C...................$ 39.95 27.98

GROUP 13D...................$ 40.27 27.98

GROUP 13E...................$ 40.38 27.98

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 09/01/2015

Dredging: (Boat Operators) Boat Deckhand...............$ 38.72 27.98 Boat Operator...............$ 40.93 27.98 Master Boat Operator........$ 41.08 27.98 Dredging: (Clamshell or Dipper Dredging)

GROUP 1.....................$ 41.44 27.98

GROUP 2.....................$ 40.78 27.98

GROUP 3.....................$ 40.38 27.98

GROUP 4.....................$ 38.72 27.98

Dredging: (Derricks)

GROUP 1.....................$ 41.44 27.98

GROUP 2.....................$ 40.78 27.98

GROUP 3.....................$ 40.38 27.98

GROUP 4.....................$ 38.72 27.98

Dredging: (Hydraulic Suction Dredges)

GROUP 1.....................$ 41.08 27.98

GROUP 2.....................$ 40.93 27.98

GROUP 3.....................$ 40.78 27.98

GROUP 4.....................$ 40.72 27.98

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

Group 5.....................$ 40.38 27.98

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

Group 6.....................$ 40.27 27.98

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

Group 7.....................$ 38.72 27.98

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 08/31/2015

Rates Fringes

Power Equipment Operators

(PAVING)

(10) Cold Planer............$ 40.25 27.87 (10)Loader (2 1/2 cu. yds.

and under)..................$ 39.42 27.87 (10)Soil Stabilizer.........$ 40.25 27.87 (11)Loader (over 2 1/2 cu.

yds. to and including 5

cu. yds.)...................$ 39.74 27.87 (3)Roller Operator (five tons and under).............$ 38.19 27.87 (5)Screed Person............$ 39.42 27.87 (6)Combination Loader/Backhoe (up to 3/4 cu.yd.).....................$ 37.48 27.87 (6)Concrete Saws and/or Grinder (self-propelled unit on streets, highways, airports and canals)........$ 39.42 27.87 (6)Roller Operator (over five tons)..................$ 39.62 27.87 (7)Combination Loader/Backhoe (over 3/4 cu.yd.).....................$ 38.46 27.87

(8) Asphalt Plant Operator..$ 39.89 27.87 Asphalt Concrete Material Transfer....................$ 39.42 27.87 Asphalt Raker...............$ 38.46 27.87 Asphalt Spreader Operator...$ 39.94 27.87 Grader......................$ 40.25 27.87 Laborer, Hand Roller........$ 37.96 27.87

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 08/31/2015

Rates Fringes

Laborers:

Driller.....................$ 35.35 17.51 Final Clean Up..............$ 25.75 13.34 Gunite/Shotcrete Operator and High Scaler.............$ 34.85 17.51 Laborer I...................$ 34.35 17.51 Laborer II..................$ 31.75 17.51 Mason Tender/Hod Carrier....$ 34.85 17.51 Powderman...................$ 35.35 17.51 Window Washer (bosun chair).$ 33.85 17.51

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…