W9128A-18-B-0002_Am-0005.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

See Continuation Page.

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 AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W9128A18B0002

X 9B. DATED (SEE ITEM 11)

01-Feb-2018

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 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

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

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

Am-0005

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

6. ISSUED BY

3. EFFECTIVE DATE

08-May-2018

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 CODECODE

EMAIL:TEL:

W9128A18B0002 Am-0005

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

1. CHANGES TO SPECIFICATIONS. Attached hereto are revised pages/paragraphs to the specifications. The revision mark “(Am-0005)” is shown on each revised page.

a. REVISED SECTIONS. The following are revised pages/paragraphs to the solicitation. Changes are marked in “*” asterisks or indicated in bold.

Standard Form 1442 – Page 1 Section 00 10 00 – Page 3 Project Table of Contents – page 4 08 34 02 – Paragraphs: 2.8, 2.8.3 08 51 13 – Paragraphs: 1.11.6, 2.3.9 08 91 00 – Paragraph: 1.2 09 69 13 – Paragraphs: 2.3.3.1, 2.3.4 23 09 23.13 20 – Paragraphs: 1.4, 2.1

b. DELETED SECTIONS. The following sections are deleted in its entirety.

Section 00 72 00, Attachment A Section 34 43 00.00 20

c. NEW SECTIONS. The following are new pages to the solicitation.

Section 00 72 00, Attachment A Section 28 08 10 Section 28 10 05 Section 34 43 00.00 20 Section 34 71 13.19 Attachments – Geotechnical Engineering Exploration

d. NEW PAGES. The following are new pages to the solicitation.

Section 00 60 00, Appendix A – Requests for Information (#33 through 76)

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-001

GI001

GI002

GI002a

4/30/18 4/30/18 4/30/18 4/30/18

CG001

CD104

CD105

CD202

CD203

CD204

CD210

C103 C109 C111a C112 C123

31a of 410 43a of 410

4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18

C165 C502 C513 C519 C521 C522 C531

70a of 410 78a of 410 86a of 410

4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18

A-122 A-142 A-600 A-604 A-607 A-801

4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18

P-150 P-151 P-901

265a of 410 265b of 410

4/30/18 4/30/18 4/30/18

ES102

ES104

ES110

ES111

ES113

ES114

ES115

ES502

ES505

ES506

ES507

ES601

EL120

EL121

EL122

EL130

EL132

EL140

EL502

EL601

EL602

EP110

EP120

EP123

EP130

EP131

EP132

EP133

EP134

EP440

EP509

EP510

EP601

EP602

EP702

EP703

T-001

TS114

TS501

4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18

T-110 T-120 T-130 T-140 T-420 T-440 T-501 T-503 T-504 T-506 T-602

402 0F 410

4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18 4/30/18

b. DELETED DRAWINGS. The following drawings previously issued are deleted in their entirety.

Sheet ID

EP504

Sheet Number

Title Hangar Floor Pit Details

c. NEW DRAWINGS. The following new drawings are issued herewith.

Sheet ID Sheet Number: Title CD104a 19a of 410 Erosion Control Details - 2 ES105 308a of 410 Demo Primary Distribution Site Plan ES116 317a of 410 Sentry Aloha Open Storage – Electrical Site Plan ES117 317b of 410 New Primary Distribution Electrical Site Plan ES118 317c of 410 Hush House - Ground System Plan ES508 324a of 410 Pad Mounted Switchgear Details ES509 324b of 410 Taxiway No Entry Sign Details ES602 325a of 410 Demo - Partial One-Line Primary Power Distribution ES603 325b of 410 New - Partial One-Line Primary Power Distribution ES604 325c of 410 One-Line Diagram - Power to Hush House TY001 408a of 410 Security General Notes, Security Abbreviations and Equipment Legend

TDY100 408b of 410 Overall Telecommunication Demolition Site Plan TDY101 408c of 410 Telecom Demo Exist Alert Fighter Site TDY102 408d of 410 Security Demolition Site Plan – BLDG 3200 TY100 480e of 410 Overall Security Site Plan TY101 408f of 410 Sentry Aloha - Security Site Plan TY102 408g of 410 Security Site Plan - Alert Facility Perimeter TY110 408h of 410 Entry Control Point - Security Plan TY120 408i of 410 Crew Quarters - Security Plan TY130 408j of 410 Aircraft Shelter - Security Plan TY140 408k of 410 Sentry Aloha - Security Plan TY420 408l of 410 Crew Quarters - Enlarged Security Plan TY440 408m of 410 Sentry Aloha - Enlarged Security Plan TY501 408n of 410 Door Access Control Rough-In TY502 408o of 410 Security Details

TY503

TY504

408p of 410 408q of 410

Security Details Security Details

TY601 408r of 410 Riser Diagram TY602 408s of 410 IDS System Single Line Diagrams TY701 408t of 410 Security Detail TY702 408u of 410 Security Detail TY801 408v of 410 Security Material List TY901 408w of 410 Feeder and Handhole Schedules

3. The bid opening date and time is EXTENDED (see SF1442, Page 1, Block 13A).

FY16 MCAF RNMD043004, F-22 Fighter Alert Facility, Joint Base Pearl Harbor-Hickam (JBPHH), Oahu, Hawaii

X

COLIN K WAKI 808-835-4393

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

01-Feb-2018

(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 ________721 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 ______________ 24 May 2018 (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 _______ 90 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:

W9128A18B0002 90

(Am-0005)

W9128A-18-B-0002

Section 00 10 00 – Page 3

e. Section 00 45 00 - Representations & Certifications, Appendix A - SF LLL, Disclosure of Lobbying Activities

9. All Bidders shall provide one (1) copy of the entire bid on a CD within seven (7) calendar days after the date of bid opening.

10. The micropile quantities and the 40 foot length are identified in Drawing S503. If the actual required quantities and lengths, as finally approved by the Contracting Officer or authorized representative, are materially different from what was identified in Drawing S503, the Government will negotiate an equitable adjustment (increase or decrease to the contract price).

Unanticipated conditions encountered during construction may necessitate quantities of work that vary from that shown on the drawings. To minimize delays associated with encountering unanticipated conditions during construction, provide a unit price for each of the following items. If unanticipated conditions are encountered during construction, promptly notify the Contracting Officer that such a condition has been encountered, describe the condition encountered, and provide a listing of which the following items may be necessary. Upon notification, the Contracting Officer will promptly investigate the matter, and if necessary, may issue a Change Order directing the Contractor to proceed with any or all of the required items. Bidders are advised the following unit prices will not be part of the contract, but are a starting point for initiating the change order process.

DESCRIPTION UNIT UNIT PRICE

1) Micropiles – Additional Length LF $___________

2) Micropiles – Omitted Length LF $___________

11. The magnitude of the construction project is between $25,000,000 and $50,000,000.

12. Request for Information (RFIs) must be submitted no later than May 15, 2018, 2:00 PM Hawaii Standard Time. The Government Points of Contact for RFIs are as follows:

Mr. Colin Waki Telephone Number: (808) 835-4393 E-mail Address: colin.k.waki@usace.army.mil

Mr. Kent A. Tamai Telephone Number: (808) 835-4377 E-mail Address: kent.a.tamai@usace.army.mil

13. SITE VISIT INFORMATION: Cameras, including cell phones, will not be allowed during the site visit.

FY16 MCAF RNMD043004, F‐22 Fighter Alert Facility Joint Base Pearl Harbor Hickam (JBPHH), Oahu, Hawaii

RFI # References Question Issued Response 33 Plan Sheet A-606 Plan Sheet A-606, Sentry Aloha Signage Plan shows a sign symbol S/400E. However, this is not included in the sign schedule on Plan Sheet A-607. Please clarify.

Please see revised Drawing A607, Signage Schedule, per Am- 0005.

34 ES505 On sheet ES505 detail A1 calls for 3 or 4 anti-rotation fins Option. Please confirm if anti-rotational fins are required on the base cans.

Please see revised Drawing ES505, Detail A1, per Am-0005.

35 ES507 On sheet ES507 there is a note “Constant Current Regulator, 10KW 240V input in BLDG 3400. Provide label reading M.

Can you confirm the Regulator is existing.

Please see revised Drawing ES507, Detail A1 and C1, per Am- 0005.

36 Electrical Drawings

EP133, EP134, EP510,

and EP601

Electrical Drawings EP133, EP134, EP510, and EP601 show and referenced (4) 400 Hz 270 VDC Converters. Note 2 on Drawings EP133 and EP134 states that these converters are to meet the requirements set forth by Lockheed Martin.

It appears that there are no specifications for the referenced equipment shown in Division 26. Please verify and confirm that these specifications are missing from the contract documents.

If so, may these please be provided?

Please see revised Drawings EP133 and EP134, Note 2, per Am-0005.

37 Lighting Fixture Schedules on Drawings ES601, EL601, EL602 and specification sections 26 51 00 and 26 56 00

Lighting Fixture Schedules on Drawings ES601, EL601, EL602 and specification sections 26 51 00 and 26 56 00 do not show or reference a minimum / desired lumen output for each listed fixture type.

Please verify and confirm that this information is missing from the contract documents. If so, may the minimum or desired lumen output please provided for each fixture type.

Please see revised Drawings ES601, EL601-EL602, per Am- 0005.

38 Civil drawings Grassing locations are not clearly identified on the civil drawings.

Please clarify what areas are to receive permanent grassing for the site.

Please see revised Drawing CG001, General Note 22, per Am- 0005.

39 Section 08 34 02, 2.8 States that "When anodic coatings are specified….Items to be anodized shall receive a polished satin finish pretreatment and a clear laquer overcoat."

Please clarify what is needed. Are more specific requirements available for the pretreatment and overcoat?

Please see revised Section 08 34 02, Paragraph 2.8, and revised Drawing A-604, per Am-0005.

Section 00 60 00, Appendix A (Am‐0005)

40 Drawings EP-123, EP-

702, EP-601

Panelboard "PP" is shown in room CQ 206 on drawing EP-123 and with the panel schedule on drawing EP-702. however, it is now shown on the single line diagram, drawing EP-601.

What is the electrical source of power for Panelboard "PP" and will it be connected with Feeder ID 150/N/G from the Feeder Schedule shown on drawing EP-601? Please advise.

Please see revised Drawing EP601, per Am-0005.

41 Sheet S131 the installation of the new grade beams and the 2 electrical pits will require saw cutting and removal of quite a bit of the existing PCC Pavement. Please provide a detail for the re-installation of this concrete.

Please see Drawing S531, Detail C4, per the original solicitation.

42 Sheet C-104 Sheet C-104. Can you provide the pad thickness & reinforcing requirements for the generator pad shown to the left of the crew quarters building. Is there a curb at the perimeter?

Please see Drawing S502, Detail A1, per the original solicitation. There is no curb.

43 Drawings C-108, A- 140, and S-141

It appears there are no details for the storage yard concrete slab and the new mechanical pad. Would you please advise?

Please see Drawing S502, Detail A1, per the original solicitation.

44 Drawing ES-506, Detail A1

The light pole foundation details shows rebar size #19. Imperial bar sizes only go to #18. Would you please advise?

Please see revised Drawing ES506, Detail A1, per Am-0005.

45 A122, A521 Drawing A-122 shows a detail referring to "VTR, see B1/A- 521", however drawing A521 does not have a detail B1. Please advise.

Please see revised Drawing A-122, Detail A1 Crew Quarters - Roof Plan, per Am-0005 and Drawing A-520, Detail A1 Vent Thru Roof Flashing, per the original solicitation.

46 A142 Drawing A-142 includes a note: "Solar Panel - see MECH DRAWINGS". We are unable to find solar panels in the mechanical or electrical drawings. Please advise.

Please see revised Drawing A142, Detail A1 Sentry Aloha - Roof Plan, per Am-0005. Item has been deleted.

47 ES102 On Drawing ES102, an existing generator, electrical panels, and underground cabling are shown to be disconnected and removed. The placement and location of this existing generator is shown on this plan. The size of each the cables and panels to be demolished are not provided. Please provide the location of the existing generator, the size of all underground cables, and size of the existing electrical panels. Can as-builts be provided of what is to be removed?

Please see revised Drawing ES102, Detail C1, per Am-0005.

48 ES104 On Drawing ES104, it is shown with Sheet Note #1 it is shown that temporary taxiway is to be utilized while the existing system per plans and specifications is to be replaced in the designated areas. May an exact placement and spacing be provided for the temporary taxiway lighting system to ensure adequate coverage?

Please see revised Drawing ES104, per Am-0005.

49 EL140 On Sheet EL140 in Shower SA 409, a surface mounted light fixture type F is shown. However, when referencing fixture Type F on the fixture schedule it is shown that fixture type f is a recessed downlight. Please review and confirm what the correct fixture type should be.

Please see revised Drawing EL140, per Am-0005.

50 EL122 On Sheet EL122 in Women's restroom CQ223, a recess mounted light fixture type I is shown. However, when referencing fixture type I on the fixture schedule it is shown that fixture type I is a surface mounted strip fixture. Please review and confirm what the correct fixture type should be.

Please see revised Drawing EL122, per Am-0005.

51 T503 On Sheet T-503, General Note 1 states that the protective distribution system outside of non-secure areas shall be hardened and alarmed. A recent email from the manufacturer stated that this requirement on another project was mentioned and referenced as well, but was not utilized in the project.

Please confirm that the PDS system shall be hardened and alarmed.

Please see revised Drawing T-503, per Am-0005.

52 Drawing Sheets C513 and C514 are the details for K-12 Cantilevered Sliding Gate. Detail A3 states to “see spec” regarding height dimensions. The only information provided for a sliding gate is found in section 32 31 13.53 paragraphs

2.6 thru 2.9. This information appears to be general in nature and does not provide detail such as dimensions. Please provide additional information specific to the cantilevered fence.

Please see revised Section 34 71 13.19, per Am-0005.

53 Drawings T-420 and T-

Please confirm that the ACS and IDS cabinets shown on Sheets T-420 and T-440 are furnished and installed by the government.

Please see revised Drawings TY420, Note 3 and TY440, Note 3, per Am-0005.

54 Drawing T-504 Note 3 on Sheet T-504 says see A/T-006 for security cabling to each door. Drawing, or Table A/T-006 is not able to be located in the telecommunications drawings. Please provide this information.

Please see revised Drawing T-504, General Note 3, per Am- 0005.

55 Is there a spec section for the Structo-Crete Panels as called out for the ECP Bldg and Sentry Aloha roofs?

There is no spec section.

56 Sheet A-604 The windows called out for the crew quarters building are listed as CLIN 003-option 2. Does this mean in CLIN 0001 there are no windows for the crew quarters building?

Please see Drawing G-001 Option Descriptions, per the original solicitation.

57 Are there hangar doors on the existing Alert Facility? Is there a foam fire suppression system installed in this facility?

There are no hangar doors on the existing Alert Facility. There is no foam fire suppression system installed in the existing Alert Facility.

58 Project Table of Contents, p. 4 lists the following attachments to the specifications:

• Notice of Intent

• Stormwater Pollution Prevention Plan (SWPPP)

• Targeted Hazardous Material Survey

• Soil & Groundwater Screening Survey Report These attachments do not appear to be included in the available documents. Please advise if these documents will be made available for review prior to bid.

Please see Specifications Attachments, per the original solicitation.

59 It does not appear that a geotechnical report is included with the available bid documents. Please advise if a geotech report will be made available for review prior to bid.

Please see Specifications Attachment, Geotechnical Engineering Exploration, per Am-0005.

60 Plate 3.1/C551 identifies “APPROXIMATE BORING

LOCATION, FROM PREVIOUS GEOLABS, INC. REPORT

(W.O. 6286-00)”. Will this Geolabs, Inc. report be made available prior to bid?

Please see Specifications Attachment, Geotechnical Engineering Exploration, per Am-0005.

61 Drawing S-001 Please provide the geotech report mentioned under general notes for Foundation A.1. - Geolabs, Inc. Geotechnical Engineering Exploration Dated november 5, 2017.

Please see Specifications Attachment, Geotechnical Engineering Exploration, per Am-0005.

62 Drawing EP-601 Please confirm that feeder shown for Panel 4P connected to a 250A breaker for CLIN 2 Option 1 should be Feeder ID 250/N/G not 150/N/G.

Please see revised Drawing EP601, per Am-0005.

63 Drawing EP-601 Please confirm that the (4) frequency converters show on EP- 601 are Government Furnished and Contractor Installed.

Please see revised Drawing EP601, per Am-0005.

64 Drawing EP-133 Sheet Note 2 references that the converter has a voltage and frequency of 270VDC 400 Hz. Please confirm that this is correct. It is not possible to have a direct current voltage power connection with a 400 Hz frequency application. The F-22 aircraft power requirement, according to the referenced frequency converter manufacturer, is 270VDC only

Please see revised Drawing EP133, per Am-0005.

65 Drawings EP-133 and

EP-134

Sheet Note 5 references a 4" Conduit with 400 Hz 270 VDC cable. In speaking with the referenced frequency converter manufacturer, the F-22 aircraft requires only a direct current power connection. According to the frequency converter manufacturer, Lockheed Martin tested a maximum cable length of 83 linear feet. Please confirm the following:

1) Is the the design intent to accommodate a 400Hz power connection for aircraft other than the F-22?

2) Please specify and provide a minimum size cable for the connected aircraft electrical load for the cable referenced on Sheet Note 5. Please confirm what is the aircraft connected electrical load.

3) If the intended power connection is only for the F-22 aircraft, the conduit and cable referenced on Sheet Note 5 may present voltage drop issues where the line drop compensator of the aircraft may not accept the proposed designed power source.

Please verify this is correct. The scaled distance of this conduit route is 120 linear feet. This does not include the added cable length required for the direct electrical connection to the aircraft.

Please see revised Drawings EP133 and EP134, per Am-0005.

66 Drawings EP-133 and

EP-134

Please clarify design intent on how the power connections are made to the individual aircraft. Are these connection points the responsibility of the contractor, or the government? Drawing EP-504 shows a Class 1 Div. 1 junction box for a 270 VDC cable connection. Typically the cable connections to the aircraft are a multi-conductor cable assembly with a molded case receptacle for direct input into the aircraft.

Please see revised Drawings EP133 and EP134, per Am-0005.

Drawing EP504 has been deleted.

67 What is the size of New Water Service Connection, meter and backflow? Please advise.

Please see revised Drawing C111a, Detail C2, per Am-0005.

68 Referencing sheet S-151, please advise if the Hush House slab and foundation rest on 3’-0” Stabilization Layer.

There is no stabilization layer at the Hush House.

69 Please see revised Drawings EP133 and EP134, per Am-0005.

Drawing EP504 has been deleted.

Drawings and notes state that both maintenance pits are a Class 1 Division 1 environment. Key Note 1 on Drawings EP-133 and EP-134 state that each pit shall have a 270 VDC cable and plug, 480V 3 Pole 6 Wire Receptacle (BURTON NO. 4122) (, (1) 120V 20A duplex receptacle. Please clarify the following:

1) The specified Burton 4122 480V 300A 3 Pole 6 Wire Outlet is not rated for a Class 1 Division 1 environment. It is not possible to have a manufactured receptacle in 6 Pole configuration rated for the specified environment. Will the designer consider (2) separate receptacles ((1) 480V 4 pole and (1) 120V Duplex receptacle in lieu of what is specified?

2) Aircraft ground power receptacles are typically a molded cased configuration.

If the 270 VDC cable and receptacle are to be kept in the pit, is the design intent to have components that are rated for this environment? Could the designer please specify what components they considered for design intent with both the size of the low inductance cable referenced on drawing EP-504 and the plug configuration referenced in Key Note 1 on Drawings EP-133 and EP-134.

3) Junction Boxes are shown on the Shelter Pit Walls on Drawing EP504. Key Note on Drawing EP504 states that (2) Junction Boxes are to be used for a 480V receptacle connection. Please clarify where the transition is to occur for the 120V receptacle and 480V on-off light. Is the design intent to use EYP fittings to seal the raceways for the connections to the all items shown on Drawing EP 504?

4) Please clarify on Drawing EP504 what the items shown are mounted too in the electrical service pit. Drawing S-503 does not show any steel framing inside the electrical service pit.

5) Please provide dimensions and a detail off the what is shown on drawing on Drawing EP-504 for what the electrical receptacles and lights are mounted too.

6) Please clarify if the electrical service pit in the Alert shelter is to have a cover and frame that will enclose the service pit. If so, please provide dimensions and details. There is no frame and cover shown on Drawing S-503.

Drawings EP-130, EP-

133, EP-134, EP-504,

and S-503

70 Drawing C-111 C-111 calls for 4ea - 24" RCPs for drainage under runway at "RIP-RAP". Is there any detail showing how this is configured?

Drawing states concrete ends. How is this configured and dimensions?

Please see revised Drawing C519, Detail B5 Rip-Rap Profile and D3 Rip-Rap Section, per Am-0003.

71 Drawings EP-601 and

EP-702

The panelboard schedule P2 on EP-702 references a connection for "Panel G" on Circuits 22, 24, and 26. There is no "Panel G" shown on the single line diagram on EP601, nor on any of the panelboard schedules on Drawings EP702, and EP703. Please confirm and verify. If this is correct, please provide an updated panelboard schedule and single line diagram.

Please see revised Drawing EP702, per Am-0005.

72 Sheet C101 & C104 Sheet C101 & C104 show a concrete generator slab with no reference to structural details. Please provide a structural detail for the foundation/slab shown at the generator location.

Please see Drawing S502, Detail A1, per the original solicitation.

73 Sheet C121 Sheet C121 shows the path of the sewer force main crossing the existing bridge. Sheet C123 further illustrates the path of the SFM as it crosses the bridge and references detail B2/C532 for the connection. However, this detail shows a connection at the existing head wall and does not specifically reference a connection at the bridge deck between the head walls. Please provide a structural connection detail for the Sewer Force Main at the bridge deck between the head walls.

Please see revised Drawing C123, Detail C2, per Am-0005.

74 For the following details – C1, C4 & B3 (Sht. C501), C4 (Sht.

C515) and B1 (Sht. C517), what is the required asphalt pavement mix? The details only indicate the asphalt pavement thickness.

Please see revised Sections 32 12 16 Hot-Mix Asphalt (HMA) for Roads and 32 12 15.13 Hot-Mix Asphalt Airfield Paving, per Am-0003.

75 On Sht. C109, what detail do I refer to for the asphalt pavement driveway that is connected to the parking lot?

Please see drawing C515, Detail C4 Pavement Transition Section, per the original solicitation.

76 For the plan sheets that call out sawcut pavement for utility trench, it refers to details B1 on sheet C-522 or detail B3 on sheet C-531. The areas that need to be sawcut have concrete as the existing foundation but the details are calling ac pavement. Please clarify if ac paving is needed for the utility trench.

Please see revised Drawings C522, Detail D1 and C531, Detail D2, per Am-0005.

General Decision Number: HI180001 04/27/2018 HI1

Superseded General Decision Number: HI20170001

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 $10.35 for calendar year 2018 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 $10.35 per hour (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 2018. The EO minimum wage rate will be adjusted annually.

Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/05/2018 1 01/26/2018 2 02/23/2018 3 03/09/2018 4 04/27/2018

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

W9128A-18-B-0002

Section 00 72 00, Attachment A - Page 1 wall openings and penetrations in walls, floors, ceilings and curtain walls...............$ 39.65 23.50

BOIL0627-005 01/01/2013

Rates Fringes

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

BRHI0001-001 09/04/2017

Rates Fringes

BRICKLAYER

Bricklayers and Stonemasons.$ 44.55 23.22 Pointers, Caulkers and Weatherproofers.............$ 45.01 23.22

* BRHI0001-002 09/04/2017

Rates Fringes

Tile, Marble & Terrazzo Worker Terrazzo Base Grinders......$ 44.54 22.72 Terrazzo Floor Grinders and Tenders.................$ 42.99 22.72 Tile, Marble and Terrazzo Workers.....................$ 46.35 22.72

CARP0745-001 09/04/2017

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...........$ 47.45 21.66 Millwrights and Machine Erectors....................$ 47.70 21.66 Power Saw Operators (2 h.p. and over)..............$ 47.60 21.66

CARP0745-002 09/04/2017

Rates Fringes

Drywall and Acoustical Workers and Lathers..............$ 47.70 21.66

* ELEC1186-001 02/18/2018

W9128A-18-B-0002

Section 00 72 00, Attachment A - Page 2

Rates Fringes

Electricians:

Cable Splicers..............$ 53.68 28.79 Electricians................$ 48.80 28.64 Telecommunication worker....$ 28.44 11.94

* ELEC1186-002 02/18/2018

Rates Fringes

Line Construction:

Cable Splicers..............$ 53.68 28.79 Groundmen/Truck Drivers.....$ 36.60 28.28 Heavy Equipment Operators...$ 43.92 28.50 Linemen.....................$ 48.80 28.64 Telecommunication worker....$ 28.44 11.94

ELEV0126-001 01/01/2018

Rates Fringes

ELEVATOR MECHANIC................$ 57.36 32.65

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 09/04/2017

Rates Fringes

Diver (Aqua Lung) (Scuba)) Diver (Aqua Lung) (Scuba) (over a depth of 30 feet)...$ 65.00 30.93 Diver (Aqua Lung) (Scuba) (up to a depth of 30 feet)..$ 55.63 30.93 Stand-by Diver (Aqua Lung) (Scuba)....................$ 46.25 30.93 Diver (Other than Aqua Lung) Diver (Other than Aqua Lung).......................$ 65.00 30.93 Diver Tender (Other than Aqua Lung)..................$ 43.22 30.93 Stand-by Diver (Other than Aqua Lung)..................$ 46.25 30.93 Helicopter Work Airborne Hoist Operator for Helicopter..............$ 44.80 30.93 Co-Pilot of Helicopter......$ 44.94 30.93 Pilot of Helicopter.........$ 45.11 30.93 Power equipment operator -

W9128A-18-B-0002

Section 00 72 00, Attachment A - Page 3 tunnel work

GROUP 1....................$ 41.24 30.93

GROUP 2....................$ 41.35 30.93

GROUP 3....................$ 41.52 30.93

GROUP 4....................$ 41.79 30.93

GROUP 5....................$ 42.10 30.93

GROUP 6....................$ 42.75 30.93

GROUP 7....................$ 43.07 30.93

GROUP 8....................$ 43.18 30.93

GROUP 9....................$ 43.29 30.93

GROUP 9A...................$ 43.52 30.93

GROUP 10....................$ 43.58 30.93

GROUP 10A...................$ 43.73 30.93

GROUP 11....................$ 43.88 30.93

GROUP 12....................$ 44.24 30.93

GROUP 12A...................$ 44.60 30.93

Power equipment operators:

GROUP 1....................$ 40.94 30.93

GROUP 2....................$ 41.05 30.93

GROUP 3....................$ 41.22 30.93

GROUP 4....................$ 41.49 30.93

GROUP 5....................$ 41.80 30.93

GROUP 6....................$ 42.45 30.93

GROUP 7....................$ 42.77 30.93

GROUP 8....................$ 42.88 30.93

GROUP 9....................$ 42.99 30.93

GROUP 9A...................$ 43.22 30.93

GROUP 10....................$ 43.28 30.93

GROUP 10A...................$ 43.43 30.93

GROUP 11....................$ 43.58 30.93

GROUP 12....................$ 43.94 30.93

GROUP 12A...................$ 44.30 30.93

GROUP 13....................$ 41.22 30.93

GROUP 13A...................$ 41.49 30.93

GROUP 13B...................$ 41.80 30.93

GROUP 13C...................$ 42.45 30.93

GROUP 13D...................$ 42.77 30.93

GROUP 13E...................$ 42.88 30.93

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

W9128A-18-B-0002

Section 00 72 00, Attachment A - Page 4 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.);

W9128A-18-B-0002

Section 00 72 00, Attachment A - Page 5

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

W9128A-18-B-0002

Section 00 72 00, Attachment A - Page 6 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:

W9128A-18-B-0002

Section 00 72 00, Attachment A - Page 7

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 09/04/2017

Rates Fringes

Dredging: (Boat Operators) Boat Deckhand...............$ 41.22 30.93 Boat Operator...............$ 43.43 30.93 Master Boat Operator........$ 43.58 30.93 Dredging: (Clamshell or Dipper Dredging)

GROUP 1.....................$ 43.94 30.93

GROUP 2.....................$ 43.28 30.93

GROUP 3.....................$ 42.88 30.93

GROUP 4.....................$ 41.22 30.93

Dredging: (Derricks)

GROUP 1.....................$ 43.94 30.93

GROUP 2.....................$ 43.28 30.93

GROUP 3.....................$ 42.88 30.93

GROUP 4.....................$ 41.22 30.93

Dredging: (Hydraulic Suction Dredges)

GROUP 1.....................$ 43.58 30.93

GROUP 2.....................$ 43.43 30.93

GROUP 3.....................$ 43.28 30.93

GROUP 4.....................$ 43.22 30.93

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

Group 5.....................$ 42.88 30.93

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

Group 6.....................$ 42.77 30.93

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

Group 7.....................$ 41.22 30.93

CLAMSHELL OR DIPPER DREDGING CLASSIFICATIONS

GROUP 1: Clamshell or Dipper Operator.

GROUP 2: Mechanic or Welder; Watch Engineer.

W9128A-18-B-0002

Section 00 72 00, Attachment A - Page 8

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 09/04/2017

Rates Fringes

Power Equipment Operators

(PAVING)

Asphalt Concrete Material Transfer....................$ 41.92 30.53 Asphalt Plant Operator......$ 42.35 30.53 Asphalt Raker...............$ 40.96 30.53 Asphalt Spreader Operator...$ 42.44 30.53 Cold Planer.................$ 42.75 30.53 Combination Loader/Backhoe (over 3/4 cu.yd.)...........$ 40.96 30.53 Combination Loader/Backhoe (up to 3/4 cu.yd.)..........$ 39.98 30.53 Concrete Saws and/or Grinder (self-propelled unit on streets, highways, airports and canals)........$ 41.92 30.53 Grader......................$ 42.75 30.53 Laborer, Hand Roller........$ 40.46 30.53 Loader (2 1/2 cu. yds. and under)......................$ 41.92 30.53 Loader (over 2 1/2 cu.

yds. to and including 5

cu. yds.)...................$ 42.24 30.53 Roller Operator (five tons and under)..................$ 40.69 30.53 Roller Operator (over five tons).......................$ 42.12 30.53 Screed Person...............$ 41.92 30.53 Soil Stabilizer.............$ 42.75 30.53

W9128A-18-B-0002

Section 00 72 00, Attachment A - Page 9

IRON0625-001 09/01/2017

Ironworkers:.....................$ 39.00 34.65

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 09/04/2017

Rates Fringes

Laborers:

Driller.....................$ 37.40 19.26 Final Clean Up..............$ 27.80 15.14 Gunite/Shotcrete Operator and High Scaler.............$ 36.90 19.26 Laborer I...................$ 36.40 19.26 Laborer II..................$ 33.80 19.26 Mason Tender/Hod Carrier....$ 36.90 19.26 Powderman...................$ 37.40 19.26 Window Washer (bosun chair).$ 35.90 19.26

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

W9128A-18-B-0002

Section 00 72 00,…