Amendment_0003.pdf

W912DS19R0001

W16ROE82576289

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

The purpose of this amendment is to:

1. Provide responses to RFIs for informational purposes only

2. add clause 52.228-15 as full text

3. Revise and reissue draw ings

4. Add specif ications

5. Revise and reissue specif ications

6. Revise but not reissue specif ications

7. Provide Updated w age rates NOTE: Offeror must acknow ledge receipt of this amendment by the date specif ied in the proposal (or as amended) by one of the follow ing methods: in the space provided on SF1442, by separate letter, or by signing block 15 below . FAILURE TO ACKNOWLEDGE AMENDMENTS BY THE DATE AND TIME SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER IN ACCORDANCE WITH THE SUBMISSION, MODIFICATION, REVISION, AND WITHDRAWAL OF PROPOSALS (FAR 15.208)

1. CONTRACT ID CODE PAGE OF PAGES

J 1 24

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

16C. DATE SIGNED

BY 12-Dec-2018

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 W912DS19R0001

X 9B. DATED (SEE ITEM 11)

02-Nov-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 is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

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

6. ISSUED BY

3. EFFECTIVE DATE

06-Dec-2018

CODE

US ARMY CORPS OF ENGINEERS, NEW YORK

26 FEDERAL PLAZA, RM 1843

NEW YORK NY 10278-0090

W912DS 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SUMMARY

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT 0003

KC46 – ADAL B2319 for Boom Operator Trainer Joint Base McGuire-Dix-Lakehurst, NJ

W912DS-19-R-0001

Amendment 0003

AMENDMENT 0003 to DRAWINGS and SPECIFICATIONS for KC46 Two Bay Maintenance Hangar, Joint Base McGuire-Dix-Lakehurst, New Jersey

TO OFFERORS

The following changes shall be made to the drawings and specifications.

DRAWINGS

1. The following DRAWINGS have been REVISED but NOT REISSUED:

- None

2. The following DRAWINGS have been REVISED and REISSUED:

- S-002

- S-103

- S-104

- S-105

- S-106

- S-107

- S-108

- S-207

- S-208

- S-503

- S-505

- S-506

- S-602

- AE102

3. The following DRAWINGS have been ADDED:

- None

4. The following DRAWINGS have been DELETED:

- None

SPECIFICATIONS

1. The following SPECIFICATION SECTIONS have been ADDED and are provided in their entirety herein:

- Appendix P – Site Visit Sign in sheet.

- Sections 26 12 19.10 – Three-Phase Pad-Mounted Transformers

- Section 26 13 00 – SF6/ High-Firepoint Fluids Insulated Pad-Mounted Switchgear

- Section 26 36 23.00 20 – Manual Transfer Switches

2. The following SPECIFICATIONS SECTIONS have been DELETED in their entirety:

- None

3. The following SPECIFICATIONS SECTIONS have been REVISED and REISSUED:

- Section 08 34 16.20 - Vertical Lift Fabric Doors

4. The following SPECIFICATIONS have been REVISED but NOT REISSUED:

- Section 00 72 00.00 18 – Special Contract Requirements – Revise paragraph 1.28 in its entirety as follows:

“a. All structures and facilities shall be new and designed and maintained for year round operation from Notice to Proceed through the contract completion date. The field office shall be located in or adjacent to the site within view of the project area.

- All parking areas shall be provided with adequate outdoor lighting with a minimum of 5-foot candles throughout. Provide minimum of 15 vehicle parking spaces adjacent to the office with chain link fence enclosure and 2 gates for 12' electro/mechanical opening by electronic card reader at the gate (15 cards).

- The Contractor shall erect a weather station at the field office to electronically record wind speed, direction and rainfall quantities on a daily basis. This data shall be the basis for any weather delays for this contract. In addition to the weather station, the Contractor shall furnish an automatic tide gage recorder immediately adjacent to the borrow area currently in use. The original daily record from the recorder shall be provided with the Contractor's daily quality control report.

b. No separate payment will be made for providing the above accommodations and all costs in connection therewith will be considered the obligations of the Contractor. All facilities shall be removed from the project site at the contract completion date or when and as directed by the Contracting Officer.

c. No payment shall be made for Mobilization until all facilities are complete and accepted by the Contracting Officer.”

- Section 00 72 00.00 18 – Special Contract Requirements – Delete reference to “Occupied Family Housing” from Experience Matrix of paragraph 3.4.3 along with the corresponding Qualifications.

- Section 01 50 00 – Temporary Construction Facilities and Controls – replace paragraph 3.6 in its entirety with the following: “Not Used”

- Section 01 57 19 Temporary Environmental Controls – replace parahraph 1.12 in its entirety with the following: “Joint Base McGuire-Dix-Lakehurst (JB MDL, NJ) is designated as a Large Quantity Generator. Meet the regulatory requirements of this generator designation for any work conducted within the boundaries of this Installation. Comply with provisions of federal, state, and local regulatory requirements applicable to this generator status regarding training and storage, handling, and disposal of construction derived wastes.”

BIDDER’S QUESTIONS AND GOVERNMENT REPLY

(Questions that may be of general interest to all Offerors and/or the Government and that are not readily answered by the proceeding changes will appear below. These questions may have been paraphrased or altered to represent several questions regarding the same subject and/or simply revised to clarify and simplify the question(s). Questions and answers are issued to the Offerors “for information only ”and do not revise the solicitation, plans or specifications.)

1. The SF1442 form item no 10 item no.1 states that " This solicitation is set aside for Full and

Open Competition", but then the item no 2. States " NAICS code: 236220, Size Standard :

$36,500,000.00 . Please clarify if this project is a Small business set aside or set aside for full & open competition. Response: The Solicitation is Full and Open Competition

2. Block 12A State that's that a Performance and Payment Bond is required, but FAR 52.228- 15 if only referenced and not included to show the required percentage. Please provide the percent requirement for the Performance and Payment Bond. Response: Clauses 52.228- 15 has been added by full text with amounts

3. Does the Government anticipate conducting a Site Visit prior to submitting proposals?

Response: A site visit is schedule for 12-December-2018 see clause 52.236-27 for details

4. 3.1.1. Factor 1 - Relevant Past Experience: The Prime Contractor shall demonstrate not less than three (3) but no more than five (5) examples of projects similar in size, scope, magnitude, and complexity that are not less the 80% complete as of the date of this RFP, or physically completed within the last seven (7) years. Please extend the project completion date within the last seven (7) years to ten (10) years to allow offerors greater opportunity to demonstrate relevant experience. Response: The factors will remain as is, the Government is looking for relatively recent experience.

5. Please provide an proposal extension to the week of January 21st, 2019 in order for the Offerors to evaluate the documents and get the necessary subcontractor engagement.

Response: No, an extension of that magnitude cannot be granted at this time. Please refer to revised proposal due date as noted in this amendment.

6. 00 22 16 3.1.2 Factor 2 - Past Performance states, "Offeror shall submit Past Performance Questionnaires for each project submitted under Factor 1." If a Federal project is submitted in Factor 1, such as a DoD project managed by USACE or NAVFAC, and has a completed CPARS available please confirm this should be used in lieu of providing a PPQ. Response:

CPARS rating will be sufficient.

7. 08 45 10 blast resist S-003 states "Window, Door, Sips Panel and Cold Formed Metal Trusses Shall Be Designed to Withstand Blast Pressures". (See Below) What are Translucent Panels considered, and do they need to meet ATFP protection? (Spec Section 08 60 45) If translucent panels do need to meet ATFP protection, what level of protection is required per Page 24 of UFC-4-010-01 shown below? Response: The referenced UFC in section B-3.1 does not require translucent fiberglass panels to comply with Standard

10. The translucent panels need to be considered part of the wall system. The project specifications and drawings provide Contractor requirements for design load criteria, performance requirements, and compliance with UFC 4-010-01.

8. Detail D6/CS501 section for the Asphalt Pavement has a note to refer to the specifications.

Please provide a specification for the asphalt pavement. Response: The referenced asphalt pavement specifications are NJDOT and are publicly available and therefore not reproduced in this set.

9. Do to the holiday and complexity of this project, we respectfully request an extension to/or around December 21st. Response: Please refer to revised proposal due date as noted in this amendment.

10. 00 22 16 Sub-paragraph 3.2.1, identifies a requirement for an electronic version of Volume 2

- Price Proposal on a CD of only Tabs B, C, D, & E. Please confirm no electronic version or CD of Volume 1 - Technical Proposal is required. Only 1-Original and 6-Copies as stated in

2.6 - Format Requirements. Response: Correct, please arrange and submit the proposal as outlined in the solicitation.

11. 00 22 16 Sub-paragraph 3.2.1 - states, "Provide one (1) original and six (6) copies of the bound written materials (folded and bound in Volume II). Submit TAB B, C, D and E of the Pro Forma information in a separate envelope labeled Volume II - Pro forma Requirements (TAB B, C, D, and E)." SF1442, Block 13A states to provide 1 original and 1 copy. We assume this means Volume 2 should be submitted in 2 packages with 2 copies (1 original and 1 copy) of TAB - A Price (Standard Form 1442 & Proposal Bid Schedules) and 7 copies (1 original and 6 copies of) TAB - B, C, D, & E. Please confirm. Response: Correct.

12. 00 22 16 Sub-paragraph 3.2.4 states that one copy of the information required under sub-paragraph 3.2.4.2 shall be provided. Please confirm that the information under sub-paragraph 3.2.4.2 shall only be provided for the 1 Original of the Price Volume and excluded from the 6 copies of the Price Volume. Response: Correct.

13. Specification 33 16 15 WATER STORAGE STEEL TANKS calls for a welded tank. Will a bolted steel tank be accepted? Response: No, bolted tanks will not be acceptable, please follow specification(s) as provided.

14. On CU102, it calls for a Fire Protection Water Tank 150,000 Gal., 32' Ø, 25' HT. There are no foundation requirements shown. The specification 33 16 15, 3.1 says that the foundation "shall be constructed of concrete, reinforced where necessary". Please provide a foundation detail and/or a section showing the tank connection to the foundation including any anchor bolts and reinforcement. Response: Dimensions shown for the water storage tank are notional and based on providing an overall capacity of 150,000 gallons. Actual tank sizes may vary in height and diameter pending the tank manufacturer and supplier.

The specifications and requirements for the tank are performance-based, allowing the contractor to coordinate with a tank supplier to best meet the requirements.

15. AE102: Please clarify if the west wall of room 101 Vestibule is to be tagged as B1 or A2, since both are tagged. Response: West wall of room 101 Vestibule is to be tagged as B1. See revised Drawing AE102.

16. AE102: The west wall of room 106 Mechanical is tagged as A2, which has no sound insulation per A-002. Please confirm that the wall tag is correct, and no sound insulation is required for the Mechanical Room's west wall. Response: West wall of room 106 Mechanical is to be tagged B1. See revised drawing AE102.

17. Drawing S-002, note 7 under Foundations, notes "Footing excavations should be probed to a depth of 3-5 feet to ensure there are no soft zones below the footings". Please clarify quantity of probes needed. Response: One probe for every two to three feet, see revised note on drawing S-002.

18. No details are referenced on S-103 through S-107 for the foundations and walls. Please provide. Response: References added to drawings, as well as Sections on S-503 are typical foundation sections at the hangar substructure. Drawing S-503 has been reissued.

19. Drawing S-104 references a 2'x2'x2' sump pit, please provide this detail. Response:

Drawings S-104, S-108 and S-505 have been reissued to include the sup pit section details.

20. Drawing S-105 references a 5'x6'x6" concrete stoop (Sheet keynote 3) but no details are referenced. Is a turndown slab/footing needed? Please provide a section detail. Response:

Design per keynote 3, S-105. A turndown is not needed.

21. Area C on S-104 shows the CMU wall extending north of CL E at CL 19 but it is cut-off so the extent is not shown. This is also the same at area G. This is not shown on S-102. Please show the extent of the CMU and the footing at those locations on drawing S-104 and S-108.

Response: The view extents have been adjusted on drawings S-104 & S-108 and reissued to show the masonry bumpouts.

22. Drawing AE-109 shoes a CMU shaft wall on the interior side of the room in room 126, but drawing S-108 does not show this CMU shaft wall. Please revise drawing S-108 to show this wall. Response: Drawing S-108 has been revised and reissued to show the CMU shaft.

23. 08 34 16.20 In the UFGS 08 34 16.20 on page 15 in Section "2.3.7 Limit Switches" in paragraph 2 it states the following: "Provide each retractable mullion pin with a limit switch or proximity switch interlock that proves that the mullion pin (whether electric or manual) is fully extended and locked before the door can be moved." On page 17 of the UFGS 08 34 16.2, Section "2.7.2 Retractable Mullion Pin and Floor Strike when Utilized" references Retractable Mullion Pins, "when Utilized." On sheet AE512 / Detail D6 it shows the mullion pit design which is based on a "Fixed Pin" mullion design and not a retractable mullion design. Please confirm that any references in the UFGS 08 34 16.20 to retractable mullion pins is not applicable on this project. Response: The specifications is hereby revised to remove reference to retractable mullion pins.

24. Detail A1 on Sheet S-207 and S-208 show HSS12x6x3/8 vertical members as noted on the attached PDF. Please verify if these members are representative of the Vertical Lift Fabric Door mullions or are structural members. Response: The HSS12x6x3/8 vertical members shown on S-207 and S-208 have been removed. See revised drawings S-207 and S- 208.

25. Detail A1 on S-515 shows the upper door support framing elevation for the Vertical Lift Fabric Door with an elevation to top of steel at 75'-8". There does not appear to be a section showing the support framing for the lower (side) doors. Please confirm the lower door support framing elevation for the Vertical Lift Fabric Doors. Response: Please refer to Catwalk plans on S-150.

26. The Vertical Lift Fabric Door Motors and Sheave assemblies require steel mounting plates, designed and provided by structural, however there is no detail showing the location and size of the plates on the drawings. Please confirm the quantity and size of plates required for the Vertical Lift Fabric Door motors and sheave assemblies. Response: Refer to spec section 08 34 16.20 for the answer to your inquiry. In particular Sections 1.3 Design Requirements, 2.3 Electric Operators, and 3.2 Erection address and describe these requirements. In particular section 1.3.1.1 states that "All supporting, bracing and framing steel members must be designed by the door manufacturer's registered professional engineer for the specified loads according to the requirements of AISC 325 and AISC 360."

27. On Sheet AE-501, Details F1, F4, D1, and D4 show the Vertical Lift Fabric Door jamb steel required for the VLF Doors. The Structural Foundation Drawings (S-105, S-106, and S-107) do not show any jamb steel framing required for the Vertical Lift Fabric Doors. Please provide clarification on the structural drawings the Vertical Lift Fabric Door jamb steel requirements as well as the dimensions from Face of Jamb Steel to Face of Jamb Steel required. Response: Drawings S-105, S-106, S-107, S-207 and S-208 have been revised to include HSS jambs.

28. Please provide base plate and anchor bolt information for column marks C3, C4, C5 and C6 on S-602. Response: The schedule and drawings have been updated and reissued in drawings S-506 and S-602.

29. Please confirm the following are acceptable alternates: for height adjustable desks Symmetry or Kimball, for workstations Kimball or HON, for guest chairs HON. Response:

Please provide bid per specifications, any substitutions may be addressed during shop drawings stage.

30. Please clarify if the Fire Protection Specialist can be a second tier subcontractor.

Response: Fire Protection Specialist can be a second tier contractor as long as they meet all drawing and specification project requirements.

31. "The Fire Protection Specilist credentials in the project specifications are well above the construction industry standards for supervision during the installation of the fire prinkler system. Having a Fire Protection Specilist 'who is an individual registered professional engineer who has passed the fire protection engineering written examination administered by the National Council of Examiners for Engineering and Surveys (NCEES)' supervising the fire sprinkler system installation will add significant cost to the project. Please clarify if the Fire Protection Specilist is required to be physically on site beyond the submittals, testing and inspections phases." Response: The fire protection specialist is not required to be onsite at all times. The fire protection specialist is required to provide periodic site inspections (per specifications) as needed to ensure the system installations are in accordance with the contract documents.

32. Please provide the specification for the following items:

400A Transfer Switch

6 WAY SF6 SWITCH

12.47kV K Rated Transformer 400A Pin and Sleeve Roll Up Generator Response: Spec Sections 26 12 19.10, section 26 13 00, and section 26 36 23.00 20 have been added to include the necessary details.

33. Please see below and confirm if our interpretation of scope is accurate:

1) All painting in non-hanger bay area is per 09 90 00 specification

2) For # 1 above, we assume all structural steel, piping, etc. to be shop primed at a minimum

3) Specification 09 90 00, paragraph 1.11.1.2.a, refers to specification 09 97 13.27 for painting of all steel and decking in the Hanger Area. Additionally, steel specification 05 12 00 specifies steel to be delivered with a prime coat per 09 97 13.27. With that said

a) We interpret that for all steel and decking in the Hanger Area, field painting is intermediate and finish coat per 09 97 13.27

b) Complying with 09 97 13.27 will require full containment in the Hanger Area with environmental controls and continuous monitoring - please confirm

c) All requirements of 09 97 13.27 will be required, like CIH, QP-5 Inspection Co., etc.-please confirm

d) Metal decking will be shop primed in the Hanger Area -please confirm Response: 1) Concur,

2) Concur, 3a) Concur, 3b) Concur, 3c) Concur, 3d) Shop priming of metal decking is acceptable. Primer coat should comply with Section 09 97 13.27

34. Structural steel note 8 on drawing S-003: "Exposed steel Hot-Dipped Galvanized". Please clarify this note is for steel exposed to weather, not exposed to view. Response: Yes, this note is for steel exposed to weather, not to view.

35. 00 73 00.00 18: Sub-paragraph 1.28 - Facilities states, the field office shall have a chain link enclosure with 2 - 12' gates with electro/mechanical opening by electronic card reader at the gate with 15 cards. Please confirm where these gates are required? Response:

Specification have been edited. The location of the gates will be up to the contractor and dictated by the site limitations.

36. 01 14 00: Para 1.2.1.2 (b) states to maintain continual base security with security guard and temporary fences as well as continually monitoring. Please confirm that one guard is only required during working hours and not 24x7. Response: Correct

37. 01 50 00: Para 3.3.2 Payment for Utility Services is missing the rates. Please provide rates or confirm they will be available at no cost. Response: Utility services will be provided at no cost, the specifications do not list any utility rates.

38. 01 57 19: Sub-paragraph 1.12 appears incomplete. Please that the Government will be listed as the generator of the pre-existing hazardous materials on the shipping manifests.

Response: Specification have been edited.

39. As per the detail provided on sheet CS-101 the item no 33 refers to detail D8 on sheet CS- 501, and the detail D8 on sheet CS-501 specifies the thickness to be 30". The detail D8 notes refers to the sheet CP-501. The same thing when cross referenced with the sheet CP- 501 the thickness varies. Kindly clarify. Response: There are two different concrete pavement sections for the project: site concrete around the Hangar, and airfield concrete for aircraft movement areas. The site concrete pavement section is as shown in Detail D8 on CS501. The airfield concrete section is as shown on CP501.

The reference from Detail D8 (CS501) to CP501 applies to joint preparation, sealants, dowels, etc. It does not refer to the pavement sections.

40. The total linear footage for the Storm drain pipe from the Civil utility drawings and the Civil grading drawings is contradicting by more than 250 linear foot (Refer to CU 101, CU102, CU201, CU202, CG101 to CG 106. The information available on the Civil Utility drawings are vague and missing drawing sheets CU105 and CU 106 and related profiles as well.

Please kindly direct us which values to be used. Response: The CU-series plan drawings are related to the design of water, sewer, and natural gas. Storm sewer design plan view, as noted in the CU plans, is covered in the CG-series plan sheets. Storm sewer and sanitary sewer profiles are located on CU201 and CU202. The set does not include sheets CU105 or CU106 as the limited amount of utility work south of the Hangar is covered on sheets CU103 and CU104. Storm drain Line A (as shown on CU201, CG101, CG103, and CG105) is approximately 840 ft in length. Storm drain Line B (as shown on CU202, CG102, CG104, and CG106) is approximately 580 ft in length.

Approximately 110 ft of 18" RCP is present between Inlet B5 and MH B1, and approximately 175 ft of 18" RCP is present between Inlet B-EX and MH B1. Both of these 18" lines are shown on CG104 and were not profiled since they are single runs.

41. Please provide the specifications for the 15 KV primary transformers that needed to be installed in the site. (Drawing #ES-101) Response: Specifications is hereby added in this amendment.

42. Please provide the specifications for the 6 way SF6 MV switches indicated on the electrical site plans. (Refer to Drawing #ES-101) Response: Specifications is hereby added in this amendment.

43. 0 45 00.00 10 - 3.4.3 - CQC Personnel lists a specialized personnel for "Occupied Family Housing." Please confirm this position is not required for this project.

Response: The reference to Occupied Family Housing is here by deleted from the specifications table.

44. Sheets S103- S107 are missing details for column foundations,(F designations) kindly provide what foundation numbers from the column schedule on S602 are to be provided for the different column types.(Similar to how it has been provided on sheet #S102. Response:

There are no column footings in the area indicated; only continuous footings. Bid per the contract documents.

45. On Sheets S105- S107 (Key Areas F,E,D) there is no CF designation for the continuous footing that needs to be provided along grid line P (location of the hangar doors).Kindly provide the same. Response: There is no footing along the hangar door, only the hangar pavement. Bid per the contract documents.

SECTION 00 72 00 - GENERAL CONDITIONS

The following were previously included by reference and are now included by full text:

52.228-15 PERFORMANCE AND PAYMENT BONDS--CONSTRUCTION (OCT 2010)

(a) Definitions. As used in this clause--

Original contract price means the award price of the contract; or, for requirements contracts, the price payable for the estimated total quantity; or, for indefinite-quantity contracts, the price payable for the specified minimum quantity. Original contract price does not include the price of any options, except those options exercised at the time of contract award.

(b) Amount of required bonds. Unless the resulting contract price is $150,000 or less, the successful offeror shall furnish performance and payment bonds to the Contracting Officer as follows:

(1) Performance bonds (Standard Form 25). The penal amount of performance bonds at the time of contract award shall be 100 percent of the original contract price.

(2) Payment Bonds (Standard Form 25-A). The penal amount of payment bonds at the time of contract award shall be 100 percent of the original contract price.

(3) Additional bond protection. (i) The Government may require additional performance and payment bond protection if the contract price is increased. The increase in protection generally will equal 100 percent of the increase in contract price.

(ii) The Government may secure the additional protection by directing the Contractor to increase the penal amount of the existing bond or to obtain an additional bond.

(c) Furnishing executed bonds. The Contractor shall furnish all executed bonds, including any necessary reinsurance agreements, to the Contracting Officer, within the time period specified in the Bid Guarantee provision of the solicitation, or otherwise specified by the Contracting Officer, but in any event, before starting work.

(d) Surety or other security for bonds. The bonds shall be in the form of firm commitment, supported by corporate sureties whose names appear on the list contained in Treasury Department Circular 570, individual sureties, or by other acceptable security such as postal money order, certified check, cashier's check, irrevocable letter of credit, or, in accordance with Treasury Department regulations, certain bonds or notes of the United States. Treasury Circular 570 is published in the Federal Register or may be obtained from the U.S. Department of the Treasury, Financial Management Service, Surety Bond Branch, 3700 East West Highway, Room 6F01, Hyattsville, MD 20782. Or via the internet at http://www.fms.treas.gov/c570/.

(e) Notice of subcontractor waiver of protection (40 U.S.C. 3133(c)). Any waiver of the right to sue on the payment bond is void unless it is in writing, signed by the person whose right is waived, and executed after such person has first furnished labor or material for use in the performance of the contract.

(End of clause)

General Decision Number: NJ180027 11/30/2018 NJ27

Superseded General Decision Number: NJ20170027

State: New Jersey aed 12/03/2018

Construction Type: Building

County: Burlington County in New Jersey.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

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 01/12/2018 2 02/09/2018 3 03/16/2018 4 05/04/2018 5 06/01/2018 6 07/13/2018 7 09/21/2018 8 10/05/2018 9 10/19/2018 10 11/09/2018 11 11/30/2018

ASBE0014-003 05/01/2018

BURLINGTON COUNTY (City of Beverly; Townships of Cinnaminson, Delanco, Delron, Edgewater Park, Evesham, Hainesport and Lumberton; Borough of Maple Shade; Township of Medford; Borough of Medford Lakes;

Townships of Moorestown and Mt. Laurel; Borough of Palmyra; Township of Riverside; Borough of Riverton;

Townships of Shamong, Southampton, Tabernacle, Westhampton and Willingboro)

Rates Fringes

ASBESTOS WORKER/HEAT & FROST

INSULATOR (Includes the application of all insulating materials, protective coverings, coatings and finishings to all types of mechanical systems; also, the application of firestopping material to openings and penetrations in walls, floors, ceilings and curtain walls; also, all lead abatement).......................$ 49.30 35.64

ASBE0089-003 07/01/2017

BURLINGTON COUNTY (Townships of Bordentown, Burlington, Chesterfield, Easthampton, Florence, Mansfield, Mt.

Holly, New Hanover, North Hanover, Pemberton, Springfield and Woodland)

ASBESTOS WORKER/HEAT & FROST

INSULATOR ((includes the application of all insulating materials, protective coverings, coatings and finishings to all types of mechanical systems; also, the application of firestopping material to openings and penetrations in walls, floors, ceilings and curtain walls; also, all lead abatement))......................$ 42.32 33.88

PAID HOLIDAYS:

The last day prior to the Christmas and New Year's Day observed holiday: 4 hrs. pay.

BRNJ0002-013 05/01/2018

Rates Fringes

Bricklayer.....................$ 42.20 32.36

Work on high stacks: 22% per hour additional.

BRNJ0007-012 07/16/2018

Marble setter...................$ 58.91 36.47

BRNJ0007-014 07/01/2018

Rates Fringes

TERRAZZO WORKER/SETTER...........$ 55.38 35.55

BRNJ0007-017 06/04/2018

Rates Fringes

Tile finisher..................$ 40.22 27.07 Tile setter....................$ 46.56 32.69

Tile finisher:

Work grouting all epoxy: $10.00 additional per day.

* CARP0006-009 11/01/2018

Rates Fringes

CARPENTER (Scaffold Builder).....$ 49.51 57%

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

* CARP0006-010 11/01/2018

Rates Fringes

CARPENTER

Including Acoustical Ceiling Installation, Drywall Hanging, Formwork, Batt and Blown Insulation...$ 49.51 57%

* CARP0029-006 11/01/2018

Rates Fringes

Soft floor layer...............$ 49.51 57%

CARP0454-009 05/01/2016

PILEDRIVERMAN....................$ 43.95 31.32

PAID HOLIDAYS:

New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day and Christmas Day; provided that the worker works any of the three days in the five-day work week preceding the holiday and the first work day after the holiday.

CARP0715-007 11/01/2018

Rates Fringes

Millwright.....................$ 49.59 58%+.20

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

ELEC0269-017 10/01/2017

BURLINGTON COUNTY (north of a line following the west and south limits of Burlington Borough from the Delaware River, in a southeasterly direction, to the Burlington - Mt. Holly road; then, south-southeast along the Burlington - Mt. Holly road to the town of Mt. Holly, includes Mt. Holly; then, east along the Pennsylvania Railroad to the town of New Lisbon, includes New Lisbon; then, continuing along the Pennsylvania Railroad to the Ocean County line)

Electrician and cable splicer (Includes Low Voltage Wiring)....$ 49.79 61.48%

ELEC0351-001 10/01/2018

ATLANTIC COUNTY; BURLINGTON COUNTY (south of a line following the west and south limits of Burlington Borough from the Delaware River, in a southeasterly direction, to the Burlington

- Mt. Holly road; then, south-southeast along the Burlington - Mt. Holly road to the town of Mt. Holly, does not include Mt.

Holly; then, east along the Pennsylvania Railroad to the town of New Lisbon, does not include New Lisbon; then, continuing along the Pennsylvania Railroad to the Ocean County line); CAMDEN, CAPE MAY, CUMBERLAND, GLOUCESTER AND SALEM COUNTIES:

Electricians:

Cable splicer on lead cable.$ 46.51 72.54% + .65 Electrician and cable splicer.....................$ 47.04 77.87%+.65

ELEV0005-004 01/01/2018

Rates Fringes

Elevator mechanic..............$ 55.76 32.65

PAID HOLIDAYS:

New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day.

PAID VACATION:

Employer contributes 2% of basic hourly rate as vacation pay credit for 6 months to 5 years of service, and 4% for 5 years or more of service.

ENGI0825-020 07/01/2018

Rates Fringes

Power equipment operators:

GROUP 1.....................$ 51.77 30.45

GROUP 2.....................$ 50.18 30.45

GROUP 3.....................$ 48.27 30.45

GROUP 4.....................$ 46.64 30.45

GROUP 5.....................$ 44.93 30.45

Hazardous waste removal work:

Work on a state or federally designated hazardous waste site, where the worker is in direct contact with hazardous material, and when personal protective equipment is required for respiratory, skin and eye protection: 20% per hour additional.

New Year's Day, Washington's Birthday observed, Memorial Day, Independence Day, Labor Day, Presidential Election Day, Veteran's Day, Thanksgiving Day and Christmas Day; provided

1) that the worker works three of the preceding five work days before the holiday; or, the work day before the holiday and the work day after the holiday; and, 2) that the worker works the work day before and the work day after the holiday.

DEFINITION OF GROUPS:

GROUP 1:

Backhoe, Including Backhoe Track; Boom; Concrete Paving Machine; Crane (all types, including overhead and straddle traveling type); Drill (down-the-hole drill, rotary drill, self-propelled hydraulic drill, self-powered drill);

Elevating Grader; Excavator; Front End Loader (5 cu. yd.

and over); Piledriver (length of boom, including length of leads, shall determine premium rate applicable); Trencher

GROUP 2:

Backhoe Loader Combo; Concrete Pumper; Grader/Blade (Finish);

Hoist; Hydraulic Crane, 10 Tons and under; Front End Loader (2 cu. yd. but less than 5 cu. yd.); Scraper; Side Boom

GROUP 3:

Asphalt Spreader; Bulldozer;Compressor(2 or 3) (in Battery) (within 100 ft.); Forklift; Front End Loader (1 cu. yd.

and over but less than 2 cu. yd.); Lull; Mechanic; Paver, Asphalt; Roller, Blacktop; Tractor;

GROUP 4:

Bobcat/Skid Loader; Compressor (Single); Farm Tractor; Front End Loader (under 1 cu. yd.); Hydroseeder; Roller, Grade;

Pump, Hydraulic

GROUP 5:

Oiler

IRON0068-011 07/01/2016

(Lumberton)

Rates Fringes

IRONWORKER

Reinforcing.................$ 44.55 20.88 Structural and Ornamental...$ 46.54 20.88

IRON0350-009 07/01/2016

BURLINGTON COUNTY (south and east of a line starting from the point on the Atlantic-Burlington county line where the Atlantic-Burlington county line crosses Route 206; then, following a line northeast through Wharton State Park to the town of Chatsworth; then, continuing along the same line, to the Burlington-Ocean county line)

Ironworkers:

Reinforcing.................$ 47.02 37.75 Structural and Ornamental...$ 48.02 37.75

IRON0399-005 07/01/2015

BURLINGTON COUNTY (north and west of a line starting from the point on the Atlantic-Burlington county line where the Atlantic-Burlington county line crosses Route 206; then, following a line northeast through Wharton State Park to the town of Chatsworth; then, continuing along the same line, to the Burlington-Ocean county line)

IRONWORKER (Structural, Reinforcing and Ornamental)......$ 44.60 27.25

LABO0008-001 05/01/2011

Rates Fringes

Asbestos Removal Laborer.........$ 28.37 21.62

The removal, abatement, enclosure and decontamination of personal protective equipment, chemical protective clothing and machinery relating to asbestos and/or toxic and hazardous waste or materials which shall include but not necessarily be limited to: the erection, moving, servicing and dismantling of all enclosures, scaffolding and barricades; the operation of all tools and equipment normally used in the removal or abatement of asbestos and toxic or hazardous waste or materials; the labeling, bagging, cartoning, crating, or other packaging of materials for disposal; the clean-up of the worksite; and all other work incidental to the removal, abatement, encapsulation, enclosure, and decontamination of asbestos and toxic or hazardous waste or materials; and, in addition, all work tasks involved in the maintenance and operation of energy resource recovery plants (co-generation plants)

LABO0222-006 07/01/2012

Rates Fringes

LABORER

MASON TENDER:

Brick/Cement/Concrete.......$ 29.85 23.07

LABO0222-008 07/01/2012

Laborers:

Asphalt Shoveler, Asphalt Spreader, Landscape Laborer, Pipelayer, Power Toole Operator and Screedman...................$ 29.35 23.07

PAIN0021-032 05/01/2017

BURLINGTON COUNTY (south of a line drawn between these cities:

Florence to Bustleton to Columbus to Jobstown to Pemberton to Ongs Hat to Chatsworth to Whiting to Pinewald to Ocean Gate to Seaside Heights)

Glazier........................$ 41.30 31.15

Work at 30 ft. above the working surface, or on a swing stage: $1.00 per hour additional.

PAIN0711-011 05/01/2017

BURLINGTON COUNTY (north of a line drawn between these cities:

Florence to Bustleton to Columbus to Jobstown to Pemberton to Ongs Hat to Chatsworth to Whiting to Pinewald to Ocean Gate to Seaside Heights)

Glazier........................$ 44.81 23.16

Work welding or using a cutting torch: $1.00 per hour additional.

Work on a swing stage scaffold; on a pipe scaffold providing the working height of the platform is 30 ft. or above; and on motorized lifts provided that the height of the lift platform is above the second floor or above thirty feet:

$1.00 per hour additional.

PAIN0711-018 05/01/2018

Rates Fringes

DRYWALL FINISHER/TAPER...........$ 39.95 23.30

PAIN0711-019 05/01/2017

PAINTER (Brush & Roller).........$ 39.25 22.66 PAINTER (Spray)..................$ 40.28 19.98

PLAS0592-036 05/01/2018

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 42.09 32.82

PLUM0009-015 07/01/2018

BURLINGTON COUNTY (north of a line drawn from the town of Burlington City, includes Burlington City; then, along County Road Route 541 East, also known as High St., until it reaches the city of Mt. Holly, includes the city of Mt. Holly; then, along Madison Ave. in Mt. Holly to State Road Route 38 East; then, along State Road Route 38 East until it crosses over State Road Route 206 and becomes County Road Route 530; then, along County Road Route 530 to Magnolia Road, includes Pemberton Borough; then, south on Magnolia Road in Pemberton Township to Magnolia New Lisbon Road (Route 545); then, south on Mt. Holly Misery Road to State Road Route 70 East; then, along State Road Route 70 East to the Ocean County line)

PIPEFITTER (Including HVAC Pipe Installation)...............$ 48.74 38.56 Service and Repair..........$ 37.48 21.08 PLUMBER (Excluding HVAC Pipe Installation)....................$ 48.74 38.56 Service and Repair..........$ 37.48 21.08

PLUM0322-008 05/01/2018

BURLINGTON COUNTY (south of a line drawn from the town of Burlington City, does not include Burlington City;

then, along County Road Route 541 East, also known as High St., until it reaches the city of Mt. Holly, does not include the city of Mt.

Holly; then, along Madison Ave. in Mt. Holly to State Road Route 38 East; then, along State Road Route 38 East until it crosses over State Road Route 206 and becomes County Road Route 530, does not include Pemberton Borough; then, south on Magnolia Road in Pemberton Township to Magnolia New Lisbon Road (Route 545); then, south on Mt. Holly Misery Rd. to State Road Route 70 East; then, along State Road Route 70 East to the Ocean County line)

PIPEFITTER (Including HVAC Pipe Installation)...............$ 46.17 40.34 PLUMBER (Excluding HVAC Pipe Installation)....................$ 46.17 40.34

ROOF0030-027 05/01/2017

Roofer

SHINGLES....................$ 36.15 29.76

SLATE AND TILE..............$ 36.15 29.76

ALL OTHER WORK..............$ 36.15 29.76

Mopper, and operator of felt-laying machine: $.50 per hour additional.

Work applying roofing material, on any new construction job, on those days on which a felt-laying machine or slag dispensing machine is used: $.50 per hour additional.

PAID HOLIDAY:

The last working day before Christmas, to be paid at the rate of four hours pay.

SFNJ0669-006 04/01/2017

Rates Fringes

SPRINKLER FITTER (Fire Sprinklers)......................$ 49.15 23.08

SFNJ0692-002 01/01/2018

Within 15 miles beyond the city limits of Philadelphia.

Rates Fringes

Sprinkler fitter (Fire Sprinklers)......................$ 53.60 26.27

SHEE0027-009 06/01/2012

Rates Fringes

SHEET METAL WORKER (Including HVAC Duct Installation)..........$ 43.08 32.52

TEAM0469-003 11/01/2018

BURLINGTON COUNTY (east of a line drawn from the New Jersey Turnpike to the Delaware River)

Truck drivers:

Dump Truck..................$ 40.95 32.385 Off the Road Truck..........$ 41.10 32.385

Hazardous waste removal work:

Work on a state or federally designated hazardous waste site, where the worker is in direct contact with hazardous material, and when personal protective equipment is required for respiratory, skin and eye protection: $3.00 per hour additional.

Work on a state or federally designated hazardous waste site, in a zone requiring Level A personal protection for any workers other than the truck driver: $3.00 per hour additional.

Work on a state or federally designated hazardous waste site where the worker is not working in a zone requiring Level A, B or C personal protection: $1.00 per hour additional.

New Year's Day, President's Day, Decoration Day, Independence Day, Labor Day, Presidential Election Day, Veteran's Day, Thanksgiving Day and Christmas Day.

VACATION PAY CREDIT:

Workers working or receiving pay for 80 days within a year receive one week paid vacation (48 hours); 125 days receive two weeks paid vacation (96 hours); 145 days receive 15 days paid vacation (120 hours); 15 years seniority and 145 days receive 4 weeks paid vacation (160 hours).

TEAM0676-002 05/01/2018

BURLINGTON COUNTY (west of a line drawn from the New Jersey Turnpike to the Delaware River)

Truck drivers:

Dump Truck Drivers..........$ 35.50 26.429 Off the Road Truck..........$ 35.85 26.429

Hazardous waste removal work:

Work on a state or federally designated hazardous waste site, where the worker is in direct contact with hazardous materials, and when personal protective equipment is required for respiratory, skin and eye protection: $3.00 per hour additional.

Work on a state or federally designated hazardous waste site, where personal protection A, B, C or D is NOT required:

$1.00 per hour additional.

SHIFT WORK:

An owner mandated irregular shift staring any time other than between 6:00 am and 8:00 am to receive $1.00 per hour, for each hour worked, in addition to the regular rate of pay.

PAID HOLIDAYS:

New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Presidential Election Day, Veteran's Day (or the day after Thanksgiving, at the option of the contractor), Thanksgiving Day, the afternoon of the day before Christmas (Dec. 24) provided that the worker works in the morning, and Christmas Day, provided that the worker works or is available for work on at least two days in the week in which the holiday occurs.

BEREAVEMENT PAY:

In case of a death in the worker's immediate famiy (mother, father, wife, husband, children, brother, sister, current mother-in-law, current father-in-law, grandparents), the worker shall be allowed leave not to exceed three (3) days straight-time pay, provided that he or she shall receive no pay unless the day of death and the burial day falls on a regular work day, and not on days off, holidays, vacation, Saturdays or Sundays.

SUNJ2004-003 01/02/2009

Rates Fringes

LABORER: Common or General......$ 19.27 12.42

PLASTERER........................$ 42.33 0.00

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors 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, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey.

Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under…