Amendment1.pdf

ACQR4916901

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 bid date has not changed but is clarif ied to be August 29th, 2017 at 2:00 PM local time.

1) Provide RFI responses

2) Issue replacement Bid Form REV1 (attached file - 1 page)

3) Issue updated/replacement Wage Determination

4) Change various clauses to full text vice reference

5) Clarify CLINS 2 & 3 as Options 1 & 2 respectively

Bidders shall use the attached replacement Bid Form in lieu of the original provided w ith the solicitation. Bidders are reminded to acknow ledge this amendment w ith their bid submission.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 16

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

16C. DATE SIGNED

BY 22-Aug-2017

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 N4008517B6134

X 9B. DATED (SEE ITEM 11)

25-Jul-2017

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 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

22-Aug-2017

CODE

NAVFAC MID ATLANTIC

PWD MAINE - FEAD PORTSMOUTH

PORTSMOUTH NAVAL SHIPYARD

BLDG 59

PORTSMOUTH NH 03801-2032

N40085 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N4008517B6134

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

RESPONSES TO RFIS

Question - The front page of the solicitation says bids are due August 29, 2017. However page 6 says August 24th. Please verify the correct due date Response: Bids are due August 29th, 2017.

Question - How can we access the lower drydock; what will be the primary points of access and will the onsite elevator be of use by the contractor? Or will contractor have to make other arrangements like a crane, etc.

Response: The lower section of the Building 343 can be accessed via the stairs on the north end of Dry Dock 2. The onsite elevator will not be usable by the contractor; the contractor should make other arrangements to get equipment into the dock, such as a crane.

Question - Will the navy be moving all the materials off the floors before the contractors work begins?

Response: The Navy will move all materials within this project’s work areas prior to each phase beginning. The materials outside work areas will remain.

Question - Is it required to have temporary structures/barriers to define phase areas of work?

Response: Yes.

Question – 1) Refer to spec section 01 11 00 and 01 14 00.00 22. Please explain the difference between the two different types of escorts and the notification requirements.

Response: The mentions of escorts in section 01 11 00 refer to the specific requirements outlined in section 01 14 00.00 22.

Question – Refer to spec section 01 11 00, General. This section summarizes the different scope, phasing requirements, and scheduling. Each Phase has limited time constraints (especially Phase 1). Phase 1 appears to be about 75 calendars days. The scope included setup of containment, demo, water controls, blasting, coating & cure, concrete repair and cure, fencing, SHPO reviews, steel PE reviews, possible unforeseen hidden steel issues, etc, not to mention the pre‐requisite submittal/paperwork, training (e.g., 6010), and unknowns (weather, radcon drills, etc).

a. Is there any leeway in the Phasing durations?

Response: There is no leeway in Phasing durations. The Phase 1 work is time sensitive based on the docking schedule.

b. Are there any limitations to work days and/or times (e.g., is 24‐7 an option)?

Response: See spec section 01 14 00.00 22, 1.7 & 1.7.1 for working hours. Work outside regular working hours requires Contracting Officer approval.

c. Will the submittal/paperwork review timeframes be expedited (less than two weeks review for standard submissions and 45 days for SHPO)?

Response: It is the expectation of the Government that all submittals that can be submitted/approved will be done prior to the on‐site activities of Phase 1. It is understood that some items cannot be submitted until construction activities commence (such as ‘hidden’ steel deterioration repairs).

d. Is the elevator available for Ktr use?

Response: No.

e. Please define which Phase(s) require govt escorts.

Response: Phase 2A & 2B.

Question – Salt Water Diversion.

a. Does the govt know the source of the water intrusion?

Response: The Ocean.

b. Does the govt know if the intrusion is tidal, i.e., does the intrusion ever cease or has a period of cessation?

Response: The intrusion does not appear to be tidal; it appears to be constantly ‘spraying’.

Question – SS Repairs

a. What are the limits, types, qtys, etc of the specified 3rd party welding inspections?

Response: All welds shall be inspected by a 3rd party weld inspector.

Question – Fencing

a. Please specify the coating requirements for fencing and its components (e.g., oz/sf, PVC coated, etc).

Response: All fasteners shall be 300 series stainless steel. All other components shall be hot dipped galvanized.

Question – Refer to spec section 01 32 17.00 25‐1.5. Is Oracle P6 the only acceptable scheduling software?

Response: Yes.

Question – Refer to spec section 01 35 26.00 22‐3.5.1. Is a stair tower/system the only option for safe access to scaffolding on PNSY projects?

Response: All scaffolding and access to scaffolding shall comply with US ACOE EM 385‐1‐1.

Question – Refer to spec section 01 50 00.00 22. Recent "parking" changes at PNSY dictates that vehicles entering into the CIA can only transport tools, equipment, and materials to projects. Once at the project site, these are to be offloaded and the vehicle is to be driven out of the CIA to onbase OR off‐base parking. Please clarify/confirm this new requirement.

Response: Spec section 01 50 00.00 22 is correct as written.

Question – Refer to spec section 02 83 13.00 22. During site walk, it was noted that there are no hazardous materials on this project (lead, ACM, mercury, etc). Please confirm.

Response: Sampling of paint revealed levels of lead, cadmium and hexavalent chromium are non‐detect or below OSH controls trigger thresholds.

Question – Refer to spec section 03 01 30.71‐ 3.5.

a. Is a 3rd party inspection/testing firm required?

Response: No.

b. For all testing, please provide sampling sizes, qtys, etc Response: All testing shall be per the referenced ASTM specifications.

c. If Ktr is using a pre‐mixed/bagged mix, are these field tests still required?

Question – Refer to spec section 09 97 13.26.

a. Are only SSPC QS1 and QC1 Ktrs permitted to perform this scope?

Response: All Contractors and Subcontractors that perform surface preparation or coating application must be certified to SSPC QP 1 and SSPC QS 1 for field application.

b. May the PCS be 2nd tier?

Response: Yes.

c. Is a test panel(s) required for this project?

Response: Yes.

d. For bidding purposes, is the surface profile to be 3.0mil max?

Response: Assume the surface profile will be between 3.0 mils and 8.0 mils Question – Refer to Phasing Plans, Sheet 1.

a. Whom will be responsible for removing and re‐installing the floor grating?

Response: The contractor.

b. If the answer above is the Ktr, where may they be placed?

Response: They must be stored within the work area/laydown area, or offsite.

c. If the answer above is the existing structure nearby (e.g., concrete suspended slab), is the structure strong enough to support the storage of these grates?

Response: The mezzanine level is rated for a 150 PSF OR 2 ton forklift (10,500 lb max axle load).

d. Will the 5,000sf "laydown" on the DD floor be available for ALL phases?

Response: No. The 5,000 sf laydown is only available during Phase 1. Phase 2 laydown must be contained within the project work area.

e. Does the temporary sound/dust barrier get installed for ALL Phases (including Phase 1)?

Response: Yes.

f. Is this "barrier" the Class 1 containment noted in spec section 09 97 13.26?

Response: The sound barrier is intended to be an additional barrier aside from the Class 1 containment.

It is acceptable to combine the two provided requirements for each are met.

g. Regarding the Class 1 containment, specs note one purpose is to house the blasted grit. After the ktr is done with the grit, does it need to go to B357 before leaving base or some other protocol?

Response: Dispose of used abrasive off Government property in accordance with Federal, State, and Local mandated regulations and PNSY HazMat disposal requirements. Recycle abrasive to minimize quantities for disposal.

Question – Refer to Phasing Plans, Sheets 2 and 3.

a. Is a sound/dust/containment barrier needed at column line C, from columns 2 through 6?

Response: A sound/dust/containment barrier is required around the perimeter of the work area.

b. Regarding Option 2, please provide more information/details on the desired wall to be constructed for conformity of bids. Also, are the existing doorways and doors to be put back as new?

If so, any hardware desired?

Response: The wall shall be non‐combustible and suitable for a highly corrosive environment that is fully submerged in salt water multiple timers per year. The existing doorways and doors shall be put back as new.

c. What is the load capacity of ALL levels for equipment, materials, etc?

Response: Head end platform (at grade): HS20 Truck OR 300 PSF. Mezzanine: 150 PSF OR 2 ton forklift (10,500 lb max axle load).

d. How are the grates fastened to the support structure and will these fasteners need to be replaced as new?

Response: Grates are fastened to the support structure with grating clips. Any damaged fasteners shall be replaced.

e. Are any tidal markings present and if so, do they need to re‐instated after?

Response: No known tidal markings exist within this scope of work.

f. What is the fate of the existing MEP conduits, piping, fixtures, hangers, etc? If any of them are active, will an outage be possible during the blasting and coating scope?

Response: Outages will be possible and shall be coordinated during construction.

g. Are the two noted "removable panels" to remain in place during blasting and coating?

Response: Yes.

Question – Refer to Dwg S101.

a. Prior to any repair work (e.g., sawcutting), will Digsafe protocols need to be followed?

Response: Yes.

b. Where are the type D1 repairs located and qtys?

Response: There are no ‘D1” repairs; there is a typo in the notes. All ‘D’ repair quantities are included within the bid schedule. Quantities shown on S101 have been increased for bidding purposes.

c. Is the qty for type D repairs meant to be in sf vice lf to make up the final 500sf of Bid Item 04 (3,000sf total)?

Response: Yes.

d. Are the column base repairs to be priced as part of the 3,000sf Bid Item 04 or will a separate Item be added via Amendment? Also, what cubic footage qty should be anticipated?

Response: The column base repairs shall be priced as part of the 3,000 sf Bid Item.

e. Is any "edge sealing" desired for any of the repairs (e.g., Type A or B horizontal locations)?

Response: Yes.

f. For bidding purposes, what max depth should be anticipated for Type B, B1, C, and C1 repairs?

Response: Assume 2” depth for B, B1, C, & C1.

Question - Will escorts be required during construction while a boat is in dry dock?

Response: Yes.

Question - Shall the initial bid for 5,000 pounds of reinforcing steel be considered to repair all locations as identified on the Repair Location Plan?

Response: The 5,000 pounds of repair steel shall be considered to repair, at a minimum, all steel repairs shown on the Repair Location Plan, this quantity has been increased for bidding purposes.

Question - How shall additional repairs required be priced once blasting and evaluation been performed ie., will unit prices per be requested or will each individual repair require separate pricing?

Response: Unit prices.

Question - Will the dry dock be flooded for arrival/departure of boats during process of repair work or while shoring will be required to be in place?

Response: The dry dock will be flooded between Phase 1 & 2.

Question - Will any RADCON consideration need to be taken into account with regard to drilling, cutting, chipping of existing concrete for the repair work being performed?

Question - Are the fabricator AND erector required to be AISC Certified?

Question - Is there a domestic material requirement for this project?

Response: See FAR Clause 52.225‐9 in the solicitation.

Question - Will X‐Ray of existing utilities, conduits, rebar, etc. be required prior to drilling, cutting, chipping of existing concrete?

Question - Is use of the freight elevator by Contractors permitted during construction? IF so, what is the capacity of the freight elevator?

Response: No.

Question - Will it be acceptable to prime the steel immediately after blasting, but prior to inspection to avoid the need to re‐blast the steel due to the long exposure time expected between repairs?

Response: This is acceptable to the Government, however, this question should be directed to the Engineer of Record who will be performing the condition assessment.

Question - Is new reinforcing steel required to be blasted and / or coated prior to installation? If so, please provide applicable specification.

Response: No; new reinforcing steel for concrete repairs does not need to be blasted or coated prior to installation.

Question - Please confirm that the bid due date of August 24th stated on page 6 of 54 in section 00010 is incorrect, and the stated date of August 29th on Form 1442 is correct.

Response: Bids are due August 29th.

Question - Does the steel inspector Professional Engineer have to registered in the State of Maine?

Response: No.

Question - Can the concrete repair items be separated into individual unit price items so changes in actual pay quantities will be easier to deal with during construction?

Question - A) Refer to spec section 03 01 30.71- 3.5.

Is a 3rd party inspection/testing firm required?

Response: Yes; refer to specification section 01 45 00.00 20, part 1.12, including subparts 1.12.1 through 1.12.5

B) For all testing, please provide sampling sizes, qtys, etc Response: Sampling size, quantities, and methods shall be in compliance with the applicable ASTM standards cited in specification sections 01 45 00.00 20 and 03 01 30.71. RE: Number or frequency of sampling and testing, see below:

Summary of the minimum required submittals, sampling and testing for Concrete Rehabilitation

(Reference Specification Sections 01 45 00.00 20 and 03 01 30.71)

01 45 00.00 20

1.12 Accreditation of the testing agency and its staffing – Submit with QC Plan. Resubmit if agency, location of test facility or staffing changes during the course of the work

03 01 30.71

Aggregates – ASTM 33, ASTM C295 and, as applicable, ASTM C227 or ASTM C1260 . Submit with initial concrete and mortar mix submittals, and resubmit if source changes during the course of the work.

Polymer Modified Portland Cement (PMC) Materials Manufacturer – Submit documentation showing the material is manufactured by and a company specializing in manufacturing the products specified in this Section with minimum of ten years of documented experience. Submit with initial concrete and mortar mix submittals, and resubmit if source changes during the course of the work.

Approved Applicator – It is required that the applicator is a company specializing in concrete repair with minimum of five years documented experience and is an approved applicator for the materials manufactured. The applicator shall provide the Contracting Officer with a minimum of 3 job references where they have successfully patched deteriorated concrete with PMC patches. Submit with initial concrete and mortar mix submittals, and resubmit if applicator changes during the course of the work.

PMC Mortar –

Submit Manufacturer’s Instructions with initial concrete and mortar mix submittals, and resubmit if product changes during the course of the work

Submit test reports on mortar cubes for each day PMC mortar is used in the work.

PMC Concrete –

Concrete Mixture Proportions o Submit copies of test reports by independent test labs conforming to ASTM C 1077 showing that the mixture has been successfully tested to produce concrete with the properties specified and that mixture will be suitable for the job conditions. Test reports shall be submitted along the concrete mixture proportions. Obtain approval before concrete placement.

o Fully describe the processes and methodology whereby mixture proportions were developed and tested and how the proportions will be adjusted during progress of the work to achieve, as closely as possible, the designated levels of relevant properties.

Submit Manufacturer’s Instructions if using a bagged product with initial concrete and mortar mix submittals, and resubmit if product changes during the course of the work

Submit test reports on concrete strength cylinders for each day PMC concrete is used in the work.

Perform tensile strength, flexural strength and freeze thaw durability tests with the proposed PWC

Concrete mix. Submit results prior to proceeding with repair work. Retest and resubmit if substrate, preparation, materials or methods change during the course of the work.

Perform a Bond Strength test with the proposed materials and methods on site with the prepared substrate to demonstrate compliance. Submit results prior to proceeding with repair work. Retest and resubmit if substrate, preparation, materials or methods change during the course of the work.

Vertical/Overhead Concrete Repair Material –

Submit Manufacturer’s Instructions with initial concrete and mortar mix submittals, and resubmit if product changes during the course of the work

Submit test reports on for each day Vertical/Overhead Concrete Repair Material is used in the work.

Cementitious Underwater Grout –

Submit Manufacturer’s Instructions with initial concrete and mortar mix submittals, and resubmit if product changes during the course of the work

Submit test reports for each day Cementitious Underwater Grout is used in the work.

NOTE: This Summary of the minimum required submittals, sampling and testing for Concrete Rehabilitation is intended to clarify the requirements for submittals and testing. It does not diminish the requirements cited in the applicable specification sections

C) If Ktr is using a pre-mixed/bagged mix, are these field tests still required?

Response: Yes

Refer to spec section 09 97 13.26.

D) May the PCS be 2nd tier?

Response: Yes

E) For bidding purposes, is the surface profile to be 3.0mil max?

Response: Requirements for surface profile are indicated in Section 09 97 13.26, part 3.6.5.

Question - The summary of work calls for a permanent solution to water intrusion, and a diversion system installed.

Is this meant for the entire perimeter to be engineered from base of DD2 to top of elevation 106? How can we price something without a current design or any calculations for hydraulic pressure, water table, soils behind the structure, etc.?

Response: The intent of this item of work is to halt/divert the water from spraying/flowing directly onto the structural steel members. Your installation shall be permanent but is not expected to stop the water intrusion only redirect it from the steel members being negatively impacted by the constant exposure to the flow.

SECTION 00010 - SOLICITATION CONTRACT FORM

CLIN 0002

The CLIN description has changed from Replace Exterior Lighting to Option 1 - Replace Exterior

Lighting.

The option status has changed from No Status to Option.

CLIN 0003

The CLIN description has changed from Replace Exterior Wall to Option 2 - Replace Exterior Wall.

The option status has changed from No Status to Option.

SECTION 00700 - CONTRACT CLAUSES

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

52.219-8 UTILIZATION OF SMALL BUSINESS CONCERNS (NOV 2016)

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

HUBZone small business concern means a small business concern, certified by the Small Business Administration, that appears on the List of Qualified HUBZone Small Business Concerns maintained by the Small Business

Administration.

Service-disabled veteran-owned small business concern--

(1) Means a small business concern--

(i) Not less than 51 percent of which is owned by one or more service-disabled veterans or, in the case of any publicly owned business, not less than 51 percent of the stock of which is owned by one or more service-disabled veterans; and

(ii) The management and daily business operations of which are controlled by one or more service-disabled veterans or, in the case of a service-disabled veteran with permanent and severe disability, the spouse or permanent caregiver of such veteran.

(2) Service-disabled veteran means a veteran, as defined in 38 U.S.C. 101(2), with a disability that is service-connected, as defined in 38 U.S.C. 101(16).

Small business concern means a small business as defined pursuant to Section 3 of the Small Business Act and relevant regulations promulgated pursuant thereto.

Small disadvantaged business concern, consistent with 13 CFR 124.1002, means a small business concern under the size standard applicable to the acquisition, that--

(1) Is at least 51 percent unconditionally and directly owned (as defined at 13 CFR 124.105) by--

(i) One or more socially disadvantaged (as defined at 13 CFR 124.103) and economically disadvantaged (as defined at 13 CFR 124.104) individuals who are citizens of the United States; and

(ii) Each individual claiming economic disadvantage has a net worth not exceeding $750,000 after taking into account the applicable exclusions set forth at 13 CFR 124.104(c)(2); and

(2) The management and daily business operations of which are controlled (as defined at 13.CFR 124.106) by individuals, who meet the criteria in paragraphs (1)(i) and (ii) of this definition.

Veteran-owned small business concern means a small business concern--

(1) Not less than 51 percent of which is owned by one or more veterans (as defined at 38 U.S.C. 101(2)) or, in the case of any publicly owned business, not less than 51 percent of the stock of which is owned by one or more veterans; and

(2) The management and daily business operations of which are controlled by one or more veterans.

Women-owned small business concern means a small business concern--

(1) That is at least 51 percent owned by one or more women, or, in the case of any publicly owned business, at least

51 percent of the stock of which is owned by one or more women; and

(2) Whose management and daily business operations are controlled by one or more women.

(b) It is the policy of the United States that small business concerns, veteran-owned small business concerns, service-disabled veteran-owned small business concerns, HUBZone small business concerns, small disadvantaged business concerns, and women-owned small business concerns shall have the maximum practicable opportunity to participate in performing contracts let by any Federal agency, including contracts and subcontracts for subsystems, assemblies, components, and related services for major systems. It is further the policy of the United States that its prime contractors establish procedures to ensure the timely payment of amounts due pursuant to the terms of their subcontracts with small business concerns, veteran-owned small business concerns, service-disabled veteran-owned small business concerns, HUBZone small business concerns, small disadvantaged business concerns, and women-owned small business concerns.

(c) The Contractor hereby agrees to carry out this policy in the awarding of subcontracts to the fullest extent consistent with efficient contract performance. The Contractor further agrees to cooperate in any studies or surveys as may be conducted by the United States Small Business Administration or the awarding agency of the United

States as may be necessary to determine the extent of the Contractor's compliance with this clause.

(d)(1) The Contractor may accept a subcontractor's written representations of its size and socioeconomic status as a small business, small disadvantaged business, veteran-owned small business, service-disabled veteran-owned small business, or a women-owned small business if the subcontractor represents that the size and socioeconomic status representations with its offer are current, accurate, and complete as of the date of the offer for the subcontract.

(2) The Contractor may accept a subcontractor's representations of its size and socioeconomic status as a small business, small disadvantaged business, veteran-owned small business, service-disabled veteran-owned small business, or a women-owned small business in the System for Award Management (SAM) if--

(i) The subcontractor is registered in SAM; and

(ii) The subcontractor represents that the size and socioeconomic status representations made in SAM are current, accurate and complete as of the date of the offer for the subcontract.

(3) The Contractor may not require the use of SAM for the purposes of representing size or socioeconomic status in connection with a subcontract.

(4) In accordance with 13 CFR 121.411, 124.1015, 125.29, 126.900, and 127.700, a contractor acting in good faith is not liable for misrepresentations made by its subcontractors regarding the subcontractor's size or socioeconomic status.

(5) The Contractor shall confirm that a subcontractor representing itself as a HUBZone small business concern is certified by SBA as a HUBZone small business concern by accessing the System for Award Management database or by contacting the SBA. Options for contacting the SBA include--

(i) HUBZone small business database search application Web page at http://dsbs.sba.gov/dsbs/search/dsp_searchhubzone.cfm; or http://www.sba.gov/hubzone;

(ii) In writing to the Director/HUB, U.S. Small Business Administration, 409 3rd Street, SW., Washington DC

20416; or

(iii) The SBA HUBZone Help Desk at hubzone@sba.gov.

(End of clause)

52.228-5 INSURANCE--WORK ON A GOVERNMENT INSTALLATION (JAN 1997)

(a) The Contractor shall, at its own expense, provide and maintain during the entire performance of this contract, at least the kinds and minimum amounts of insurance required in the Schedule or elsewhere in the contract.

(b) Before commencing work under this contract, the Contractor shall notify the Contracting Officer in writing that the required insurance has been obtained. The policies evidencing required insurance shall contain an endorsement to the effect that any cancellation or any material change adversely affecting the Government's interest shall not be effective (1) for such period as the laws of the State in which this contract is to be performed prescribe, or (2) until

30 days after the insurer or the Contractor gives written notice to the Contracting Officer, whichever period is longer.

(c) The Contractor shall insert the substance of this clause, including this paragraph (c), in subcontracts under this contract that require work on a Government installation and shall require subcontractors to provide and maintain the insurance required in the Schedule or elsewhere in the contract. The Contractor shall maintain a copy of all subcontractors' proofs of required insurance, and shall make copies available to the Contracting Officer upon request.

252.201-7000 CONTRACTING OFFICER'S REPRESENTATIVE (DEC 1991)

(a) "Definition. Contracting officer's representative" means an individual designated in accordance with subsection

201.602-2 of the Defense Federal Acquisition Regulation Supplement and authorized in writing by the contracting officer to perform specific technical or administrative functions.

(b) If the Contracting Officer designates a contracting officer's representative (COR), the Contractor will receive a copy of the written designation. It will specify the extent of the COR's authority to act on behalf of the contracting officer. The COR is not authorized to make any commitments or changes that will affect price, quality, quantity, delivery, or any other term or condition of the contract.

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been added by full text:

REPLACEMENT WAGE DETERMINATION

General Decision Number: ME170095 08/18/2017 ME95

State: Maine

Construction Type: Building

County: York County in Maine.

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 $10.20 for calendar year 2017 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January

1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.20 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2017.

The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date

0 08/11/2017

1 08/18/2017

CARP1996-006 04/01/2017

Rates Fringes

CARPENTER (Includes Drywall

Hanging, Form Work, and Metal

Stud Installation)...............$ 23.00 18.94

* ELEC0490-009 06/01/2017

ELECTRICIAN (Includes Low

Voltage Wiring)..................$ 19.56 16.74

ELEV0004-006 01/01/2016

ELEVATOR MECHANIC................$ 54.53 29.985

IRON0007-034 03/16/2017

IRONWORKER (ORNAMENTAL AND

REINFORCING).....................$ 24.32 21.37

LABO0976-007 07/01/2016

LABORER: Common or General

(Industrial Work Only)...........$ 19.96 16.62

PLUM0131-002 06/01/2016

PLUMBER (Includes HVAC Pipe

Installation)....................$ 31.20 21.30

SUME2014-028 01/31/2017

BRICKLAYER.......................$ 30.42 2.94

CEMENT MASON/CONCRETE FINISHER...$ 17.65 5.01

INSULATOR - MECHANICAL

(Duct, Pipe & Mechanical

System Insulation)...............$ 20.14 2.29

IRONWORKER, STRUCTURAL...........$ 24.16 17.25

LABORER: Common or General......$ 15.29 4.67

LABORER: Demolition.............$ 18.20 5.05

LABORER: Mason Tender - Brick...$ 19.16 3.56

MILLWRIGHT.......................$ 22.17 7.75

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 39.38 8.55

OPERATOR: Crane.................$ 23.33 0.00

PAINTER (Brush and Roller).......$ 15.38 2.95

PAINTER: Spray..................$ 17.47 2.22

ROOFER...........................$ 20.22 2.09

SHEET METAL WORKER, Includes

HVAC Duct Installation...........$ 17.30 2.35

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 the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010

08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour

Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the

Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the

Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations

Wage and Hour Division

U.S. Department of Labor

200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator

(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator

U.S. Department of Labor

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative

Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board

U.S. Department of Labor

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

(End of Summary of Changes)