N3319121R4021 - Amendment 0003 (Combined).pdf

ACQR5890056

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

N3319121R4021 D-B Construct Military Boat Storage Facility, Romania

See Page 2 for description of amendment.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 5

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

16C. DATE SIGNED

BY 02-Dec-2021

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 N3319121R4021

X 9B. DATED (SEE ITEM 11)

29-Oct-2021

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

02-Dec-2021

CODE

NAVFAC EUROPE AFRICA CENTRAL

VIALE PORTO CAPODICHINO

NAPOLI 80144

N33191 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N3319121R4021

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:

AMENDMENT 0003

The purpose of the subject amendment is to respond to Pre-Proposal Inquiries.

Pre-Proposal Inquiry 1 (UPDATED):

“RFP-Attachment 1 (PTS), page 35 of 35” is referencing to “Appendix A: Supplemental Plans and Photos”, but it is not available. Please provide the missing “Appendix A: Supplemental Plans and Photos”.

If Appendix A is not including legible version of the Site plans shown on page 11, 14 and 15 of the “RFP

Attachment 1-PTS”, please separately provide all the site plans as scaled and with legible mark ups and legend.

Please show all the utility tie-in points where the new utilities need to be connected.

Pre-Proposal Inquiry 1 (UPDATED) Response:

See the updated Appendix A section which has the photos of the existing site and the utility maps.

Pre-Proposal Inquiry 20:

Per RFP-Attach1-PTS/page10&11of 35/para. 3.2 Base Bid - Site Plan (Mangalia), please answer the below questions:

a) Para. 3.2 Base Bid of PTS requires construction of new concrete pad with an approximate area of 2800 m² (to include the area around the designed boat ramp). In reference to Preliminary hanger design drawing provided with

Amendment 001 (Drawing ref. no: SK-02-r0), the size of concrete apron to be constructed as part of this contract for each hanger is stated as 20’x160’ (equal to approx. 298 m2. This means total 596~600m2 concrete apron to be constructed for 2 each apron). It is understood that the concrete pavement to be constructed around the designed boat ramp is approx. 2200 m² (2800 m2-600 m2) As government provided very limited information with the PTS and

Govt did not provide a scaled and informative conceptual drawing, please confirm our above stated understanding related to area of the concrete pads for the hangers and concrete pavement around the boat ramp.

b) During the site visit held on 17 Nov 2021 for Mangalia site, It was seen that large amount of the roadway shown on sketch in PTS-page 11 of 35, is new and in good condition. Please clarify whether the existing roadway to be renewed. 350m roadway required by the PTS could not be defined during the site visit.

c) Please clearly describe what type of development is required for the access by people and vehicles to the new facilities.

Pre-Proposal Inquiry 20 Response:

a) The concrete pad located in front of the new hangers will be constructed with military labor and is not in the scope of this contract. The pad is shown as a reference for the contractor for the roadway construction.

b) Existing roadways to the boat ramp should be existing to remain. Contractor shall design and route new roadways to utilize the existing roads. The 350m was provided for estimating only and is not an exact quantity.

c) The new boat ramps and roadway accesses shall meet the minimum requirements of the watercraft, trailer, and semi-trucks.

Pre-Proposal Inquiry 21:

In regard to Government’s response to Amendment0001/pre-proposal inquiry no. 2; It is not clear whether

Government did consider the time period needed for contractor’s coordination of the design approval and

Construction permits with Municipality of each project site (or other competent Romanian authority), that will be possible upon Government’s review and acceptance of the Final design.

a) For contractor’s coordination of the design approval and Construction permits with Municipality of each project site; please clarify how many days has Government considered after the milestone “Government’s review and acceptance of the Final design (Award+134 days)”.

b) As contractors have no control on Romanian authorities, please clarify how the delays(if any) in review/ approval/response period of the Romanian Authorities will be compensated.

Pre-Proposal Inquiry 21 Response:

a) Due to the aggressive timelines. The US Government anticipates a review period of 14-21 calendar days for each submission.

b) The US Government also has no control over the Romanian authorities, but can engage if excessive timelines occur.

Pre-Proposal Inquiry 22:

Please clarify whether contractor is responsible for final utility connections from the hangers to the connections to be constructed by the contractor within one foot of the hangers/new buildings.

Pre-Proposal Inquiry 22 Response:

The contractor shall be responsible for making the final utilities connections within one foot of the new hangers pads.

Pre-Proposal Inquiry 23:

General question for all project sites:

Please clarify if there is designated area by US Navy or Romanian military, to dispose the materials to be collected from clearing, grubbing and demolish works. In general, the place for disposal all the materials resulted from demolish or clearing the areas are designated by the clients at the beginning in the Authorization (Autorizatia de construire).

We have contacted with the local Municipalities to have information about the current fees that will apply for this potential works. But no information provided due there is no validated formal procedure started with this contract.

We understand the costs may be huge if pre-coordination related to disposal site is not made by the end user/client.

For example, if we deposit all those materials in a disposal facility, the prices are (without transportation) around 20

Euro per ton. Considering 58,500m2 for Mangalia site, and 8,000m2 for each of Tulcea and Babadag sites, the disposal fee will highly increase proposal prices.

Please advise under which conditions the contractors should make their acceptance on this matter.

Does Romanian Military have designated disposal area at each site?

Is the Romanian military (hence the contractor) authorized to use the local disposal area for free?

Pre-Proposal Inquiry 23 Response:

It shall be the responsibility of the contractor to remove all demolished materials from the clearing and grubbing.

The contractor may reuse soils on site for grading.

Pre-Proposal Inquiry 24:

Due to unknown details is there a possibility we can extend the due date for the proposal in order to provide a more accurate proposal.

Pre-Proposal Inquiry 24 Response:

Propsal due date was extended in Amendment 0002.

Pre-Proposal Inquiry 25:

In reference to RFP Attachment 1-PTS/page 10 of 35/Paragraphs 3.2 Base Bid - Site Plan (Mangalia), Clearing, grubbing, and grading of 58500 m² of land.

Please answer the following question:

Please clarify if there are any existing underground utilities on the specified land? If there are any, could you please inform us about the type, location, and depth (from the surface) of the lines?

Pre-Proposal Inquiry 25 Response:

See the updated Appendix “A” section which includes a plan that outlines the known utilities. Contractor must provide utility locates prior to excavation.

Pre-Proposal Inquiry 26:

In reference to RFP Attachment 1-PTS/page 10 of 35/Paragraphs 3.2 Base Bid - Site Plan (Mangalia), Project also includes the construction of a new standard running track with centralized football field.

Please clarify which standards we should consider?

Please clarify which standards we should consider?

Pre-Proposal Inquiry 26 Response:

Refer to PPI 16 response.

Pre-Proposal Inquiry 27:

In reference to RFP Attachment 1-PTS/page 10 of 35/Paragraphs 3.2 Base Bid - Site Plan (Mangalia), Project also includes the construction of a new standard running track with centralized football field.

If it is possible, please provide more specific information about this work item.

Pre-Proposal Inquiry 27 Response:

Refer to PPI 16 response.

Pre-Proposal Inquiry 28:

1) As per SOW drawings we could se that there are two hangars in Mangalia and two hangars in Tulcea while in Babadag there is no hangars. As much as we understood there are in total 4 hangars and as per amendment 001, hangars have to be with metallic frame and fabric membrane. Do we have to supply and construct or just to design these hangars?

2) Do we need to supply and install MPE in hangars or just to design?

3) What type of flooring has to have these hangars?

4) Roadways does have to be with asphalt or any other material. If yes, do we have to supply the asphalt and other materials for roadway build?

5) Does concrete pad are monoliths or pre-fabricated and do we have to supply these pads?

6) Should the tent be berry compliant?

Pre-Proposal Inquiry 28 Response:

1) All three site (Mangalia, Tulcea, and Babadag) have two tension fabric hangers. These structures will be metal framed with a fabric cover. These hangers are shown for reference for the KTR to incorporate in the topographic/geotechnical survey. The purchase and the construction of the hangers IS NOT in the scope of the contract.

2) The MPE inside the hangers will be done by others. The utility connections outside of the hangers will be done as part of this contract and should be included in the bid.

3) The hanger flooring is not in the scope of the contract. Hangers and concrete pad are shown for reference.

4) Roadway to the hangers is part of the scope of this project. The existing roadways are concrete. The KTR is required to provide a new solid surface (asphalt or concrete) roadway (included topographic and geotechnical survey) that is compliance with the watercraft, trailers, and vehicles.

5) No.

6) Hangers are not in the contractor’s scope for this contract.

(End of Summary of Changes)

Romanian Military Boat Storage and Ramp

Multiple Locations, Romania

Mangalia, Romania Babadag, Romania

Tulcea, Romania

31 August 2021

Amendment 003 - Changes in RED

Boat Storage and Boat Ramp– Design and Construction Mangalia, Babadag, Tulcea, Romania

RO-HA-2018-00034824 Page 2 of 35 Version: 002

Table of Contents

1. TAXATION

2. GENERAL DESCRIPTION OF THE PROJECT

2.1 LOCATION OF PROJECT

2.2 LEGAL AND TECHNICAL REQUIREMENTS

2.3 GENERAL CONTRACT DESCRIPTION

2.4 GENERAL PROJECT DESCRIPTION

2.5 CONSTRUCTION PERMIT OR AUTHORIZATION – CONSTRUCTION PERMIT

2.6 MEASUREMENTS AND QUANTITIES

2.7 Design Phase - General

2.8 Construction Phase - General

2.9 APPLICABLE REQUIREMENTS / STANDARDS

3 GENERAL SCOPE OF WORK OF BASE BID AND OPTIONS

3.1 General Basis of Design for Base Bid and Options

3.2 Base Bid - Site Plan (Mangalia)

3.3 Contract Option 1 – Basis of Design and Site Plan (Babadag)

3.4 Contract Option 2 – Basis of Design and Site Plan (Tulcea)

3.5 Demolitions and elements interfering with the new construction

3.6 Exterior pavements and sidewalks

3.7 Partial Development of Plot of Land (58,500 m²)

3.8 General Design/Construction Requirements for the New Facility

3.9 General Requirements for the New Boat Storage Facilities

3.10 COMMEMORATIVE PLAQUE:

4. PROCEDURE AND GENERAL CONTRACT REQUIREMENTS AND GUIDELINES

4.1 PRINCIPLES

4.2 PROHIBITED ITEMS

4.3 START OF CONSTRUCTION

4.4 RESPONSIBILITY FOR NEW MATERIALS

4.5 DESIGN

4.6 DESIGN-BUILD PROCEDURE

4.7 CONSTRUCTION/DESIGN SCHEDULE AND CONTRACTUAL MILESTONES

4.8 CONSTRUCTION SCHEDULE (BAR CHART IS AUTHORIZED)

4.9 SAFETY: ACCIDENT PREVENTION PLAN

4.10 COORDINATION

4.11 SPECIAL SITE CONDITIONS

4.13 SUBMITTALS – TECHNICAL INFORMATION

4.14 DELIVERABLE

4.15 PICTURES

4.16 CERTIFICATIONS, LICENSES, PERMITS, FEES, ETC

4.17 QUALITY CONTROL PLAN

4.18 PAYMENT

4.19 SCHEDULE OF PRICES

4.20 UTILITIES

4.21 DAMAGES/IMPACT TO EXISTING FACILITIES

4.22 CLEANING

4.23 WARRANTY AND TRAINING

4.24 CLOSE-OUT PROCEDURE

-/-/-/-/-/-/-/- END OF TECHNICAL SPECIFICATION -/-/-/-/-/-/-/-/-

APPENDIX A: SUPPLIMENTAL PLANS AND PHOTOS

RO-HA-2018-00034824 Page 3 of 35 Version: 002

1. TAXATION

This construction/renovation contract is exempt from VAT. The contractor is required to coordinate with the US Embassy and with competent Romanian authorities in order to obtain the VAT TAX EXEMPTION that applies to this contract. Contractor is required to make all necessary coordination and to allow for time for approval of the VAT Tax Exception.

2. GENERAL DESCRIPTION OF THE PROJECT

2.1 Location of project

The project is located in the cities of Mangalia, Babadag, and Tulcea, Romania. See the map below for the exact city locations. See the figure below for the individual site locations of the plots of land for the boat storage units and boat ramp.

Location of Mangalia, Babadag, and Tulcea within Romania

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2.2 Legal and Technical Requirements

The project execution is based on the following principles:

- Strict compliance with American Contracting Regulations, including the contracting requirements of the Department of Defense, the US Navy and the US Naval Facilities Engineering Command (NAVFAC).

- The contractor shall execute the work required by the scope of this contract in accordance with Romanian Parliament adopted Law 50/1991 from 29 July 1991 regarding Authorization for the Execution of Constructing Projects (last Amendment from 15 August 2020), Law 10/1995 from 18 January 1995 regarding Quality Adherence in Constructions (last Amendment from 12 July 2021), as well as, in accordance with the Romanian Ministry of National Defense Order Nr. M 87 from 27 April 2021 regarding Fire Protection Measures.

- Compliance with technical and administrative requirements described in this document.

2.3 General Contract Description

This document is a Performance Technical Specifications (PTS) for a full Design-Build project. This PTS includes a description of the required finished work.

This is a design-build contract. This means that the contractor is responsible to:

- Make necessary designs as required by this PTS for the different items of work

Tulcea

Badadag

Mangalia

RO-HA-2018-00034824 Page 5 of 35 Version: 002

- Obtain NAVFAC’s acceptance of the designs and the approval of the Municipality of Mangalia, Babadag and Tulcea (or other competent Romanian authority).

- Obtain required formal approvals from competent and required Romanian authorities, including the necessary expert review by third party company as required by Romanian regulations, which shall be paid by the contractor.

- Execute the construction works

- Obtain the acceptance of NAVFAC and the partial and final approval by the competent and required Romanian authorities and third party experts for the executed construction works.

Note: The contract includes third party review of all items of work which are required by Romanian regulations. In case the Romanian regulations do not allow for the contractor to be the client for this independent review, the contractor shall pay for the third party review and assign a different party as the client for this independent company, which could be the Contracting Officer Representative or other agency authorized by the Contracting Officer (i.e. the Municipality of Mangalia).

Note: The contractor needs to be familiar with the regulations of Romania, in order to account for the different required permits, urban planning, reviews and authorizations for new construction works.

2.4 General Project Description

The contract is divided into a Base-Bid and 2 Contract Options. In general terms, the works include the following items of work:

- Base-Bid: Provide a complete design to include a grading plan for utilities, concrete pad, parking lot, roadway extension, pavement connections, and boat ramp for the new boat storage and ramp in Mangalia Military Base, Romania. Provide construction services for the earthwork grading, utilities, utility connections, parking lot, outdoor track, and roadways extension and connections.

- Contract Option-1: Provide a complete design to include a grading plan for utilities, concrete pad and roadway for the new boat storage area in Babadag, Romania. Provide construction services for the earthwork grading, utilities, utility connections, and roadways extension/connections.

- Contract Option-2: Provide a complete design to include a grading plan for utilities, concrete pad and roadway for the new boat storage area in Tulcea, Romania. Provide construction services for the earthwork grading, utilities, utility connections, and roadways extension/connections.

RO-HA-2018-00034824 Page 6 of 35 Version: 002

BASE-BID

DESIGN AND

CONSTRUCTION

SERVICES FOR BOAT

STORAGE AND RAMP

IN MANGALIA,

ROMANIA

CONTRACT

OPTION-1

DESIGN AND

CONSTRUCTION

SERVICES FOR BOAT

STORAGE IN BABADAG,

ROMANIA

CONTRACT

OPTION-2

DESIGN AND

CONSTRUCTION

SERVICES FOR BOAT

STORAGE IN TULCEA,

ROMANIA

2.5 Construction Permit or Authorization – Construction Permit

The contractor shall obtain formal written authorization from the competent Romanian authority to perform the works included in the scope of work of this project.

Note: The work will be executed on Romanian military bases. The contractor shall coordinate with the Municipalities (including the Romanian Military) for each base for the required procedures for a construction company to perform the design and construction work. It is absolutely necessary that the contractor is familiar with the Romanian bureaucratic procedures to obtain approval for the land availability, designs, renovation, construction, alternations and improvements included in this contract.

The contractor is required, as part of this contract, to prepare all documentation, designs, reports, information, drawings, coordination and approvals by experts or monitoring entities, and everything that may be necessary as required by Romanian regulations, in order to obtain the necessary Construction Permits. This includes providing technical information to the Municipality, which may be required for merging the two plots of land within one. The contractor is responsible to pay for any third party inspection or expertise that may be required by Romanian regulations for the scope of work of this project. The contractor shall be familiar with these requirements in order to prepare their bids, regarding the obligatory administrative and technical procedures in Romania.

As previously stated, the contract includes third party review of all items of work which are required as per Romanian regulations. In case the Romanian regulations do not allow for the contractor to be the client for this independent expert company, the contractor shall pay for the third party review and assign a different party as the client for this independent company, which could be the Contracting Officer Representative or other agency authorized by the Contracting Officer (i.e.

Municipality of Mangalia)

No work shall be performed until the contractor shows verifiable evidence that they have obtained all the necessary permits for each element of work included in this contract. This shall be certified by the third party independent monitoring entity.

2.6 Measurements and Quantities

This contract complies with the US Contracting Regulations, and as such, measurements and quantities of materials and work are not provided, and if any are provided, the contractor shall be responsible to verify on site. The contractor needs to visit the job site in order to perform the necessary measurements and to observe the existing field conditions in order to prepare their cost

RO-HA-2018-00034824 Page 7 of 35 Version: 002 proposal. The contractor should be familiar with the geotechnical conditions in Mangalia, Babadag, and Tulcea with the seismic technical requirements in order to account for the necessary foundations and building structure which are required in compliance with Romanian regulations. For estimating purposes, the contractor shall estimate that the existing soils are the worst (least favorable) existing in Mangalia for the foundation and structure design.

The contractor shall investigate and obtain geotechnical reports from recently completed construction projects in order to prepare their cost proposal. The US Government is not responsible for any mistake in the contractor’s measurements or assumptions of field conditions, including soil conditions.

2.7 Design Phase - General

The designs shall be prepared in compliance with applicable construction codes, applicable urban planning in this area of Mangalia and construction practices in Romania. The contractor shall hire the services of an architect (or architectural firm) licensed in Romania to design all works, as detailed in this document. At the same time, after obligatory coordination with the Municipality of Mangalia, the contractor shall hire (and pay for) the services of a “Revision Entity - Expertise” authorized by the Government of Romania to supervise and approve each phase of the design and the construction, including final commissioning and acceptance of the facility. This company shall report directly to the US Government representative and the beneficiary if required by the Romanian regulations, but all their services shall be paid by the contractor.

The design shall comply with all applicable regulations in Romania for the scope of work of this contract and the following UFCs and codes.

• UFC 4-152-07 Design Small Craft Berthing Facilities.

• UFC 4-152-01 Design, Piers and Wharves.

• UFC 1-200-01 General Building Requirements.

• UFC 3-301-01 Structural Engineering.

• International Building Code IBC 2009.

• COE EM 1110-2-1100 Coastal Engineering Manual.

• ACI 318 Building Code Requirements for Structural Concrete.

• ASCE 7-10 Minimum Design Loads for Buildings and Other Structures.

• TR-3103-SHR Seismic Criteria for California Marina Oil Terminals.

• Seismic Design of Waterfront Retaining Structures by Eberling & Morrision, 1992.

The contractor’s final designs shall be signed, stamped and certified by a licensed architect in Romania, it shall be approved by an authorized “Revision Entity - Expertise” and it shall be approved by the competent Romanian authorities for construction projects in public property before its construction is authorized to start. The level of detail of the design (extent of specifications, number and size of drawings, calculations,…) shall be sufficient to verify the compliance with the requirements of this contract and as required by the regulations of Romania and of the competent Romanian authorities for this particular project.

2.8 Construction Phase - General

The construction shall follow the designs and technical projects prepared by the architect and for which the contractor shall obtain the corresponding construction permits or authorizations.

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The architect who prepares the designs shall visit the site for every important and relevant phase of work, to partially accept the completed works. Despite the requirements of the Romanian regulations for the visits of the designer, once the works start, the architect shall visit the site as a minimum once every week.

Two weeks in advance of each site visit of the architect, the contractor shall inform ODC Romania and the beneficiaries (Mangalia Municipality) of the planned arrival time to the job site.

In addition to these minimum weekly visits, the architect shall visit the site when the Contracting Officer Representative (COR) visits the sites, estimated at once every two months.

In addition to these visits, the third party experts that may be required will visit the site as required by Romanian regulations, and also when the COR visits the site.

No work shall be accepted until the Final Act of Acceptance is provided.

2.9 Applicable Requirements / Standards

The project is based on the principle of strict compliance with Romanian technical and administrative regulations, with US Contracting Regulations and with Romanian Safety regulations unless EM 385-1-1 has stricter requirements. In case of conflict between Romanian and US safety regulations, the contractor shall apply Romanian regulations.

In case of conflict between the specific technical requirements of this document (PTS) and NP02297, the technical requirements of this document (PTS) shall take precedence, if, and only if, the technical requirements of this document (PTS) do not violate the requirements of the Romanian legislation.

The work shall meet all requirements of this Request for Proposal (RFP) package. Drawings to be as required in these PTS and with the necessary details and previous approvals (experts or monitoring entities) to submit the designs to the US Government, Local Romanian Administration, final users, contractor’s staff and sub-contractors. Material selection, specifications and installation to be as described in these Performance Technical Specifications (PTS). The Performance Technical Specifications (PTS) are a guideline for the design package:

If an item in the project design is included in the PTS, the requirements of the PTS, applicable local Romanian codes and regulations, and international codes shall govern.

If an item in the project design is NOT included in the PTS, the requirements of applicable local Romanian codes and regulations, and international codes shall govern.

Provide the final work as a complete and usable including all required items not described in this RFP. Technical details, items of work, permits or fees that are not explicitly described in this RFP, but which are necessary to provide a fully operational and finished product shall be considered part of this contract.

Any work not explicitly included in the scope of work of this project, but which is absolutely necessary to have a perfectly operational facility, as required by Romanian regulations, shall be considered and treated as part of the requirements of this contract.

Construction Phase - General

RO-HA-2018-00034824 Page 9 of 35 Version: 002

Once the contractor completes the design and they show evidence of formal authorization by the competent local authorities and Monitoring Entity, and the contractor shows that they have completed other administrative contract requirements (Accident Prevention Plan, Quality Control Plan, Schedule,…), the Contracting Officer will inform the contractor that they may start the construction phase of this design-build contract. This notification is called Notice to Proceed or

NTP.

Under this phase, the contractor shall provide all necessary work in order to provide complete and usable facilities, including, but not limited to: Site Grading, Utilities (electrical, plumbing, communications), pavements, and developments of the plots of land. For utility connections coordination with electrical, water, and gas systems, sewage system, finishes and other works as required in order to have a fully operational facility. The contractor shall familiarize with the requirements of the Romanian regulations for construction.

Requirement for Romanian Code and Regulation

The contractor shall request, process and pay for any permits that may be required in accordance with Romanian Law for this type of construction. The contractor shall hire and pay for the services of a “Revision Entity” (or expertise) authorized by the Government of Romanian as required by Romanian Regulations for this type of construction. If it is not allowed for the contractor to hire this third party inspection company, the contractor shall pay but assign the beneficiary or NAVFAC as the client. The contractor shall provide a copy of the pertinent construction permit to be issued by the competent local authorities and approval by the Monitoring Entity of the design, before they are authorized to start work.

For each completed phase of work, as required by Romanian regulations, the contractor shall provide the certificate of the third party monitoring entity in order to process payment for that particular phase of work.

3 GENERAL SCOPE OF WORK OF BASE BID AND OPTIONS

3.1 General Basis of Design for Base Bid and Options

This is a 100% Design Build contract. This means that the US Government is not providing technical projects or detailed measurements, but only sketches to better understand the requirements of this contract. All requirements of this document shall be considered by the design team hired by the contractor in order to prepare their conceptual design and later the full technical project, with the requirements described in this document and those required by the applicable regulations which may not be explicitly described herein.

The contractor shall hire the services of a licensed engineers in Romania to design this project.

The license engineer shall provide a design solution that best meets the requirements of the Romanian military.

The design includes all elements of this document: base-bid and the two contract options.

Depending on how many contract options are awarded, the contractor shall prepare the pertinent designs. However, the US Government shall unilaterally decide the award (or not award) of Contract Option-1 or 2 at the time of award of the Base-Bid, so that only one design and technical project shall be necessary for the boat ramp and storage buildings.

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3.2 Base Bid - Site Plan (Mangalia)

The Base-Bid of the project includes the items of work specified in this paragraph 3 and its subparagraphs, which include the necessary work in order to have an operational boat ramp and storage facility in the given public plot of land. This includes:

- Design and construction of a new concrete pad with an approximate area of 2800 m² (to include the area around the designed boat ramp), a gravel parking area approximately 1926 m², and a roadway approximately 350 m in length for the future boat storage and facility.

Project also includes the construction of a new standard running track with centralized futbol field.

- Provide design services for a new boat ramp. The ramp shall be designed to meet the watercraft specifications outlined below. The boat ramp shall be designed in such a way that sheet piles or a cofferdam are not required. The design shall also include at a minimum 6 heavy duty bollards along the shoreline to be utilized for moorage of the watercraft and a future barge. Utilize the diagram below as a design reference.

Basis for Boat Ramp Design

- Clearing, grubbing, and grading of 58500 m² of land. No fence required in the Base-bid, but clear delimitation of plot of land is necessary (i.e. with simple metal posts at corners of plot of land). It is not required for the complete development of the plot of land, but only the access by people and vehicles to the new facilities. Clearing, grubbing, and grading of the area of the new boat ramp shall also be required. This current area will require the demolition of existing concrete, brick, metal structures, bollards, bushes, and trees.

- Design and Construct the new utilities connecting to the new hangers. Price shall include all electrical, water, and sanitary. Contractor shall make all connections within one foot of the exterior of the new facilities.

- Provide an appropriate roadway and turning radius for the vehicles and boats as outlines in the performance specifications below. Provide lighting around the design boat ramp and concrete pad. Contractor shall also provide lighting per code at the connected roadway area.

The architect hired by the contractor shall place the concrete pads and roadways approximately as shown in the sketch in the following page, but not necessarily exactly where indicated in the

RO-HA-2018-00034824 Page 11 of 35 Version: 002 sketches, in strict compliance with the Romanian base requirements for this area of Mangalia. The sketch below shows a potential layout for the new concrete pads and roadway, as proposed by the Romanian military. However, it shall be the engineer hired by the contractor the one to provide the best and final layout with the required basis of design and limits.

Base Bid Site Plan: Mangalia

New Concrete Pad (boat ramp) area: Minimum 2800 m² New Gravel Parking: Minimum 1926 m² New Roadway: Minimum 3.5 m wide by 350 m in length

Watercraft, Trailer, and the Semi-truck shall be utilized for the basis of design for the concrete pads, roadways, and boat ramps. Utilized the data below for design:

• Max Wheel Load: ~5,000 pounds (107,600 lbs dispersed over 22 wheels).

• Ramp Width: 16-18 feet.

• Ramp Slope: 9 to 11 degrees.

• Water Depth. 8 feet MLLW at end of ramp

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• Relentless Collared Center Console Boat (Manufacturer: Metal Shark) o Length: 33 feet o Width: 10 feet o Weight: ~17,000 lbs o Draft: 2 feet o Trailer Weight: ~3,600 lbs o Prime Mover Weight: ~25,000 lbs

Figure 33’ Relentless Watercraft.

Figure Boatmaster Rough Terrain Trailer

• MK1 Combatant Craft Medium (CCM) o Length: 65 feet, 8 inches o Width: 13 feet, 3 inches.

o Draft. 3 feet, 5 inches.

o Boat and Trailer Weight: 81,600 lbs.

o Trailer Weight: (3 axel, 12 wheels, MYCO Trailer) o Prime Mover Weight: 26,000 (3 axles, 10 wheels, MAC Trucks)

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Figure MK1 Combatant Craft Medium with Trailer and Prime Mover

3.3 Contract Option 1 – Basis of Design and Site Plan (Babadag)

The Base-Bid of the project includes the items of work specified in this paragraph 3 and its subparagraphs, which include the necessary work in order to have an operational boat ramp and storage facility in the given public plot of land. This includes:

- Design of a new concrete pad with an approximate area of 2800 m².

- Clearing, grubbing, and grading of 8,000 m² of land. No fence required in this bid option, but clear delimitation of plot of land is necessary (i.e. with simple metal posts at corners of plot of land). It is not required for the complete development of the plot of land, but only the access by people and vehicles to the new facilities. Remove all existing obstacle course equipment and concrete post.

- Design and Construct the new utilities connecting to the new hangers. Price shall include all electrical, water, and sanitary. Contractor shall make all connections within one foot of the exterior of the new facilities.

- Provide an appropriate roadway and turning radius for the vehicles and boats as outlines in the vehicle and aircraft performance specifications outlined above.

The architect hired by the contractor shall design the concrete pads and roadways approximately as shown in the sketch below, but not necessarily exactly where indicated in the sketches, in strict compliance with the Romanian base requirements for this area of Mangalia. The sketch below shows a potential layout for the new concrete pads and roadway, as proposed by the Romanian military. However, it shall be the engineer hired by the contractor the one to provide the best and final layout with the required basis of design and limits.

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Option 1 Site Plan: Babadag

New Concrete Pad area: Minimum 2800 m² New Roadway: Minimum 3.5 m wide by 50 m in length

3.4 Contract Option 2 – Basis of Design and Site Plan (Tulcea)

The Base-Bid of the project includes the items of work specified in this paragraph 3 and its subparagraphs, which include the necessary work in order to have an operational storage facility in the given plot of land. This includes:

- Design of a new concrete pad with an approximate area of 2800 m².

- Clearing, grubbing, and grading of 8,000 m² of land. No fence required in this bid option, but clear delimitation of plot of land is necessary (i.e. with simple metal posts at corners of plot of land). It is not required for the complete development of the plot of land, but only the access by people and vehicles to the new facilities.

- Design and Construct the new utilities connecting to the new hangers. Price shall include all electrical, water, and sanitary. Contractor shall make all connections within one foot of the exterior of the new facilities.

- Provide an appropriate roadway and turning radius for the vehicles and boats as outlines in the vehicle and aircraft performance specifications outlined above.

The architect hired by the contractor shall design the concrete pads and roadways approximately as shown in the sketch below, but not necessarily exactly where indicated in the sketches, in strict compliance with the Romanian base requirements for this area of Mangalia. The sketch below shows a potential layout for the new concrete pads and roadway, as proposed by the Romanian military. However, it shall be the engineer hired by the contractor the one to provide the best and final layout with the required basis of design and limits.

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Option 2 Site Plan: Tulcea

New Concrete Pad area: Minimum 2800 m² New Roadway: Minimum 3.5 m wide by 50 m in length

3.5 Demolitions and elements interfering with the new construction

The contractor is responsible to complete a site survey the area prior to submission of their bid.

They shall be responsible to clear and grub and demolish anything within the footprint of the project areas as outlined above.

They shall locate and reroute any potential utility line (cables, piping,…) that may interfere with the construction of the new facilities including the new boat ramp.

After award the contractor is responsible to provide geotechnical and topographic surveys of the areas. Existing pavement and gravel sections that interfere with the new construction efforts shall be demolished and brought back to the vegetative state of the adjacent areas.

3.6 Exterior pavements and sidewalks

The contractor shall provide concrete pavements as required from designed ramp to new boat storage facility. Contractor shall utilized the existing main roadway from the water up through the base to the maximum extent possible. Concrete road and pad shall withstand weights and pressures as outlined above for the watercraft, trailer, and semi-truck. Contractor shall provide

RO-HA-2018-00034824 Page 16 of 35 Version: 002 curbs along all new constructed roadways. See the figure below as an example. Concrete pad shall have a 2% slope diverting surface water away from the new facilities.

All paved areas shall be designed by the architect hired by the contractor, and they shall be surrounded with precast concrete curbs embedded in solid concrete foundations.

Design the paved areas with adequate drainage, to avoid any accumulation of surface water.

3.7 Partial Development of Plot of Land – Base Bid (58,500 m²)

The contract in its Base-Bid includes the partial development of the plot of land of 58,500 m². This includes the development necessary for the boat ramp construction. The majority of the development will occur upland and along the perimeter of the base as outlined in the figure below.

- Removing all garbage and gravel and all garbage within the 58,500 m² identified for this project.

- Remove all vegetation not necessary for the future boat ramp, boat storage units, and outdoor track

- Leveling and grading the areas as necessary to provide adequate surface drainage of all areas of the plot of land.

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Figure Hatched area the Contractor shall clean, grub, and grade upland area (Mangalia)

3.8 General Design/Construction Requirements for the New Facility

The contractor shall hire the services of a licensed engineer in Romania to design the utilities, boat ramp, and concrete surfaces including the partial development of the plot of land, in compliance with these technical specifications and in compliance with applicable Romanian regulations. The new utilities and concrete shall also be designed compliance with seismic criteria applicable for this region of Romania as outlined below.

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Figure Romanian Seismic Areas

3.9 General Requirements for the New Boat Storage Facilities

The construction contractor shall be required to provide a design and install exterior utilities as part of this contract. Utilize the site plan below for approximate utility tie in locations.

3.9.1 Water Connection

The plot of land is located in an urban area with all necessary utilities available within 100 meters from the limit of the plot of land. In particular, there are water lines along the main road. The contractor is responsible to bring water to the new facilities from the main water utility network.

Although the existing water utility network pipelines are within 100 meters of the plot of land, the actual point of connection will be determined by the contractor’s designers in coordination with the water supply company. The point of connection will depend on the required water flow and pressure for the water demands of the new facility, including the fire hoses.

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Typical water meter manhole and installation, as the one required for our contract.

The contractor shall prepare a technical project to perform the water connection. For estimating purposes the contractor shall estimate that they will have to intercept an underground water line. At the point of connection the contractor shall provide the necessary valves to isolate the storage facilities from the rest of the water infrastructure.

The contractor shall provide a new water meter with all necessary valves and accessories, as required by Romanian regulations and as required by the particular requirements of the water supply agency or company. All technical and administrative requirements of the water utility company or agency are considered to be requirements of this contract, including the payment for any official tariff or fee that may be required for the connection of new water supply lines.

The water line from the connection point to the new building shall be installed underground. All exterior surfaces damaged by the construction activities, but mainly by the required excavations, shall be restored to their original conditions.

The diameter of the new water line from the connection point to the new building shall be the same diameter as the water line to be intercepted to maximize water pressure and flow into the new building.

3.9.2 Electrical Installation/connection

The plot of land is located in an urban area with all necessary utilities available within 100 meters from the plot of land. The contractor is responsible to connect the new facility to the existing electrical utility network. Although the existing electrical utility network are within 200 meters of the plot of land, the actual point of connection will be determined by the contractor’s designers in coordination with the electrical supply company. The point of connection will depend on the required electrical power for the new facility. For that reason, the actual point of connection may be further than 200 meters from the plot of land. The contractor shall be familiar with the Romanian regulations and the requirements and availability of power of the electrical utility company/agency in the individual cities prior to making assumptions for the location of the point of connection.

The project includes the complete design and installation of a completely new electrical system starting from the point of connection with the electrical utility network proposed by the contractor’s design team and authorized by the electrical supply company. The contractor shall prepare all documents and pay for any necessary connection fees. However, the actual electrical supply contract needs to be signed by the Romanian military installations. The contractor is responsible to

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Typical underground electrical conduit pay and sign the contract exclusively for the temporary electrical connection which the contractor may prepare in order to obtain electrical power for the construction phase of the contract.

The contractor shall consult with the electrical utility company prior to the submission of their offers for the location of this point based on the design electrical demand of the new facility. Provide the new cables up to the new facilities in underground PVC conduits, unless this is not authorized by the utility company. In case it is authorized, the contractor shall provide an underground conduit for the new feeder and a spare empty similar conduit (with pull wire), and they shall provide new necessary exterior concrete manholes to facilitate pulling the cables, or their future replacement in case of malfunction; as well as restoring all exterior surfaces damaged by the construction activities to their original condition.

Provide the necessary electrical protection for the new circuit in the connection point.

Electric Meter: Provide the electric meter and the necessary cabinets, boxes, electrical protection and necessary auxiliary equipment and works in compliance with Romanian regulations and with the requirements of the electrical utility company. Place the electric meter where proposed by the contractor’s designer and allowed by the electrical utility company.

Electrical protection: All circuits shall be protected against lighting, short circuits and against indirect contacts with differential protection.

The contractor shall prepare a full technical project for the electrical installation, including this electrical connection and the required feeder, as required by Romanian regulations and by the electrical utility company (as applicable). The contractor shall be responsible to pay for any official fee or tariff to the utility company that may be required for the scope of work of this project.

The contractor is responsible to pay for the electrical consumption until the day that they obtain the official Act of Acceptance for the new building.

3.9.3 Sewer Connection, sewage installation and vent piping.

Connect all sewer and drainage lines to the nearest sewer manhole, located in the along the street. The contractor is responsible as part of this contract to obtain all necessary permits for the sewer connection.

All exterior sewer lines shall be designed using gravity sewer lines, made of PVC specifically designed by the manufacturer to be used in gravity sewer systems.

The contractor shall provide pre-cast concrete manholes, with internal waterproofing treatment, located as follows.

- At a maximum of 3 meters from the building to where it is connected

- Every change of direction

Minimum size of piping outside the new building, regardless of the requirements of Romanian regulations, shall be 170 mm internal diameter.

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The contractor is responsible to survey the area, not to alter any of the existing underground utility lines.

Restore all surfaces, including paved areas, which will be affected by the contractor’s excavations, to their original condition.

Typical details of the sewage installation, including vent piping to the roof

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Typical similar plaque provided in a recently completed project in Bulgeria

3.10 COMMEMORATIVE PLAQUE:

At the end of the construction works, the contractor shall provide and install 1 commemorative plaque, at a location to be indicated. The plaque shall have the following information engraved on it:

• Colored Flag of Romania

• Colored Flag of the United States of America

• NAVEUR logo

• This text: “The construction of this facility was accomplished as a partnership between the people of the United…