B.08.02.11_Attach_11_-_SEED_Project__1_Package_REVISED_(As_of_Amendment_0008).pdf

DEPARTMENT OF THE ARMY

US ARMY CORPS OF ENGINEERS, EUROPE DISTRICT

KONRAD ADENAUER RING 39

65187 WIESBADEN, GERMANY

21 June 2019

SUBJECT: Request for Proposal (RFP) Amendment for a new Task Order under the FY19 Italy Design Build / Design Bid Build MATOC resulting from RFP W912GB19R0031; Buildings 6A and 6B Renovations Caserma Ederle, Vicenza, Italy (DC-19-0062) - SEED Project #1

RFP Phase Two Offerors:

The purpose of this Amendment is to provide updates to subject project. The updates are highlighted below:

1. Price Schedule:

- Award of options Paragraph Original Text - The Government reserves the right to award options 9-15 up to 180 calendar days following issuance of NTP for the base bid work. Options 1-8 are intended to be awarded with the BASE.

- New Text - The Government reserves the right to award options 5-15 up to 180 calendar days following issuance of NTP for the base bid work. Options 1-4 are intended to be awarded with the BASE.

2. Price and Payment Procedures (01 22 00):

- Options 5, 6, 7, & 8 Original Text - Either option item 0000A or 0000B will be awarded with the base but cannot be awarded together.

- New Text - Either option item 0000A or 0000B can be awarded but not together.

3. Statement of Work (01 10 10)

- Original Text - 4.7.1 GENERAL Any repairs or replacement of roof members must provide vertical and lateral load carrying capacity and shall provide durability, maintainability, and cost effectiveness. Roof openings and all supports for electrical and mechanical equipment must be detailed or adequately described on the drawings or in the specifications. The structural designer shall ensure that all architectural/mechanical/electrical equipment is properly anchored/braced and that these elements are adequately framed and connected as required by the design criteria, especially where seismic design is required.

- New Text -4.7.1 GENERAL

SUBJECT: Request for Proposal (RFP) Amendment for a new Task Order under the FY19 Italy Design Build / Design Bid Build MATOC resulting from RFP W912GB19R0031; Buildings 6A and 6B Renovations Caserma Ederle, Vicenza, Italy (DC-19-0062) - SEED Project #1

Any repairs or replacement of roof members must provide vertical and lateral load carrying capacity and shall provide durability, maintainability, and cost effectiveness. Roof openings and all supports for electrical and mechanical equipment must be detailed or adequately described on the drawings or in the specifications. The structural designer shall ensure that all architectural/mechanical/electrical/fire protection equipment is properly anchored/braced and that these elements are adequately framed and connected as required by the design criteria, especially where seismic design is required.

Additionally, the Bank Letter of Assurance (BLA) requirement for this SEED Task

Order is no longer required. The BLA required under the base contract will be suitable to meet the requirement. The successful Offeror shall furnish a Bank Letter of Guarantee (original hard copy) to the Contracting Officer within 14 days of task order award.

As a reminder, Offerors shall submit inquiries in writing via “Bidder Inquiry” in ProjNet at www.projnet.org\projnet. The bidder inquiry key is RH675A-FFGS94, this is the same key utilized for the MATOC solicitation. Please ensure to being your inquiry with the project number (DC-19-0062) to ensure inquiries are handled properly.

Your point of contact for this contract action is contact Mr. Jason Malak, Contract

Specialist (+49 611 9744 2278 / jason.r.malak@usace.army.mil). As an alternate, please feel free to contact the undersigned (+49 611 9744 2127 / joshua.d.mueller@usace.army.mil).

Sincerely, Joshua Mueller Contracting Officer

Enclosures:

SEED #1 Revised Statement of Work Revised Bid Schedule Revised Price and Payment Procedures

US Army Corps of Engineers Europe District

APO AE 09049

it48 6AB

Statement of Work Project Number:

E8-41100-8J

Buildings 6A and 6B Renovations Caserma Ederle, Vicenza, Italy

Prepared by:

Design Section

Engineering Branch 18 June 2019

01 10 10 Statement of Work Buildings 6A and 6B Renovations

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SECTION 01 10 10

STATEMENT OF WORK

SECTION TABLE OF CONTENTS:

1 GENERAL

2 CIVIL AND GEOTECHNICAL

3 ARCHITECTURAL

4 STRUCTURAL

5 ELECTRICAL & COMMUNICATIONS

6 MECHANICAL

7 FIRE PROTECTION

8 SUSTAINABILITY

ATTACHMENTS

Att. # 1 Location Map Att. # 2 Conceptual Site Plan Att. # 3 Functional Layout Att. # 4 As-Built Floor Plan Att. # 5 Utility As-Builts Att. # 6 Structural Calculations Guideline Att. # 7 Additional Requirements for USAG Italy Att. # 8 Draft Structural Assessment Att. # 9 Draft Hazmat Survey

1.0 GENERAL

1.1 PROJECT DESCRIPTION

The Request for Proposal (RFP) provides parameters for a design-build project for renovation of buildings 6A and 6B in Caserma Ederle, Vicenza.

The project includes the following general items of work, detailed requirements are contained elsewhere in this Statement of Work:

a. Civil Improvements

b. Buildings renovation work;

c. Complete interior upgrade of mechanical, electrical, communications and plumbing systems and fixtures;

d. New fire suppression system and new fire alarm and mass notification system.

1.2 GENERAL REQUIREMENTS

The Contractor must deliver fully functional, turnkey type facilities (without furniture) as described in this document. The work includes - but is not limited to - design, demolition, fabrication, delivery, installation, construction, and site work. The facility and the installed equipment must be permanent construction.

The facility in this project must be complete and usable to meet codes and technical and functional requirements per this Statement of Work (SOW). The proposal price must include all design, calculations, approvals, certificates, fees, labor, material, equipment, direct overhead, indirect overhead, general and administrative expenses (G&A) and general conditions to complete this project as described in the SOW.

These design and product requirements are minimum requisites. Compliance with the provisions of this section by subcontractors is the responsibility of the Contractor.

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1.2.1 BASE BID ITEMS AND OPTIONAL BID ITEMS

This Statement of Work addresses the technical requirements necessary to complete all work associated with this project. For information and requirements regarding the allocation of pricing between elements of the work, refer to the Bid Schedule included as a separate document. The Bid Schedule identifies the breakdown between the individual base bid and optional items for all work identified in this Statement of Work, associated drawings, and attachments. All work as described in these documents is included in either the Base Bid or Optional Items: consider all items not specifically identified in the Optional Items as part of the Base Bid Items.

1.3 FUNCTIONAL AREAS

Renovation work of the existing barracks. Existing functional areas must remain.

The following rooms and areas must be renovated:

1.3.1 Building 6A

101 ELEC. 8.61 sqm

102 MECH 28.03 sqm

103 BEDRM 24.76 sqm

104 ENTRY 2.16 sqm

105 BATHRM 7.88 sqm

106 BEDRM 24.76 sqm

107 ENTRY 2.16 sqm

108 BATHRM 8.47 sqm

109 BEDRM 38.18 sqm

110 ENTRY 2.16 sqm

111 BATHRM 5.27 sqm

112 BEDRM 37.94 sqm

113 ENTRY 2.16 sqm

114 BATHRM 5.25 sqm

115 BEDRM 39.10 sqm

116 ENTRY 2.16 sqm

117 BATHRM 5.40 sqm

118 BEDRM 37.67 sqm

119 ENTRY 2.16 sqm

120 BATHRM 5.21 sqm

121 BEDRM 38.35 sqm

122 ENTRY 2.16 sqm

123 BATHRM 5.30 sqm

124 BEDRM 38.29 sqm

125 ENTRY 2.16 sqm

126 BATHRM 5.81 sqm

127 BEDRM 25.43 sqm

128 ENTRY 2.16 sqm

129 BATHRM 5.59 sqm

130 BEDRM 25.43 sqm

131 ENTRY 2.16 sqm

132 BATHRM 5.61 sqm

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133 BEDRM 22.85 sqm

134 ENTRY 2.16 sqm

135 BATHRM 5.61 sqm

136 CORR. 27.27 sqm

137 CORR. 43.96 sqm

138 EL. 1.18 sqm

139 BEDRM 27.81 sqm

140 BATHRM 5.63 sqm

141 STOR. 18.92 sqm

142 ABA.WC.UNI 4.31 sqm

143 WC.M 9.27 sqm

144 CORR. 3.20 sqm

145 LAUND. 33.88 sqm

146 KITCH. 35.68 sqm

147 LOUNGE 80.94 sqm

148 STOR. 42.80 sqm

149 JAN. 3.43 sqm

150 BEDRM 38.35 sqm

151 ENTRY 2.16 sqm

152 BATHRM 5.30 sqm

153 BEDRM 37.67 sqm

154 ENTRY 2.16 sqm

155 BATHRM 5.21 sqm

156 BEDRM 39.10 sqm

157 ENTRY 2.16 sqm

158 BATHRM 5.40 sqm

159 BEDRM 37.94 sqm

160 ENTRY 2.16 sqm

161 BATHRM 5.25 sqm

162 BEDRM 38.18 sqm

163 ENTRY 2.16 sqm

164 BATHRM 5.28 sqm

165 BEDRM 24.72 sqm

166 ENTRY 2.16 sqm

167 BATHRM 8.47 sqm

168 BEDRM 24.72 sqm

169 ENTRY 2.16 sqm

170 BATHRM 7.88 sqm

171 BEDRM 25.35 sqm

172 ENTRY 2.16 sqm

173 BATHRM 9.49 sqm

Building 6A total net area: 1,152.42 sqm (approximately 1,358.67 sqm gross area).

1.3.2 Building 6B

201 ELEC. 8.40 sqm

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202 MECH 27.30 sqm

203 BEDRM 24.72 sqm

204 ENTRY 2.12 sqm

205 BATHRM 8.39 sqm

206 BEDRM 24.72 sqm

207 ENTRY 2.12 sqm

208 BATHRM 8.39 sqm

209 BEDRM 37.57 sqm

210 ENTRY 2.12 sqm

211 BATHRM 5.22 sqm

212 BEDRM 37.56 sqm

213 ENTRY 2.13 sqm

214 BATHRM 5.22 sqm

215 BEDRM 37.57 sqm

216 ENTRY 2.12 sqm

217 BATHRM 5.22 sqm

218 BEDRM 37.56 sqm

219 ENTRY 2.13 sqm

220 BATHRM 5.22 sqm

221 BEDRM 37.57 sqm

222 ENTRY 2.12 sqm

223 BATHRM 5.22 sqm

224 BEDRM 37.56 sqm

225 ENTRY 2.13 sqm

226 BATHRM 5.81 sqm

227 BEDRM 24.72 sqm

228 ENTRY 2.12 sqm

229 BATHRM 5.50 sqm

230 BEDRM 24.72 sqm

231 ENTRY 2.13 sqm

232 BATHRM 5.50 sqm

233 BEDRM 24.72 sqm

234 ENTRY 2.13 sqm

235 BATHRM 5.50 sqm

236 CORR. 26.75 sqm

237 CORR. 43.95 sqm

238 LAUND. 35.27 sqm

239 NBC 17.49 sqm

240 ABA.WC.UNI 4.41 sqm

241 WC.M 8.94 sqm

242 CORR. 2.78 sqm

243 ARMS 35.67 sqm

244 LOUNGE 35.31 sqm

245 LOUNGE 74.23 sqm

246 STOR. 41.64 sqm

247 JAN. 3.25 sqm

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248 BEDRM 37.57 sqm

249 ENTRY 2.12 sqm

250 BATHRM 5.22 sqm

251 BEDRM 37.57 sqm

252 ENTRY 2.12 sqm

253 BATHRM 5.22 sqm

254 BEDRM 37.57 sqm

255 ENTRY 2.12 sqm

256 BATHRM 5.22 sqm

257 BEDRM 37.57 sqm

258 ENTRY 2.12 sqm

259 BATHRM 5.22 sqm

260 BEDRM 37.57 sqm

261 ENTRY 2.12 sqm

262 BATHRM 5.22 sqm

263 BEDRM 24.72 sqm

264 ENTRY 2.12 sqm

265 BATHRM 8.39 sqm

266 BEDRM 24.72 sqm

267 ENTRY 2.12 sqm

268 BATHRM 8.39 sqm

269 BEDRM 24.72 sqm

270 ENTRY 2.12 sqm

271 BATHRM 8.40 sqm

Building 6B total net area: 1,133.23 sqm (approximately 1,321.80 sqm gross area).

1.3.3 Total usable area to be provided must be approximately 2,285.65 sqm net.

1.4 SUBMITTALS

Government approval is required for submittals with “G” designation; submittals not having a “G” are for Contractor Quality approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Pre-construction Submittals

Demolition Plan; G

Security Plan; G

Inspection Plan; G

SD-05 Design Data

35% Design; G, DO

65% Pre-Final Design; G, DO

95% Final Design; G, DO

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100% Corrected Final Design; G, DO

Draft DD Form 1354; G

1.4.1 DESIGN SUBMITTALS

Provide a complete design package at each milestone, as described in Specification Section 01 33 16 DESIGN AFTER AWARD. The milestones for this project are indicated above in Section 1.4 SUBMITTALS. The specific requirements of each milestone are described in each discipline-specific section of this Specification.

Contractor must provide a DRAFT DD Form 1354 in accordance with UFC 1-300-08 CRITERIA FOR TRANSFER AND ACCEPTANCE OF DoD REAL PROPERTY.

Submit all documents in hard copy and electronic format. Deliver four (4) hard copies with complete sets of drawings, calculations, analyses, and reports as required by this SOW. Print drawings on A1 paper at a minimum. Print calculations, analyses, and reports on A4 paper at a minimum. Provide all drawings in rolls.

Provide all other hard copy documents in labeled binders. Submit all electronic documents using the .pdf format for text and calculations and both the .pdf and .dwg (AutoCAD, latest version) format for drawings. Send one copy to:

USACE

CENAU-EC-ED, Box 2 Konrad-Adenauer-Ring 39, 65187 Wiesbaden Deutschland

Coordinate the delivery locations for each remaining set of documents with the COR prior to each submittal. See Specification 01 33 00 SUBMITTAL PROCEDURES for additional information.

1.4.2 DRAFT DD FORM 1354

Provide a Draft DD Form 1354 “Transfer and Acceptance of DoD Real Property” with the 100% Final Design Submittal. Complete the Draft DD Form 1354 in accordance with the instructions contained in UFC 1-300-08 CRITERIA FOR TRANSFER AND ACCEPTANCE OF DoD REAL PROPERTY.

1.5 MATERIALS AND EQUIPMENT

Materials and products used must be durable, heavy duty, industry standard. The equipment must be the manufacturer’s standard quality and must be compatible with all other equipment and materials within the system or assembly. Equipment and materials must include all connections and accessories necessary to ensure operability and correct installation according to manufacturer’s requirements.

Provide a nameplate secured to each major piece of equipment. Each nameplate must have the manufacturer’s name, address, contact information, type or style, model or serial number, and catalog number. The definition of a “major piece of equipment” is at the discretion of the COR.

1.5.1 LIFE-SPAN

Construction must have an expected life span of 25 years.

1.5.2 MAINTAINABILITY

Provide low maintenance materials and systems appropriate for the project climate and location.

1.5.3 OPERABILITY

Systems (including but not limited to architectural, electrical, communications, and mechanical systems) must be simple to operate and easy to maintain.

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1.5.4 STANDARDIZATION

Provide standardized materials, products, equipment, and systems to minimize the requirements for replacement parts, storage facilities, and service requirements.

1.6 DESIGN DIMENSIONS

Develop the design using the metric system.

1.7 DESIGN CRITERIA

Project design, site facilities, utility systems and material standards must be in accordance with the latest editions of the Host Nation and US building codes and following codes / criteria:

a. NFPA 101 Life Safety Code

b. International Building Code (IBC)

c. Host Nation Building Codes and Standards

d. Unified Facilities Criteria (UFC) 1-200-01 DoD Building Code (General

Building Requirements)

e. UFC 1-200-02 High Performance and Sustainable Building Requirements

f. UFC 3-101-01 Architecture

g. UFC 3-110-03 Roofing

h. UFC 3-301-01 Structural Engineering

i. UFC 3-600-01 Fire Protection Engineering for Facilities

j. UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings

k. Engineering Manual (EM) 385-1-1 USACE Safety and Health Requirements.

l. Environmental Final Governing Standards for Italy.

While this RFP references various source standards and specifications, all design documents are to meet US and Host Nation codes and requirements. It is the designer's responsibility to demonstrate that the Host Nation standard is equal to the US cited standard or specifications being supplanted. The more restrictive standards apply when conflicts arise between the requirements of this RFP and any referenced or other applicable codes, standards or regulations. If equivalency cannot be met, use the more stringent requirement and quote both codes verbatim in correspondence to the COR. The designer is responsible to determine the required material and execution standards where specific standards are not indicated.

Provide an electronic copy of the local Host Nation standards and building codes in their original language as related to facility design and construction.

1.8 DESIGN CONFERENCES AND MEETINGS

The Contractor and the entire design team are required to participate in a design review conference for each design submittal. The Contractor may request a review conference, but the Government is under no obligation to conduct or participate in a review conference unless specifically identified in the contract documents. The Contractor must bring the personnel that developed the design submittal to any review conference.

All design review conferences must be held via teleconference or be reviewed and comments resolved via email.

The Contractor is responsible for taking meeting minutes during each design review conference and submitting to the COR for information and approval.

The Contractor is responsible for evaluating all Government comments prior to each design review conference. The Contractor is responsible for resolving all Government comments from each design phase. The Contractor must provide annotated responses to each design review comment with the subsequent design submittal

18-Jun-19 Page 9 of 77 packages. Construction may not begin until all Government comments from all design phases have been resolved.

1.9 SPECIAL CONSTRUCTION REQUIREMENTS

1.9.1 AT LEVEL I TRAINING

All contractor employees, to include subcontractor employees, requiring access to Army installations, facilities, controlled access areas, or require network access, must complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. Upon request, the Contractor must submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR or to the contracting officer (if a COR is not assigned), within 5 calendar days after completion of training by all employees and subcontractor personnel. AT Level I awareness training is available at the following website: http://jko.jten.mil/courses/atl1/launch.html; or it can be provided by the RA ATO in presentation form which will be documented via memorandum.

1.9.2 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

All contractor and all associated sub-contractors employees must comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The Contractor must also provide all information required for background checks or background investigation and to meet installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes.

1.9.2.1 ACCESS TO DEPARTMENT OF DEFENSE FACILITIES WITHOUT COMMON ACCESS CARD

(CAC)

Contractor and all associated sub-contractors employees must comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05 / AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative, as NCIC and TSDB are available), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

1.9.3 SUSPICIOUS ACTIVITY REPORTING TRAINING

The Contractor and all associated sub-contractors must receive a brief/training (provided by the RA) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training must be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 5 calendar days after the completion of the training.

1.9.4 OPSEC LEVEL I TRAINING

All new contractor employees must complete Level I OPSEC Training within 30 calendar days of their reporting for duty. Additionally, all contractor employees must complete annual OPSEC awareness training. The Contractor must submit certificates of completion for each affected contractor and subcontractor

18-Jun-19 Page 10 of 77 employee, to the COR or to the contracting officer (if a COR is not assigned), within 5 calendar days after completion of training. OPSEC awareness training is available at the following websites: https://www.iad.gov/ioss/ or http://www.cdse.edu/catalog/operations-security.html; or it can be provided by the RA OPSEC Officer in presentation form which will be documented via memorandum.

END OF SECTION

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2.0 CIVIL AND GEOTECHNICAL

Provide and perform civil engineering design and construction services as required to provide a complete, accessible, functional and usable project. The Contractor is required to extensively coordinate civil design and construction work with the scope of the other disciplines described in this SOW.

2.1 SCOPE SUMMARY

Civil works for this project include, but are not limited to, site survey, site layout, demolition, earthwork, pavement, outdoor furnishings, and landscaping. Refer to the bid schedule for which of these are base bid or optional.

2.2 EXISTING CONDITIONS

The proposed project is located on the Camp Ederle in Vicenza, Italy. See Att#1- Location Map.

2.2.1 TOPOGRAPHY

There is no known topographic survey for the project site. The existing site contains buildings, pavement, utilities, and vegetation as shown on Att#2-Conceptual Site Plan. The site is relatively flat. The existing information shown on Att#2- Conceptual Site Plan was compiled from google earth and site photos.

2.2.2 UTILITIES

There are existing utilities connected to the building as shown on Att#5-Utility As-builts. Contractor to verify actual utility locations in the field.

2.2.3 GEOTECHNICAL

There is no geotechnical information provided for the project site.

2.2.4 ENVIRONMENTAL

See Att#7-Additional Requirements.

2.2.5 UNEXPLODED ORDNANCE (UXO) CLEARANCE

There is no prior knowledge of UXO in the site’s soil. However, the site has historically been a military base.

2.2.6 EXISTING CONDITIONS INVESTIGATION

Prior to bid, investigate the general and local conditions which can affect the work and/or its cost, including but not limited to:

a. Weather, river stages, tides, or similar physical conditions at the site;

b. Surface and subsurface materials or obstacles to be encountered insofar as this information is reasonably ascertainable from an inspection of the site and due diligence research of as-built drawings, geotechnical reports, environmental reports, and publicly available information on the site.

c. Mobilization and staging constraints.

2.3 DESIGN SUBMITTALS

Provide civil design submittals in accordance with RFP Section 01 33 16, DESIGN AFTER AWARD and SOW Section 1.0 – GENERAL.

35% Design Submittal:

a. Preliminary Design Analysis of civil features.

b. Final Existing Conditions Plan.

c. Preliminary Demolition Plan and details.

d. Preliminary Pavement Plans and details.

e. Preliminary Outdoor Furnishings Plans and details.

f. Preliminary Civil Specifications

65% Design Submittal:

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a. Update all items from the 35% Design Submittal to 65% (Pre-Final) Design.

Incorporate all 35% design comments.

95% Design Submittal:

a. Update all items from the previous Design Submittal to 95% (Final) Design.

Incorporate all previous design comments.

100% Submittal:

The 100% Submittal provides a complete and final set of contract documents ready for construction. Update all Final submittals from 95% to a corrected Final submittal.

Address all previous government review comments before submitting.

2.3.1 DESIGN ANALYSIS

Provide a Design Analysis for all Civil features that documents significant design choices and substantiates design compliance with contract requirements, applicable codes and standards. Documentation includes narrative, calculations, photographs, sketches, and catalog cut sheets. Reference all applicable regulations, standards, and criteria for the design. Reference sources are subject to Government approval.

Provide design assumptions. For design choices, discuss alternative systems considered, and provide rationale for the selected alternative.

The Design Analysis includes but is not limited to:

a. Discussion of Pavement constraints and design decisions. Provide calculations for the pavement section.

2.3.2 DESIGN DRAWINGS

Provide Civil design drawings of sufficient detail to address the requirements of each design submittal. Civil drawings include plans, profiles, cross sections, and details of Civil features for the project. Design drawings include all necessary information (labeling, dimensioning, legend, details, notes, etc.) to allow for complete understanding and constructability of all proposed features. Provide comprehensible differentiation between features that are proposed, existing, future, or proposed to be demolished by use of appropriate choice of line styles, line weights, and/or colors. Reference USACE A/E/C Graphics Standard for graphic requirements.

2.3.3 SPECIFICATIONS

Provide Civil specifications of sufficient detail to address the requirements of each design submittal. Specifications, when combined with the design drawings, allow for complete understanding and constructability of all proposed Civil features. See Specification Section 01 33 16-DESIGN AFTER AWARD for specification requirements.

2.4 DESIGN CRITERIA

Provide civil design in accordance with Host Nation codes, and the latest release of the International Building Code (IBC), SOW Section 1.0-GENERAL, and the following codes and technical standards:

a. Uniform Facility Criteria (UFC) 3-201-01, Civil Engineering

b. UFC 3-220-01, Geotechnical Engineering

c. USACE A/E/C Graphics Standard (ERDC/ITL TR-12-1)

d. Military Surface Deployment and Distribution Command Transportation Engineering

Agency (SDDCTEA) Pamphlet 55-17, Better Military Traffic Engineering

2.5 GEOTECHNICAL INVESTIGATION AND REPORT

Geotechnical investigation and report is not a direct requirement for this project.

In the absence of geotechnical investigations performed on-site, an allowable soil bearing pressure is discussed in STRUCTURAL section 4.0.

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For Construction, perform field and laboratory geotechnical work required for earthwork (i.e. compaction tests, inspection of structure foundation excavations).

In the absence of Host Nation standards, perform the geotechnical work per UFC 3- 220-01, Geotechnical Engineering and IBC.

2.6 TOPOGRAPHIC SURVEY

Site information provided to the Contractor by the Government is not to be considered accurate Site Survey information. Utility field locates and as-built research are the responsibility of the Contractor.

2.7 SITE LAYOUT

Locate the proposed Civil improvements as indicated on Att#2 – Conceptual Site Plan.

Amend the site layout as determined by site-specific constraints, code requirements, the owner’s preferences, future expansion, and opportunities that are identified and evaluated as part of the Contractor’s scope of work. The Contractor is responsible for all aspects of the project whether they are shown on the conceptual plan or not.

2.8 DEMOLITION

Remove existing structures, utilities, pavement, vegetation, and any other features to construct the proposed improvements. Provide straight, neat sawcuts at limits of pavement removal. Any contaminated soils discovered require special testing and disposal per Host Nation requirements. Reference RFP Section 00 74 00-SPECIAL CONDITIONS, 00 74 17-SUPPLEMENTAL CONDITIONS FOR PROJECTS IN ITALY, Att#7-Additional Requirements, and 01 30 00-GENERAL REQUIREMENTS for additional demolition, protection, and permitting requirements.

2.8.1 CONSTRUCTION LIMITS

Do not disturb any areas outside the boundary shown on Att#2-Conceptual Site Plan, with the exception of utility trenches. Show demolition work and limits of disturbance in the drawings. Stake-out the limits of disturbance on-site with temporary fencing before beginning construction.

2.8.2 ITEMS TO REMAIN IN PLACE WITHIN CONSTRUCTION LIMITS

Take necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain the property of the Government. Repair or replace damaged items as approved by the COR. Construct and maintain shoring, bracing, and supports as required. Ensure that structural elements are not overloaded. Provide new supports and reinforcement for existing construction weakened by demolition, deconstruction, or removal work. Repairs, reinforcement, or structural replacement require approval by the COR prior to performing said work.

2.8.3 TREE DEMOLITION

Unless otherwise noted, protect all trees within the project site which might be damaged during construction. Provide a temporary fence, 1.8 m high, around the dripline of the tree(s), which is assumed to be the extent of the tree’s roots. If tree removal is necessary for construction, request authorization from the COR. The Contractor is responsible for permitting and mitigation for tree removal per Host Nation and Installation requirements.

2.8.4 UTILITY DEMOLITION

Any existing utilities encountered within the site boundary that are impacted by this project must be protected, or relocated if protection is not feasible. Relocate existing utility mains outside the structural zone of influence of proposed buildings and structures. Utilities impacted by this project that require decommissioning, or that are already out of service, must be removed up to the utility main and capped. Manholes or underground structures to be abandoned must be removed to a minimum depth of 50 centimeters below finish grade. Fill abandoned manhole or structure per Section 2.9-EARTHWORK requirements.

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2.8.5 DUST, DEBRIS, AND EROSION CONTROL

Prevent the spread of dust, debris, and erosion from the project site. Install erosion control measures before beginning construction. Sweep pavements as often as necessary to control the spread of debris. When using water for dust control, do not cause hazardous or objectionable conditions such as, but not limited to, ice, flooding, erosion, or pollution. Remove snow, dust, dirt, and debris from work areas daily. Remove and transport the debris in a manner that prevents spillage on streets or adjacent areas. Apply Host Nation regulations regarding hauling and disposal.

2.8.6 SPECIAL DEMOLITION REQUIREMENTS

Remove abandoned chiller structure located near the northwest corner of Building 6A.

Remove piping back to the interior of the building.

2.9 EARTHWORK

Perform all earth work necessary for the installation of the proposed improvements.

2.9.1 PLANS AND SPECIFICATIONS

Define earthwork requirements in the plans and specifications. Include requirements for satisfactory material, borrow material, structural fill, topsoil, utility trenches, replacement and improvement of on-site soils, soil compaction (for subgrades of structures, paving, and landscaped areas), compaction for utility trenches, maximum lift depths, density testing frequency, maximum temporary and permanent slopes, and engineered support systems.

2.9.2 UNEXPLODED ORDNANCE (UXO) CLEARANCE

UXO clearance is not required on Camp Ederle.

2.9.3 CONTAMINATED SOIL

Inspect and test all soil according to Host Nation requirements. If hazardous materials are discovered, cease excavation, secure the area, and notify the COR for further guidance.

2.9.4 CULTURAL RESOURCES

Cultural resources, such as archaeological remains, may be uncovered during excavation operations. If suspected cultural remains are found, cease excavation, secure the area, and notify the COR for further guidance.

2.9.6 SATISFACTORY MATERIAL

Excavated material (below topsoil), if satisfactory for reuse per the Contractor’s Geotechnical Engineer, may be used on the project site where fill is required.

Unsatisfactory material, and surplus excavated material not required for fill, must be disposed of offsite, and is the responsibility of the Contractor. Borrow material may be required for construction from sources off site. Borrow materials are to be free of hazardous materials and contaminants. Any soil brought in from off-site sources must be certified clean. All tests and certifications require COR approval.

2.9.7 BACKFILL COMPACTION

In the absence of Host Nation requirements and geotechnical recommendations, fill and backfill must be placed in layers of 20 centimeters loose thickness and compacted to a minimum 95% of the maximum dry density as determined by Host Nation test method equivalent to ASTM D-1557 (Modified Proctor test). Provide density tests on all lifts at a frequency of 1 test per 40 square meters for foundations and parking, and 1 test per 30 meters of road and utility trench. Round up to nearest whole number (i.e. a 25 square meter foundation requires one test). The location of all tests must be selected by the Contractor’s Geotechnical Engineer, and copies of all test results must be furnished to the COR. All structure foundation excavations must be

18-Jun-19 Page 15 of 77 inspected and approved by the Contractor’s Geotechnical Engineer prior to placing concrete. Repair earthwork areas as recommended by the Contractor’s Geotechnical Engineer, and approved by the COR.

2.9.8 ENGINEERED SOIL SUPPORT SYSTEMS

Provide engineered soil support systems (i.e. shoring) as required for the construction of the proposed improvements. The Contractor is responsible for all dewatering necessary for earthwork.

2.9.9 SITE GRADING

Provide site grading per UFC 3-201-01, Civil Engineering guidelines.

Site grading around the building must meet ABA and Host Nation accessibility guidelines. The Contractor must limit proposed landscape slopes to a maximum 4H:1V for grass areas requiring mowing and 2H:1V for non-grass areas, which will require non-erodible surface (i.e. rock, shrubs with mulch).

2.10 UTILITIES

This section applies to all project underground utilities located outside the building, including but not limited to, sanitary sewer, water supply, storm drainage, electrical, communications, gas, liquid fuel, and heat. See Sections 5.0-ELECTRICAL, Section 6.0-MECHNICAL, and Section 7.0-Fire Protection for additional utility requirements.

Provide utility materials per IBC requirements. Proposed utility main alignments must be at least 3.0 meters from facility or building foundations, except for building connections. Provide horizontal and vertical separation between new and existing utilities for rehabilitation, maintenance, repair or replacement. Provide utility line depths, bedding, and backfill as required by applicable requirements and geotechnical recommendations. Minimum cover over pipes is 0.6 meters; greater than frost penetration; or sufficient to support imposed dead and live loads for the pipe materials used; whichever is more stringent. Place plastic warning tape along the route of the buried pipe after installation at a height of 0.3 meters above the pipe.

Coordinate all required installation, relocation, improvement and protection of utilities held by third party (e.g. public or private utility). This includes coordination of any work to be performed by the utility owner. Choice of materials and products for utility installation must be coordinated with the utility owner (customer or third party) to ensure proper integration and compliance with existing systems and allow for easy maintenance and repair of the utilities in the future.

2.11 PAVEMENT

Proposed pavements for the project include:

a. ABA ramps, landings, stairs, and handrails to the buildings’ main entrances.

Provide ABA access to both buildings’ main entrains coming from Roeder Avenue, and ABA access to both buildings’ main entrances coming from the interior parking area. Provide direct access from the buildings’ main entrances to each other without having to go down and up a ramp. Ramps must not block the maintenance and access of existing utilities. Surface materials must be Portland cement concrete (PCC). Handrails must be galvanized steel. Provide expansion joint between building and apron. Provide medium broom finish on PCC concrete.

b. Replace existing pavement in kind where the trenching occurs for utility installation. Sawcut a minimum 30 centimeters beyond edge of trench.

For asphalt concrete, provide compaction and pavement density tests, as well as thickness and evenness tests, at the frequency listed in Section 2.9 - EARTHWORK.

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For PCC, reference SOW Section 4.0 - STRUCTURAL for concrete requirements. Perform subgrade tests for all pavements as described in Section 2.9 - EARTHWORK.

2.12 OUTDOOR FURNISHINGS

2.12.3 BIKE RACKS

Provide bicycle rack(s) for 10 bicycles near the buildings’ main entrances. Material must be galvanized steel.

2.13 LANDSCAPING

Provide grass seed and 20 centimeters of topsoil on the site in areas that do not have pavement or a building within the limits of disturbance. Seeds must be locally sourced from a certified plant nursery, and native to the area. Provide seed coverage density per manufacturer/supplier’s recommendations. Provide watering, weeding, and any other necessary care to establish growth. Limit planting to times of the year per Host Nation codes and/or manufacturer/supplier’s recommendations.

Replace topsoil and seeds, at Contractor’s expense, in areas which do not have new growth coverage of 75% before the warranty period ends. The Contractor is responsible for providing irrigation water from off-base.

2.14 MOBILIZATION / STAGING / PERMITS

Locate mobilization and staging within the limits of disturbance shown on Att#2- Concpetual Site Plan. Do not block adjacent sidewalks and streets. Reference RFP Section 00 74 00-SPECIAL CONDITIONS for other mobilization, access, and permit requirements.

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3.0 ARCHITECTURAL

3.1 PROJECT DESCRIPTION

Design and renovation work of Buildings 6A and 6B at Caserma Ederle, Vicenza, Italy. Existing barracks must be renovated.

Design and then perform the renovation work of single-story, solid masonry / concrete building that will serve as barracks.

Extensive coordination is required between the architectural work and the civil, geotechnical, structural, fire protection, mechanical, and electrical requirements of this project.

3.1.1 DESIGN

Provide a design and construction package that uses the space allocations, functional adjacencies, design details, and features given or referenced in this RFP. The design must incorporate all referenced codes and regulations. The Contractor is responsible for creating additional details as required to complete a full design. All details must conform to the requirements of this RFP and are subject to the approval of the COR. A schematic design has been attached for reference. The schematic plans are provided for diagrammatic purposes only and do not necessarily represent an approved floor plan or design. The Contractor is responsible for providing a design that meets all requirements of the User and the codes and criteria referenced in this Statement or Work.

3.1.2 DESIGN SUBMITTALS

Provide all architectural submittals after contract award in accordance with Section 01 33 16 DESIGN AFTER AWARD and Section 01 33 00 SUBMITTAL PROCEDURES.

Prepare and submit the documents listed below at the submittals indicated.

3.1.2.1 35% DESIGN SUBMISSION

Include the following drawings and reports as applicable to the project:

a. Code Summary – Provide a tabular code compliance summary per UFC 3-600-01.

b. Life Safety Plans – Provide plans depicting smoke/fire resistance ratings, egress routes, dead-end corridors, exits, and other aspects of life safety pertaining to the design.

c. Demolition Plans – Provide existing floor plans, indicating all demolition required.

d. Floor Plans – Provide all floor plans, indicating room names, areas, and basic dimensions, scale 1:50.

e. Ceiling Plans – Provide reflected ceiling plans for all rooms, indicating ceiling materials and fixtures, scale 1:50.

f. Building Elevations – Provide all building elevations indicating all exterior materials.

g. Roof Plan – Provide a plan of all roof areas, indicating direction of slope and method of drainage.

h. Building Section – Indicate heights of critical building elements.

i. Wall Section - Provide a typical interior and exterior wall section for each building – describe wall materials.

j. Preliminary Design Analysis – Provide a narrative explaining the design and indicating how the design and materials meet the requirements of this SOW.

k. Preliminary Specifications – List the technical titles and short text descriptions for all performed work.

3.1.2.2 65% DESIGN SUBMISSION

Include the following drawings and reports as applicable to the project:

a. All documents from the 35% submittal updated to incorporate 35% review comments.

b. Code Summary – Provide a tabular code compliance summary per UFC 3-600-01.

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c. Life Safety Plans – Provide plans depicting smoke/fire resistance ratings, egress routes, dead-end corridors, exits, and other aspects of life safety pertaining to the design.

d. Demolition Plans – Provide existing floor plans, indicating all demolition required.

e. Floor Plans – Provide all floor plans, indicating room names, areas, and basic dimensions, scale 1:50.

f. Ceiling Plans – Provide reflected ceiling plans for all rooms, indicating ceiling materials and fixtures, scale 1:50.

g. Building Elevations – Provide all building elevations indicating all exterior materials.

h. Roof Plan – Provide a plan of all roof areas, indicating direction of slope and method of drainage.

i. Building Section – Indicate heights of critical building elements.

j. Wall Section - Provide a typical interior and exterior wall section for each building – describe wall materials.

k. Interior Elevations – Provide interior elevations of all bathrooms and built-in casework and kitchenettes, indicate critical heights of surfaces and plumbing fixtures and describe all materials and finishes.

l. Pre-Final Design Analysis – Provide a narrative explaining the design and indicating how the design and materials meet the requirements of this SOW.

m. Pre-Final Specifications – Provide detailed explanations of requirements for all performed work and provide product specific manufacturer information (brochures, technical information, cut sheets) for all materials and products to be provided/installed.

3.1.2.3 95% DESIGN SUBMISSION

The 95% Submittal provides a complete and final set of contract documents essentially ready for construction by the D/B Contractor. All previous government review comments must have been addressed. Include the following drawings and reports as applicable to the project:

a. All documents from the 65% submittal updated to incorporate 65% review comments.

b. Floor Plans – Provide all floor plans, indicating room names, areas, and dimensions, scale 1:50.

c. Building Elevations – Provide all building elevations indicating all exterior materials.

d. Roof Plan – Provide a plan of all roof areas, indicating direction of slope and method of drainage.

e. Building Section – Indicate heights.

f. Wall Sections – Provide sufficient wall section(s) to indicate all materials and different conditions.

g. Section and Plan Details – Provide details of critical building intersections.

h. Window and Door Schedule – Provide a schedule of all windows and doors, indicating sizes, hardware, and operation.

i. Stair Section and Details.

j. Finish Schedule – Indicate all proposed finishes.

k. Final Design Analysis – Provide a finalized narrative describing all work to be performed on the project and how it meets the functional and code requirements of the project. Provide product specific manufacturer information (brochures, technical information, cut sheets) for all materials and products to be provided/installed.

l. Final Specifications – Provide line items and detailed descriptions of all work to be performed.

3.1.2.4 100% DESIGN SUBMISSION

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The 100% Submittal provides a complete and final set of contract documents ready for construction by the D/B Contractor. All previous government review comments must have been addressed. Include all drawings, specifications and calculations from the 95% Submittal updated to incorporate all previous review comments.

3.2 TECHNICAL CRITERIA AND STANDARDS

Design and construct the project in accordance with the requirements outlined in Section 1.7 DESIGN CRITERIA.

3.2.1 LIFE SAFETY REQUIREMENTS

The Design must meet all Host Nation and local life safety and fire suppression system codes and requirements as well as the International Building Code (IBC) and NFPA 101 Life Safety Code as required by UFC 1-200-01 DoD Building Code and UFC 3- 600-01 Fire Protection Engineering.

3.2.2 HANDICAPPED ACCESSIBILITY REQUIREMENTS

The facility will be used by able-bodied US personnel. Per Army Standard for Unaccompanied Enlisted Personnel Housing (UEPH) and Architectural Barriers Act (ABA) Handicapped accessibility requirements apply to building lobby area that include following rooms and areas: 137, 142, 144, 237, 240 and 242.

The facility must meet all applicable Host Nation handicapped accessibility requirements.

3.3 GENERAL SCOPE OF WORK

Design the architectural elements of this facility to withstand all site-specific environmental conditions such as wide seasonal temperature swings, local wind, rain, snow and earthquake conditions. All architectural features must be appropriately braced for anticipated seismic activity. The Contractor may propose alternate building materials to meet the facility’s requirements, but final selection of materials is subject to the approval of the COR. Consider economics not only in the initial acquisition, but also in the future maintenance of the materials, when selecting materials and building systems to be incorporated into the project. When requested, the Contractor must provide documentation demonstrating that a chosen alternative material is life cycle cost effective.

3.4 DETAILED SCOPE OF WORK

The Contractor is responsible for the following specific tasks required for the construction of this facility.

3.4.1 DEMOLITION

The Contractor is responsible for all required demolition as indicated in this scope.

Demolition work includes, but is not limited to, the following items:

a. Demolish and remove all bathroom / toilet fixtures and interior finishes;

b. Demolish and remove all kitchen furniture and interior finishes;

c. Demolish and remove all laundry and lounge areas interior finishes;

d. Demolish and remove all existing interior doors;

e. Demolish and remove all existing suspended ceilings; and

f. Demolish and remove existing screed in all bathrooms / toilets, kitchens, and laundry and lounge areas.

3.4.1.1 DEMOLITION AND DISPOSAL

All demolished materials must be abated and disposed of in accordance with local laws, codes and regulations. The Contractor is responsible for all required testing before, during and after demolitions as well as for all required compliance with safety standards.

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Submit a Demolition Plan to be part of the QC Plan or a separate submittal to be tracked via the submittal register, indicating the demolition, abatement, and disposal methods.

3.4.1.2 DEMOLITION AND DISPOSAL OF HAZARDOUS MATERIAL

The Contractor is responsible to survey the site and determine if hazardous materials exist. If hazardous materials are found to exist, immediately notify the COR, and provide the COR with the results of the relevant sampling and testing.

Provide the hazardous material report to the COR no later than 30 days after Notice to Proceed (NTP) for information and approval.

3.4.2 BUILDING SYSTEM AND MATERIALS

The intent of this RFP is to allow the Contractor the maximum flexibility to design and construct this facility in an economical manner without sacrificing good engineering practices, quality materials and systems. The Government requires low or no maintenance finish materials to the greatest extent possible. Building materials as described herein for roofing, walls, ceilings, doors, windows and floors are minimum requirements and may require revision based on code compliance and criteria.

3.4.2.1 FIRE PROTECTION RATINGS OF INTERIOR FINISHES

All interior finishes must conform to Host Nation fire protection standards/requirements and equivalent US standards/requirements.

3.4.2.2 ACOUSTICAL DESIGN

Doors, walls, floors, and ceilings must meet the minimum sound protection per Host Nation and US requirements, including the acoustic requirements contained with UFC 3-101-01. Design all wall and ceiling assemblies in offices, conference rooms, and break rooms to meet the requirements for sound transmission class 50 (STC-50) rated construction at a minimum.

3.4.2.3 THERMAL INSULATION

Provide systems meeting the most stringent thermal insulation requirements in accordance with this SOW and US, HN, and local energy and sustainability codes.

The Contractor may have to provide systems with increased thermal insulation to meet the occupant comfort and energy usage goals of this facility, refer to Section 6.0 MECHANICAL and 8.0 SUSTAINABILITY.

3.4.3 EXTERIOR CONSTRUCTION WORK

Provide the following exterior architectural systems.

3.4.3.1 EXTERIOR WALLS

Exterior building walls must remain. Close with masonry the existing exterior wall openings as required by the Functional Layout. Design and construct new exterior wall parts in accordance with (IAW) the requirements of this SOW. Refer to Section

4.0 STRUCTURAL. Exterior wall parts must have smoke/fire resistance ratings as required by US, Host Nation, and local fire and life safety codes. Provide exterior wall finishes that match existing.

3.4.3.1.1 EXTERIOR WALL FINISH - STUCCO

Patch and paint existing exterior wall and wall base finish stucco. Paint all exterior wall areas. The work must include all necessary expansion joints, base -and corner rails. Use products from a single system, by a single manufacturer, which are certified by the manufacturer to be suitable for the purpose. This also applies to the paint. Apply products in accordance with the manufacturer's instructions. The work must include all necessary sealing e.g. at windowsills.

Submit a sample of the exterior wall finish along with the manufacturer's catalog

18-Jun-19 Page 21 of 77 data including installation instructions, typical details and product data for COR's acceptance. The paint color must match existing.

3.4.3.1.2 EXTERIOR WALL INSULATION FINISH SYSTEM (EIFS) – ALT. TO PAR.