W912EP20R0043 Am0001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-8 4

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

FAR (48 CFR) 53.243

1. CONTRACT ID CODE PAGE OF PAGES

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

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

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

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

X 9B. DATED (SEE ITEM 11)

6-August-2021

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF

SOLICITATION NO. W912EP20R0043

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, 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.)

PUERTO RICO ARMY NATIONAL GUARD, JOINT TRAINING CENTER, CAMP SANTIAGO SALINAS, PUERTO RICO

A.See Continuation Sheet for Amendment details.

B.Proposal due date remain unchanged.

C.All other Terms and Conditions remain unchanged.

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY CODE

USA ENGINEER DISTRICT, JACKSONVILLE

CONTRACTING DIVISION

701 SAN MARCO BLVD

JACKSONVILLE FL 32207-8175

W912EP 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

3. EFFECTIVE DATE

25-Aug-2021

W912EP20R0043 Amendment 0001

X

SF 30 CONTINUATION SHEET

PUERTO RICO ARMY NATIONAL GUARD, JOINT TRAINING CENTER, CAMP SANTIAGO

SALINAS, PUERTO RICO

W912EP20R0043 Amendment 0001

SUMMARY OF CHANGES

1. SPECIFICATIONS:

Volume 1:

DELETE Section 00010A and REPLACE with the attached Section 00010A.

Volume 2:

DELETE Section 01 11 00 and REPLACE with the attached Section 01 11 00.

DELETE Section 01 14 00 and REPLACE with the attached Section 01 14 00.

2. DRAWINGS:

Volume 1:

DELETE Sheet G-011 and REPLACE with the attached Sheet G-011.

DELETE Sheet CD-104 and REPLACE with the attached Sheet CD-104.

DELETE Sheet CS-101 and REPLACE with the attached Sheet CS-101.

DELETE Sheet A-511 and REPLACE with the attached Sheet A-511.

DELETE Sheet A-512 and REPLACE with the attached Sheet A-512.

DELETE Sheet CD-104 and REPLACE with the attached Sheet CD-104.

Volume 2:

No change.

Volume 3:

No change.

Volume 4:

DELETE Sheet G-018 and REPLACE with the attached Sheet G-018.

DELETE Sheet SA-518 and REPLACE with the attached Sheet SA-518.

DELETE Sheet SA-531 and REPLACE with the attached Sheet SA-531.

(End of Summary of Changes)

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

PUERTO RICO ARMY NATIONAL GUARD, JOINT TRAINING CENTER, CAMP SANTIAGO

SALINAS, PUERTO RICO

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

BASE BID ITEMS

0001 PARTNERING REGROUP MEETING 5 EA $_____________ $_______________

0002 CONTRACTING OFFICER OFFICE TRAILER 60 MNTH $_____________ $_______________

CONSTRUCTION OF 2+2 BARRACKS INCL.

ICC500 COMPLIANT IMPACT PROTECTION

SYSTEM - BLD 304, 316

2 EA $_____________ $_______________

CONSTRUCTION OF OPEN BAY BARRACKS

INCL. ICC500 COMPLIANT IMPACT

PROTECTION SYSTEM - BLD 445, 450, 455,

460, 465, 470

6 EA $_____________ $_______________

CONSTRUCTION OF PRIVATE BARRACKS-A

INCL. ICC500 COMPLIANT IMPACT

PROTECTION SYSTEM - BLD 300, 312

2 EA $_____________ $_______________

0006 SITE WORK-BARRACKS JOB $_______________

0007 DEMOLITION (SEE NOTE 8) JOB $_______________

0008 CONCRETE DEBRIS REMOVAL 1090 TON $_____________ $_______________

TOTAL BASE BID PRICE (ITEMS 0001 THROUGH 0008) $_______________

BARRACKS-OPTIONAL ITEM

0009 FF&E-BARRACKS - BLD 300, 304, 312, 316,

445, 450, 455, 460, 465, 470 (SEE NOTE 4) JOB $_______________

DINING FACILITY (DFAC)-OPTIONAL ITEMS

0010 CONSTRUCTION OF DFAC-1 & SITE WORK -

BLD 314 1 EA $_____________ $_______________

0011 CONSTRUCTION OF DFAC-2 & SITE WORK -

BLD 302 1 EA $_____________ $_______________

0012 ICC500 COMPLIANT IMPACT PROTECTION

SYSTEM-DFAC-1 - BLD 314 1 EA $_____________ $_______________

0013 ICC500 COMPLIANT IMPACT PROTECTION

SYSTEM-DFAC-2 - BLD 302 1 EA $_____________ $_______________

0014 FF&E-DFAC-1 - BLD 314 (SEE NOTE 4) 1 EA $_____________ $_______________

0015 FF&E-DFAC-2 - BLD 302 (SEE NOTE 4) 1 EA $_____________ $_______________

W912EP20R0043 Am0001

PUERTO RICO ARMY NATIONAL GUARD, JOINT TRAINING CENTER, CAMP SANTIAGO

SALINAS, PUERTO RICO

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

HQ-OPTIONAL ITEMS-NORTH OF 18TH

AVE/WEST OF 3RD STREET (SEE NOTE 7)

0016 CONSTRUCTION OF BATTALION BLD (HQ2) -

BLD 495 1 EA $_____________ $_______________

0017 CONSTRUCTION OF COMPANY SUPPLY

ADMIN BLD (HQ4) - BLD 475 1 EA $_____________ $_______________

0018 CONSTRUCTION OF COMPANY SUPPLY

ADMIN BLD (HQ4) - BLD 480 1 EA $_____________ $_______________

0019 CONSTRUCTION OF COMPANY SUPPLY

ADMIN BLD (HQ4) - BLD 485 1 EA $_____________ $_______________

0020 CONSTRUCTION OF BATTALION MAINT

SHELTER (HQ5-B) - BLD 490 1 EA $_____________ $_______________

CONSTRUCTION OF SITEWORK &

UTILITIES-NORTH OF 18TH AVE/WEST OF

3RD STREET (SEE NOTE 5)

1 EA $_____________ $_______________

0022 ICC500 COMPLIANT IMPACT PROTECTION

SYSTEM BATTALION (HQ2) - BLD 495 1 EA $_____________ $_______________

ICC500 COMPLIANT IMPACT PROTECTION

SYSTEM COMPANY SUPPLY ADMIN BLD

(HQ4) - BLD 475, 480, 485

3 EA $_____________ $_______________

ICC500 COMPLIANT IMPACT PROTECTION

SYSTEM BATTALION MAINT SHELTER (HQ5-

B) - BLD 490

1 EA $_____________ $_______________

0025 FF&E-BATTALION BLD (HQ2) - BLD 495 (SEE

NOTE 4) 1 EA $_____________ $_______________

0026 FF&E-COMPANY SUPPLY ADMIN BLD (HQ4) -

BLD 475, 480, 485 (SEE NOTE 4) 3 EA $_____________ $_______________

0027 FF&E-BATTALION MAINT SHELTER (HQ5-B) -

BLD 490 (SEE NOTE 4) 1 EA $_____________ $_______________

HQ-OPTIONAL ITEMS-SOUTH OF 16TH

AVE/NORTH OF 8TH ST (SEE NOTE 7)

0028 CONSTRUCTION OF GIB/MISSION

TRAINING BLD (HQ1) - BLD 308 1 EA $_____________ $_______________

0029 CONSTRUCTION OF BATTALION BLD (HQ2) -

BLD 306 1 EA $_____________ $_______________

PUERTO RICO ARMY NATIONAL GUARD, JOINT TRAINING CENTER, CAMP SANTIAGO

SALINAS, PUERTO RICO

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0030 CONSTRUCTION OF BATTALION BLD (HQ2) -

BLD 310 1 EA $_____________ $_______________

0031 CONSTRUCTION OF BRIGADE BLD (HQ6) -

BLD 318 1 EA $_____________ $_______________

CONSTRUCTION OF SITEWORK &

UTILITIES-SOUTH OF 16TH AVE/NORTH OF

8TH ST (SEE NOTE 5)

1 EA $_____________ $_______________

ICC500 COMPLIANT IMPACT PROTECTION

SYSTEM GIB/MISSION TRAINING BLD (HQ1)

- BLD 308

1 EA $_____________ $_______________

ICC500 COMPLIANT IMPACT PROTECTION

SYSTEM BATTALION BLD (HQ2) - BLD 306,

2 EA $_____________ $_______________

0035 ICC500 COMPLIANT IMPACT PROTECTION

SYSTEM BRIGADE BLD (HQ6) - BLD 318 1 EA $_____________ $_______________

0036 FF&E-GIB / MISSION TRAINING BLD (HQ1) -

BLD 308 (SEE NOTE 4) 1 EA $_____________ $_______________

0037 FF&E-BATTALION BLD (HQ2) - BLD 306, 310

(SEE NOTE 4) 2 EA $_____________ $_______________

0038 FF&E-BRIGADE BLD (HQ6) - BLD 318 (SEE

NOTE 4) 1 EA $_____________ $_______________

HQ-OPTIONAL ITEMS-SOUTH OF 8TH

STREET (SEE NOTE 7)

0039 CONSTRUCTION OF COMPANY SUPPLY

ADMIN BLD (HQ4) - BLD 301 1 EA $_____________ $_______________

0040 CONSTRUCTION OF COMPANY SUPPLY

ADMIN BLD (HQ4) - BLD 303 1 EA $_____________ $_______________

0041 CONSTRUCTION OF COMPANY SUPPLY

ADMIN BLD (HQ4) - BLD 305 1 EA $_____________ $_______________

0042 CONSTRUCTION OF COMPANY SUPPLY

ADMIN BLD (HQ4) - BLD 315 1 EA $_____________ $_______________

0043 CONSTRUCTION OF COMPANY SUPPLY

ADMIN BLD (HQ4) - BLD 317 1 EA $_____________ $_______________

0044 CONSTRUCTION OF COMPANY SUPPLY

ADMIN BLD (HQ4) - BLD 319 1 EA $_____________ $_______________

PUERTO RICO ARMY NATIONAL GUARD, JOINT TRAINING CENTER, CAMP SANTIAGO

SALINAS, PUERTO RICO

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0045 CONSTRUCTION OF BATTALION MAINT

SHELTER (HQ5-A) - BLD 321 1 EA $_____________ $_______________

0046 CONSTRUCTION OF BATTALION MAINT

SHELTER (HQ5-A) - BLD 323 1 EA $_____________ $_______________

CONSTRUCTION OF SITEWORK &

UTILITIES-SOUTH OF 8TH STREET (SEE

NOTE 5)

1 EA $_____________ $_______________

ICC500 COMPLIANT IMPACT PROTECTION

SYSTEM COMPANY SUPPLY ADMIN BLD

(HQ4) - BLD 301, 303, 305, 315, 317, 319

6 EA $_____________ $_______________

ICC500 COMPLIANT IMPACT PROTECTION

SYSTEM BATTALION MAINT SHELTER (HQ5-

A) - BLD 321, 323

2 EA $_____________ $_______________

FF&E-COMPANY SUPPLY ADMIN BLD (HQ4) -

BLD 301, 303, 305, 315, 317, 319 (SEE NOTE

4)

6 EA $_____________ $_______________

0051 FF&E-BATTALION MAINT SHELTER (HQ5-A) -

BLD 321, 323 (SEE NOTE 4) 2 EA $_____________ $_______________

DEMOLITION-OPTIONAL ITEMS

0052 ASBESTOS ABATEMENT - BLD 705 (SEE

NOTE 7) 2000 SF $_____________ $_______________

0053 ASBESTOS ABATEMENT - BLD 745 (SEE

NOTE 7) 2000 SF $_____________ $_______________

0054 ASBESTOS ABATEMENT - BLD 747 (SEE

NOTE 7) 3200 SF $_____________ $_______________

TOTAL OPTION BID PRICE (ITEMS 0009 THROUGH 0053) $_______________

TOTAL BID PRICE (ITEMS 0001 THROUGH 0053) $_______________

NOTES:

(1) OFFER MUST PRICE ALL LINE ITEMS. SEE SECTION 00100 INSTRUCTIONS CONDITIONS AND NOTICES TO

OFFERORS.

(2) SEE FAR CLAUSE 52.215-4011 OFFERORS CHECKLIST OF SECTION 00100.

(3) ALL SPECIFICATION REFERENCES TO LUMP SUM SHALL APPLY TO LINE ITEMS INDICATING JOB AS THE UNIT.

(4) FF&E ITEMS: THE GOVERNMENT RESERVES THE RIGHT TO AWARD THESE OPTION ITEMS BEYOND THE INITIAL

AWARD. REFER TO FAR CLAUSE 52.217-9 FOR FURTHER DETAIL.

(5) HQ SITE WORK & UTILITY ITEMS: INCLUDES ALL UTILITIES AND SITEWORK WITHIN AND SUPPORTING THE SITE AREA. IF A BUILDING IS NOT AWARDED WITHIN THE SITE, UTILITIES WILL BE TAKEN TO 5 FEET FROM THE BUILDING

PERIMETER AND CAPPED.

(6) FOR SITE LAYOUT, REFERENCE SHEET CI-0004.

(7) THE GOVERNMENT MAY CHOOSE NOT TO AWARD THESE ITEMS AND HAVE THEM PERFORMED BY OTHER MEANS.

PUERTO RICO ARMY NATIONAL GUARD, JOINT TRAINING CENTER, CAMP SANTIAGO

SALINAS, PUERTO RICO

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

DEFINITIONS:

DFAC = DINING FACILITY. HQ = HEADQUARTERS. BLD = BUILDING NUMBER. FF&E = FURNITURE, FIXTURES, &

EQUIPMENT. INCL = INCLUDING.

(8) WORK INCLUDES DEMOLITION OF IDENTIFIED BUILDINGS, SITE WORK INCLUDING BUT NOT LIMITED TO OVERHEAD ELECTRICAL DISTRIBUTION, UTILITIES, LANDSCAPING, HARDSCAPE, PAVEMENTS, PARKING LOTS, SIDEWALKS.

PRARNG JTC, CAMP SANTIAGO, PUERTO RICO

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.1.1 Base Bid - Barracks

1.2.1.2 Base Bid - Demolition

1.2.1.3 Option Bid Items

1.2.1.3.1 Option - Barracks FF&E

1.2.1.3.2 Option - DFAC

1.2.1.3.3 Option - DFAC FF&E

1.2.1.3.4 Option - HQ

1.2.1.3.4.1 Option - HQ1, HQ2, HQ4, HQ6

1.2.1.3.4.2 Option - HQ5

1.2.1.3.4.3 Option - HQ-North Of 18Th Ave/West Of 3Rd Street:

HQ2, HQ4, HQ5-B

1.2.1.3.4.4 Option - HQ -South Of 16Th Ave/North Of 8th St:

HQ1, HQ2, HQ6

1.2.1.3.4.5 Option - HQ - South Of 8th Street: HQ4, HQ5-A

1.2.1.3.5 Option - Demolition - ACM Abatement

1.2.2 Location

1.2.3 Safety Requirements

1.2.4 Work Performed by Others

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

1.5 PHYSICAL DATA

1.5.1 Physical Conditions

1.5.2 Weather, Water Stage and Tide Data

1.5.3 Contractor Investigation

1.6 LAYOUT OF WORK

1.6.1 Established Project Control

1.6.2 Layout

1.6.3 Survey

1.7 DAMAGE TO WORK

1.8 EXISTING WORK

1.9 LOCATION OF UNDERGROUND FACILITIES

1.9.1 Notification Prior to Excavation

1.10 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)

1.10.1 Schedule of Monthly Anticipated Adverse Weather Delays

1.10.2 Contractor Responsibility

1.11 UNITS OF MEASURE

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

SECTION 01 11 00 Page 1

-- End of Section Table of Contents --

SECTION 01 11 00 Page 2

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

GDR Section 00 31 32, GEOTECHNICAL FINDINGS AND RECOMMENDATIONS REPORT for Camp Santiago Joint Training Center Facility Restoration, Puerto Rico

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-301-01 (2019) Structural Engineering

U.S. GREEN BUILDING COUNCIL (USGBC)

LEED BDC Ref Guide (2021) USGBC LEED Reference Guide for Building Design and Construction, v4.1

INTERNATIONAL CODE COUNCIL (ICC)

ICC 500 (2020) ICC/NSSA Standard for the Design and Construction of Storm Shelters

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

All facilities to be constructed are within an area of Camp Santiago known as the Joint Training Center (JTC). Camp Santiago is comprised of approximately 16,000 acres of land controlled by the Puerto Rico Army National Guard (PRARNG), and is located on the southeast side of Puerto Rico within the city limits of Salinas.

This is a Design-Bid-Build project which includes extension of design on several items, including a quantity of three (3) pre-engineered metal battalion maintenance buildings (HQ5) and fire protection equipment.

Utilities on the installation are mostly public. The Puerto Rico Aqueduct and Sewer Authority (PRASA) is the provider of water and sanitary services. The Puerto Rico Energy and Power Authority (PREPA) is the provider of electrical power. Electrical and water meters must meet the Authority to Operate (ATO) and Authority to Connect (ATC) requirements as

SECTION 01 11 00 Page 3 described within the contract requirements. The Contractor must obtain equipment from manufacturers meet all ATC and ATO requirements, and must provide a memorandum confirming this.

The Puerto Rico Telecommunications Board (PRTCB) is the provider of telecommunications services. Natural gas is not available on the site. The Contractor is responsible for the coordination, oversight, and payment for all work associated with and provided by private utility providers. The Contractor is responsible for obtaining all necessary permits required to construct this project and pay all applicable permit fees and municipal taxes. This includes, but is not limited to construction stormwater registration with the United States Environmental Protection Agency (USEPA) and in accordance with the local Puerto Rico Planning Board, PREPA (electrical), JRTPR (telecommunications), and any other required permits as needed to complete the work. All permits must be in hand prior to beginning any work. Refer to Section 01 14 00 WORK RESTRICTIONS AND SPECIAL PROVISIONS, Attachment B, for a reduction in construction excise tax in the Municipality of Salinas.

There are two United States Army Corps of Engineers (USACE) entities involved in this project. USACE-Jacksonville (SAJ) District is the contracting agency and will be the Approving Authority for all elements of construction with the exception of extension of design elements. As the Designer of Record (DOR), USACE-Transatlantic Middle East (TAM) District is the Approving Authority for extension of design elements, such as the HQ5 pre-engineered metal buildings (PEMBs), and any structural changes that may arise due to differing site conditions.

There are several optional bid items that are described below.

1.2.1.1 Base Bid - Barracks

The base scope of work is for the construction of approximately 240,000 SF of barracks in accordance with contract documents, which amounts to a total of ten barracks consisting of three different types: two (2) 2+2 Barracks (B1 Type-building numbers 304 and 316), six (6) Open Bay Barracks (B2 Type-building numbers 450, 445, 455, 465, 470, and 460), and two (2) Private Barracks (B3 Type-building numbers 300 and 312). Associated site work for the Barracks is also required and includes the demolishment of 40 buildings, construction of support structures in accordance with contract documents. Support facilities include hardened surfaces, water management structures, and utilities.

The barracks are fully designed storm shelter facilities, with the results of a site specific geotechnical investigation carefully considered. All barracks consist of a concrete frame with CMU infill walls to meet design wind loading of 200 mph, and are required to have ICC 500 compliant impact protection system. Storm shutter specification has been included as an example of an ICC 500 compliant impact protection system to be approved by the end user.

The Barracks Complex as a whole, consisting of facility types B1, B2, and B3, is designed for and require LEED BDC Ref Guide v4.1 Silver Certification to be obtained by the Contractor. The Contractor will be responsible for applying for LEED Silver and paying any associated fees for obtaining LEED Silver Certification. Contractor must tailor all O&M manuals for LEED requirement.

SECTION 01 11 00 Page 4

1.2.1.2 Base Bid - Demolition

The base scope of work includes demolition and disposal of a quantity of thirty-eight (38) existing buildings and five (5) slab/foundations, as the frame of those buildings was previously removed down to the slab. The buildings that require demolishment consist of single-story light frame or masonry construction. Building and slab footprints are shown in the drawings. For each structure to be demolished, demolish and dispose of the structure, slab, foundation, and any associated hardscape, landscaping, pavements, and utility laterals, including but not limited to buried water, sewer, underground and above ground electric. Backfilling and finish grading, seeding, or sodding is required. There are three two buildings that contain Asbestos Containing Material (ACM) (Buildings 705, 745 , 747 ). Lead Based Paint (LBP) has not been found in any buildings identified to be demolished. Abatement costs shall be placed in a separate CLIN. Refer to Section 02 41 00 DEMOLITION for more information.

1.2.1.3 Option Bid Items

There are several optional scope of work items that fall under the following three categories: Barracks, Dining Facilities (DFAC), and Headquarters (HQ). Reference the Bid Schedule in Section 00010A for a detailed breakdown. An overview of the various options is presented in this section.

1.2.1.3.1 Option - Barracks FF&E

The optional work for Barracks involves providing and installing furniture, fixtures, and equipment in accordance with contract documents.

1.2.1.3.2 Option - DFAC

Optional DFAC work entails the construction of approximately 12,000 SF of Dining Facility. The two DFAC buildings are fully designed facilities, with the results of a site specific geotechnical investigation carefully considered. Each DFAC consists of exposed exterior concrete shear and bearing walls with an architectural finish and a roof consisting of steel joists with metal decking, EPDM roof membrane, and concrete. In accordance with table 2-2 in UFC 3-301-01 , the DFACs are designated as essential facilities, and are designed for a wind load of 200mph. ICC 500 compliant shutters impact protection system for the DFACs are listed as separate optional work. Associated site work for the DFACs is also optional work and includes the construction of support structures in accordance with contract documents. Support facilities include hardened surfaces, water management structures, and utilities.

1.2.1.3.3 Option - DFAC FF&E

Optional work for DFACs includes providing and installing furniture, fixtures, and equipment in accordance with contract documents.

1.2.1.3.4 Option - HQ

Optional HQ work entails the construction of approximately 17 buildings totaling 80,000 SF that consist of one (1) 3,448 SF GIB & Mission Command Training Facility (HQ1), three (3) each 4,942 SF Battalion Headquarters Buildings (HQ2), nine (9) each 4,679 SF Company Supply and Administration Buildings (HQ4), three (3) each 5,139 SF Battalion Cleaning/Maintenance Buildings (HQ5), and one (1) 5,088 SF Brigade Headquarters Building (HQ6)

SECTION 01 11 00 Page 5 to provide space to perform daily administrative and supply activities.

ICC 500 compliant shutters impact protection system for the HQs are listed as separate optional work. Associated site work for the HQs is also optional work and includes the construction of support structures in accordance with contract requirements. Support facilities include hardened surfaces, water management structures, and utilities.

1.2.1.3.4.1 Option - HQ1, HQ2, HQ4, HQ6

The HQ buildings are fully designed facilities, with the results of a site specific geotechnical investigation carefully considered. Each HQ consists of exposed exterior concrete shear and bearing walls with an architectural finish and a roof consisting of steel joists with metal decking, EPDM roof membrane, and concrete. in accordance with Table 2-2 in UFC 3-301-01 , these HQ facilities are designated as essential facilities, and are designed for a wind load of 200mph.

1.2.1.3.4.2 Option - HQ5

The optional scope of work entails the construction of three HQ5 Battalion Maintenance Facilities, which are pre-engineered metal buildings (PEMB) to be designed by the Contractor. The building shall be designed to meet the required loads specified in the drawings, including a wind load of 175 mph. The foundation for the PEMB has been designed for the anticipated framing layout and reactions shown in the drawing set. If the reactions from the PEMB design are greater than the anticipated reactions on the foundation, the contractor is responsible for notifying the Contracting Officer immediately.

1.2.1.3.4.3 Option - HQ-North Of 18Th Ave/West Of 3Rd Street: HQ2, HQ4, HQ5-B

The optional scope of work entails the construction of one (1) HQ2 Battalion Headquarters Building and three (3) HQ4 Company Supply and Administration Buildings which are fully designed facilities, with the results of a site-specific geotechnical investigation carefully considered. Each HQ consists of concrete shear and bearing walls with a roof consisting of steel joists with metal decking and concrete. In accordance with Table 2-2 in UFC 3-301-01 , these HQ facilities are designated as essential facilities, and are designed for a wind load of 200mph.

One (1) HQ5-B Battalion Maintenance Facility, which is pre-engineered metal building (PEMB), is to be designed and built by the Contractor. The building must be designed to meet the required loads specified in the drawings, including a wind load of 175 mph. The foundation for the PEMB has been designed for the anticipated framing layout and reactions shown in the drawing set. If the reactions from the PEMB design are greater than the anticipated reactions on the foundation, the Contractor is responsible for notifying the Contracting Officer's Representative immediately.

Associated site work and utilities for the HQ-OPTIONAL ITEMS-NORTH OF 18TH AVE/WEST OF 3RD STREET: HQ2, HQ4, HQ5-B is also optional work and includes the construction of support structures in accordance with contract documents. Support facilities include hardened surfaces, water management structures, and utilities.

ICC 500 compliant shutters impact protection system for the HQ-OPTIONAL ITEMS-NORTH OF 18TH AVE/WEST OF 3RD STREET: HQ2 and , HQ4, and HQ5-B are

SECTION 01 11 00 Page 6 listed as separate optional work. HQ5-B does not require shutters.

Optional FF&E work for HQ-OPTIONAL ITEMS-NORTH OF 18TH AVE/WEST OF 3RD STREET: HQ2, HQ4, HQ5-B includes providing and installing furniture, fixtures, and equipment in accordance with contract documents. Reference Division 12-Furnishings.

1.2.1.3.4.4 Option - HQ -South Of 16Th Ave/North Of 8th St: HQ1, HQ2, HQ6

The one (1) HQ1 GIB & Mission Command Training Facility, two (2) HQ2 Battalion Headquarters Buildings, and one (1) HQ6 Brigade Headquarters Building are fully designed facilities, with the results of a site-specific geotechnical investigation carefully considered. Each HQ consists of concrete shear and bearing walls with a roof consisting of steel joists with metal decking and concrete. In accordance with Table 2-2 in UFC 3-301-01 , these HQ facilities are designated as essential facilities, and are designed for a wind load of 200mph.

Associated site work and utilities for the HQ-OPTIONAL ITEMS-SOUTH OF 16TH AVE/NORTH OF 8TH ST: HQ1, HQ2, HQ6 is also optional work and includes the construction of support structures in accordance with contract documents.

Support facilities include hardened surfaces, water management structures, and utilities.

ICC 500 compliant shutters impact protection system for the HQ-OPTIONAL ITEMS-SOUTH OF 16TH AVE/NORTH OF 8TH ST: HQ1, HQ2, HQ6 are listed as separate optional work.

Optional FF&E work for HQ-OPTIONAL ITEMS-SOUTH OF 16TH AVE/NORTH OF 8TH ST: HQ1, HQ2, HQ6 includes providing and installing furniture, fixtures, and equipment in accordance with contract documents. Reference Division 12-Furnishings.

1.2.1.3.4.5 Option - HQ - South Of 8th Street: HQ4, HQ5-A

The six (6) HQ4 Company Supply and Administration buildings are fully designed facilities, with the results of a site-specific geotechnical investigation carefully considered. Each HQ consists of concrete shear and bearing walls with a roof consisting of steel joists with metal decking and concrete. In accordance with Table 2-2 in UFC 3-301-01 , these HQ facilities are designated as essential facilities, and are designed for a wind load of 200mph.

Two (2) HQ5 Battalion Maintenance Facilities, which are pre-engineered metal buildings (PEMBs), are to be designed by the Contractor. The buildings shall be designed to meet the required loads specified in the drawings, including a wind load of 175 mph. The foundation for the PEMB has been designed for the anticipated framing layout and reactions shown in the drawing set. If the reactions from the PEMB design are greater than the anticipated reactions on the foundation, the contractor is responsible for notifying the Contracting Officer's Representative immediately.

Associated site work and utilities for the HQ-OPTIONAL ITEMS-SOUTH OF 8TH STREET: HQ4, HQ5-A is also optional work and includes the construction of support structures in accordance with contract documents. Support facilities include hardened surfaces, water management structures, and utilities.

ICC 500 compliant shutters impact protection system for the HQ-OPTIONAL

SECTION 01 11 00 Page 7

ITEMS-SOUTH OF 8TH STREET: HQ4 and HQ5-A is are listed as separate optional work. HQ5-A does not require shutters.

Optional FF&E work for HQ-OPTIONAL ITEMS-SOUTH OF 8TH STREET: HQ4, HQ5-A includes providing and installing furniture, fixtures, and equipment in accordance with contract documents. Reference Division 12-Furnishings.

1.2.1.3.5 Option - Demolition - ACM Abatement

There are three two buildings that contain Asbestos Containing Material (ACM) (Buildings 705, 725, 745). The Government may choose to perform this work by other means and if so, will provide clearance surveys to the Contractor after award. Refer to Section 02 82 00 ASBESTOS REMEDIATION for more information.

1.2.2 Location

The work is located at Camp Santiago in Salinas, Puerto Rico.

1.2.3 Safety Requirements

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and EM 385-1-1 .

1.2.4 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

Read this paragraph in conjunction with the Clause COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

Refer to the Clause LIQUIDATED DAMAGES - CONSTRUCTION (FAR 52.211-12) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5 PHYSICAL DATA

Read this paragraph in conjunction with the Clause PHYSICAL DATA (FAR 52.236-4) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5.1 Physical Conditions

The indications of physical conditions on the drawings and in the specifications are the result of site investigations by surveys and/or by core borings. When the indicated physical conditions are the result of site investigations by core borings, the core boring logs and laboratory data are in Section 00 31 32 GEOTECHNICAL DATA REPORT (GDR) and the core boring locations are shown on the drawings. Also, see the GDR for instructions concerning availability of core borings for inspection.

1.5.2 Weather, Water Stage and Tide Data

See Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA.

SECTION 01 11 00 Page 8

1.5.3 Contractor Investigation

Refer to the Clause SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK (FAR 52.236-3) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.6 LAYOUT OF WORK

Read this paragraph in conjunction with the Clause LAYOUT OF WORK (FAR 52.236-17) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.6.1 Established Project Control

The Government has established monuments along the work site(s). Each monument is represented in the contract drawings by a Designation and in most cases, an alphanumeric Permanent Identifier (PID). Information concerning the location and elevations can be found within the Survey Notes on the plan sheets. The Survey Notes for each included field survey will cite a particular survey number, and specify the control used to conduct that survey. Additional information is included in the Survey Notes that must be duplicated if an attempt to recreate the subject survey is desired.

1.6.2 Layout

From the monuments, control data and elevations established by the Government, the Contractor shall complete the layout of the work and shall be responsible for all measurements that may be required for the execution of the work to the location and limit marks prescribed in the specifications or on the contract drawings, subject to such modifications as the Contracting Officer may require to meet changed conditions or as a result of necessary modifications to the contract work.

1.6.3 Survey

The Contractor shall furnish, at his own expense, such stakes, templates, platforms, equipment, tools and material, and all labor as may be required in laying out any part of the work from the monuments, control data and elevations established by the Government. It shall be the responsibility of the Contractor to maintain and preserve all monuments, stakes and other marks established by the Contracting Officer until authorized to remove them, and if such marks or monuments are destroyed by the Contractor or through his negligence, prior to their authorized removal, they may be replaced by the Contracting Officer, at his discretion, and the expense of replacement will be deducted from any amounts due or to become due the Contractor. The Contracting Officer may require that work be suspended at any time when location and limit marks established by the Contractor are not reasonably adequate to permit checking of the work.

1.7 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work shall be as set forth in Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES in Volume 1. However, if, in the judgment of the Contracting Officer, any part of the permanent work performed by the Contractor is damaged by flood, earthquake, hurricane, or tornado, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, the Contractor will make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be

SECTION 01 11 00 Page 9 made at the applicable contract unit or job prices as fixed and established in the contract. If, in the opinion of the Contracting Officer, there are no contract unit or job prices applicable to any part of such work, an equitable adjustment pursuant to Clause CHANGES of Section 00700 CONTRACT CLAUSES in Volume 1 will be made as full compensation for the repairs of that part of the permanent work for which there are no applicable contract unit or job prices. Except as herein provided, damage to all work (including temporary construction), utilities, materials, equipment and plant shall be repaired to the satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.

1.8 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.9 LOCATION OF UNDERGROUND FACILITIES

Obtain digging permits with Camp Santiago's DPW prior to start of excavation. Local Utilities are given 48 hours notice to mark their asset before start of construction. If a utility company fails to identify services, the Contractor is responsible for scanning the construction site with appropriate equipment and marking where existing underground utilities are discovered.

Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.9.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.10 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the Clause DEFAULT (FIXED-PRICE CONSTRUCTION) of Section 00700 CONTRACT CLAUSES in Volume 1. In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe; that is, more severe than the adverse weather anticipated for the project location during any given month.

SECTION 01 11 00 Page 10

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

1.10.1 Schedule of Monthly Anticipated Adverse Weather Delays

The schedule of monthly anticipated adverse weather delays is based upon National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

See Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA to obtain MONTHLY

ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS BASED ON 5-DAY WORK WEEK. A

reasonable number of anticipated weather delay work days is obtained from the average number of days per month (rounded to the nearest whole number) with precipitation greater than that indicated in Section 00 33 50

WEATHER, WATER STAGE AND TIDE DATA.

1.10.2 Contractor Responsibility

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor must record on the daily CQC report the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in a previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA (rounded to the nearest whole number), the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Clause DEFAULT (FIXED PRICE CONSTRUCTION) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.11 UNITS OF MEASURE

The standard U.S. system or the metric systems of measure may be utilized by the Contractor in the performance of his work. All survey records, official documentation, engineering data, and all correspondence, including any submittals and shop drawings, shall clearly denote which system of measure is being utilized, referenced or discussed. Any omission or inaccurate use of a unit of measure on the part of the Contractor shall not relieve him of his responsibilities under the contract terms. The unit of measure used in this contract is the U.S. Imperial system. The contract drawings denote both standard U.S. system and metric system where appropriate. If no unit of measure is indicated on the drawing such as on ranges, stations, slope elevations, and distance numbers, then they are to be considered the standard U.S. Imperial system.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SECTION 01 11 00 Page 11

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS AND SPECIAL PROVISIONS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

1.3.1.1 Subcontractors and Personnel Contacts

1.3.1.2 Site and Building Security and Vehicle Identification

1.3.1.3 No Smoking Policy

1.3.2 Working Hours

1.3.3 Work Outside Regular Hours

1.3.4 Utility Cutovers and Interruptions

1.3.5 Working Conditions

1.4 SECURITY REQUIREMENTS

1.4.1 Installation Access

1.5 IDENTIFICATION OF EMPLOYEES AND BASE ACCESS PROCEDURES

1.6 ACM CERTIFICATION

1.6.1 Construction Phase

1.7 LABOR LAWS

1.8 INTERFERENCE WITH TRAFFIC AND PUBLIC ADN PRIVATE PROPERTY

1.9 COMPLIANCE WITH POST/BASE REGULATIONS

1.10 NOTICE OF FEDERAL, STATE AND LOCAL TAXES - CONTRACTS PERFORMED IN

PUERTO RICO

1.11 LABOR, EQUIPMENT, AND MATERIAL REPORTS

1.12 ENGLISH-SPEAKING REPRESENTATIVE

1.13 CONTRACTOR SECURITY TRAINING/FACILITY ACCESS REQUIREMENTS

1.14 PROGRESS PHOTOGRAPHS

1.15 CONTRACT DRAWINGS AND SPECIFICATIONS

1.16 INSURANCE - WORK ON A GOVERNMENT INSTALLATION

1.17 AVAILABILITY OF SAFETY AND HEALTH REQUIREMENTS MANUAL (EM 385-1-1)

1.18 FIRE PROTECTION DURING CONSTRUCTION

1.19 RED ZONE MEETING

1.19.1 Facility Turnover Planning Meetings (USACE Red Zone - URZ)

1.19.1.1 URZ Checklist

1.19.1.2 Meetings

1.20 VALUE ENGINEERING AFTER AWARD

1.21 FINAL CLEANING

1.22 HURRICANE AND SEVERE STORM PLAN

1.22.1 Hurricane and Severe Storm Plan

1.23 SIGN

1.24 PROFIT

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 14 00 Page 1

ATTACHMENTS:

Attachment A - DPW Dig Permit

Attachment B - Municipal Tax Reduction

-- End of Section Table of Contents --

SECTION 01 14 00 Page 2

SECTION 01 14 00

WORK RESTRICTIONS AND SPECIAL PROVISIONS

PART 1 GENERAL

Attachments to this specification are as follows:

a. Construction Project Sign Details Attachment A - DPW Dig Permit

b. DPW Requirements Attachment B - Municipal Tax Reduction

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-600-1 (2016; with Change 3, 2019) Fire Protection Engineering for Facilities

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (2019) Standard for Safeguarding Construction, Alteration, and Demolition Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel ; G, RO

Labor, Equipment, and Material Report ; G, RO

Daily Equipment Report

OPSEC SOP/Plan

Level I OPSEC Training

List Of Verified/Eligible Candidates ; G, RO

Hurricane and Severe Storm Plan ; G, RO

SECTION 01 14 00 Page 3

SD-07 Certificates

AT Level I Awareness Training

Insurance ; G, RO

Progress Photographs

URZ Checklist ; G, RO

SD-11 Closeout Submittals

ACM Certification ; G, RO

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear personal protective equipment in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. All Contractors must conspicuously mark equipment and establish color codes for safety vests, t-shirts, and long sleeve shirts used for all Contractor and Sub-Contractor personnel in the field for easy identification.

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency five (5) working days prior to commencement of work. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.3.1.2 Site and Building Security and Vehicle Identification

a. Provide security for the areas within the contract limits. When the Government takes possession of certain areas, provide security for areas remaining under Contractor control.

b. Wherever there are fence disruptions due to the construction of this project, continually monitor and maintain the fence.

c. Furnish an identification required by Camp Santiago to each employee in accordance with paragraph titled IDENTIFICATION OF EMPLOYEES AND

BASE ACCESS PROCEDURES.

d. Require each employee engaged on the work to display such identification as may be approved and directed by the Contracting Officer. Immediately deliver all prescribed identification to the Contracting Officer for cancellation upon release of any employees.

When required by the Contracting Officer, obtain and submit fingerprints of all persons employed or to be employed on the project.

e. Contractors/Subcontractors and their employees requiring access to the installation will be required to comply with the installation access

SECTION 01 14 00 Page 4 control policy/procedures. The Government will not be responsible for damages due to delay/stoppages caused by failure to comply.

f. All vehicles and personnel are subject to search and seizure of contraband and/or unauthorized Government property. Contractor vehicles (Contractor-owned and personal), Contractor personnel, and their personal property shall be subject ot searches upon entering of leaving the installation. The search and to seizure provisions of AR 190-22 shall apply to Contractor personnel entering or leaving the facilities.

1.3.1.3 No Smoking Policy

Smoking is prohibited within and outside of all buildings except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.3.2 Working Hours

Regular working hours are to begin no earlier than 0700 hours and end no later than 1700 hours, Monday through Friday, excluding Government holidays. Government holidays are not regular work hours/days. Peak hours at the main gate are 0700, 1145, and 1245 for inbound traffic and 1600 for outbound traffic. Avoid deliveries during these hours.

1.3.3 Work Outside Regular Hours

Work outside regular working hours and days requires Contracting Officer approval. Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours.

During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer.

1.3.4 Utility Cutovers and Interruptions

a. Make utility cutovers Mondays and Tuesdays since peak population is expected during weekends, or during Government Holidays unless directed otherwise. Make utility cutovers in coordination with Camp Santiago DPW personnel and in accordance with Camp Santiago DPW requirements (permits, plans, etc.)

b. All utility cutovers and interruptions must be coordinated with DPW personnel. Make application 30 calendar days in advance before initiate the work related ti this activity. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm and chill water shall be considered utility cutovers pursuant to the paragraph entitled WORK OUTSIDE REGULAR HOURS.

d. Operation of Station Utilities: Do not operate nor disturb the

SECTION 01 14 00 Page 5 setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. Notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.3.5 Working Conditions

a. Open trenches or road restrictions will not be permitted without the approval of the Contracting Officer.

b. Access ways shall be fully usable.

c. All cost for conformance with the above stated requirements must be included with the job contract amount and no claim for extra cost will be considered.

1.4 SECURITY REQUIREMENTS

Comply with Camp Santiago requirements to enter the work site.

1.4.1 Installation Access

Contractor employees, including subcontractors, must comply with applicable Installation and facility access security policies and procedures, including FAR clause 52.204-2, Security Requirements and Alternate II. All Contractors and subcontractors will be issued an Installation Pass issued through the Automated Installation Entry (AIE) Security System to access the Installation. The Camp Santiago military installation is a limited access post. Unscheduled gate closures by the military police may occur at any time. In accordance with DA AR 525-13, paragraph 5-19, prospective Contractors must undergo a verification process by the Installation Provost Marshal Office, Director of Emergency Services, to determine the trustworthiness and suitability prior to being granted access to federal property. This will be accomplished using the National Crime Information Center (NCIC) Interstate Identification Index (III). This is the minimum baseline background check for entrance onto Army Installations for non-CAC holders, including visitors (Refer to DA AR 190-13, paragraph 8-2).

Personnel entering or exiting the Installation may experience a delay due to vehicle inspections, registration checks, verification of seat belt use, etc. Vehicles and personnel are subject to search and seizure. The search and seizure provisions apply to Contractor personnel while within Camp Santiago's area of jurisdiction. Contractor personnel must comply with entry control requirements and security policies/procedures in effect. Security procedures may change without notice.

1.5 IDENTIFICATION OF EMPLOYEES AND BASE ACCESS PROCEDURES

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations.