W912QR10R0014_Specs_Vol2-0002.pdf

PDF 15 MB Posted Jan 29, 2020

Attached to: MATOC - Army Reserve National Roofing Program (NRP)
Solicitation number: W912QR19R0014
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Dec 29, 2023

This document provides details for a Multiple Award Task Order Contract (MATOC) solicitation for roofing and building envelope repair and replacement services. The U.S. Army Corps of Engineers Louisville District intends to award up to ten IDIQ MATOCs to support the National Roofing Program, Army IMCOM, Air Force, and Air Force Reserves nationwide. The total value is $95 million over a five-year ordering period. Task order magnitudes will range from $100,000 to $2,000,000. This is a 100% small business set-aside with a NAICS code of 238160. The anticipated solicitation release date is September 16, 2019 on FBO.gov. Proposals will be evaluated using best value tradeoff. Discussions are not planned but may be held for Phase II. The point of contact is Emily Moore.

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File	Type	Posted
W912QR19R0014-0003.pdf	PDF	Mar 24, 2020
W912QR10R0014_Specs_Vol1-0002.pdf	PDF	Jan 29, 2020
W912QR19R0014 AMDT 0001.pdf	PDF	Nov 15, 2019

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National Roofing Program (NRP) FY20 MATOC Volume 2 Corrected Final

NRP FY20 DB MATOC

Corrected Final

472474

January 2020

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W912QR10R0014_Specs_Vol2-0002

NRP FY20 DB MATOC 472474

Corrected Final January 2020

VOLUME 2 Seed Projects

Seed Project 1 AS001

00 80 50.00 06 Seed Project 1 AS001 SPECIAL PROVISIONS 01 11 50.00 06 Seed Project 1 AS001 SUMMARY OF WORK

Attachment A Photos of Existing Conditions Attachment B Existing Conditions Attachment C Site Location

Seed Project 2 CA150

00 80 50.00 06 Seed Project 2 CA150 SPECIAL PROVISIONS 01 11 50.00 06 Seed Project 2 CA150 SUMMARY OF WORK

Attachment A Photos of Existing Conditions Attachment B Existing Conditions Attachment C Site Location

Seed Project 3 FL125

00 80 50.00 06 Seed Project 3 FL125 SPECIAL PROVISIONS 01 11 50.00 06 Seed Project 3 FL125 SUMMARY OF WORK

Attachment A Photos of Existing Conditions Attachment B Existing Conditions Attachment C Site Location

Seed Project 4 IL079

00 80 50.00 06 Seed Project 4 IL079 SPECIAL PROVISIONS 01 11 50.00 06 Seed Project 4 IL079 SUMMARY OF WORK

Attachment A Photos of Existing Conditions Attachment B Existing Conditions Attachment C Site Location

Seed Project 5 WV026

00 80 50.00 06 Seed Project 5 WV026 SPECIAL PROVISIONS 01 11 50.00 06 Seed Project 5 WV026 SUMMARY OF WORK

Attachment A Photos of Existing Conditions Attachment B Existing Conditions Attachment C Site Location

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Corrected Final

NRP FY20 DB MATOC

Corrected Final

472474

January 2020

Seed Project 1

AS001

2508 Airport Rd, Tafuna, American Samoa Single Ply Overlay of Standing Seam Metal Roof

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NRP FY20 MATOC Project 1 Tafuna, American Samoa AS001 January 2020 472474

SECTION 00 80 50.00 06 Page 1

CORRECTED FINAL

SECTION

00 80 50.00 06

SPECIAL PROVISIONS FOR TASK ORDERS

08/19

PART 1 GENERAL

1.1 NOT USED

1.2 NOT USED

1.3 NOT USED

1.4 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER. ER 415-1-15

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the "Default (Fixed-Price Construction)" as discussed in Section 00 70 00 of the base contract and Section 00 70 50 of this task order. In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

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.

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.

The following schedule of monthly anticipated adverse weather delays is based on 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 weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

AS001 6 5 6 7 9 7 9 11 8 9 8 6

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will 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 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 listed above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work

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472474

SECTION 00 80 50.00 06 Page 2

CORRECTED FINAL

days, and issue a modification in accordance with the "Default (Fixed-Price Construction)" in section 00 70 00 of the base contract, Volume 1 .

1.5 WAGE RATES

The decision of the Secretary of Labor, covering rates of wages, including fringe benefits to be paid laborers and mechanics performing work under this contract, is attached to this solicitation. The payment for all classes of laborers and mechanics actually employed to perform work under the contract will be specified in the following contract provisions: "Contract Work Hours and Safety Standards -- Overtime Compensation"; "Construction Wage Rate Requirements"; and, "Compliance with Copeland Act Requirements" in Section 00 70 00 of the base contract.

The Davis-Bacon Act is not applicable to contract work performed in American Samoa, and the Service Contract Act has been held not to apply to construction contracts. In accordance with the Permits and Responsibilities clause of the base contract, FAR 52.236-7, the Contractor shall be responsible for complying with any local labor laws, codes, and regulations that apply to the work performed under this task order. The Contractor is advised to consult with the Commonwealth's Department of Labor for the purpose of reviewing applicable local labor laws which may contain specific rules for computing overtime and the amount of overtime pay laborers and mechanics must be paid. Any such applicable local labor law imposing stricter overtime rules than those contained in the Contract Work Hours and Safety Standards Act -- Overtime Compensation clause of this contract (i.e., provides greater benefits to laborers and mechanics) may apply in lieu of the rules contained in that clause.

The work to be performed is located in the Territory of American Samoa, Tuaautu County.

1.6 Not Used

1.7 Not Used

1.8 Not Used

1.9 NOT USED

1.10 NOT USED

1.11 NOT USED 0

1.12 NOT USED

1.13 NOT USED

1.14 NOT USED

1.15 NOT USED

1.16 DESIGN CONFERENCES

Due to the remote location of the facility all design conferences will be at the Contractor’s or DORs office. The contractor shall be responsible for a

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472474

SECTION 00 80 50.00 06 Page 3

CORRECTED FINAL

meeting room with size to accommodate all contractor and six (6) government personnel.

1.17 NOT USED

1.18 NOT USED

1.19 NOT USED

1.20 NOT USED

1.21 NOT USED

1.22 NOT USED

1.23 NOT USED

1.24 NOT USED

1.25 NOT USED

1.26 NOT USED

PART 2 PRODUCTS NOT USED

PART 3 EXECUTION NOT USED

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Line

Act-ivity

Trans-mittal # Specification Section SD # SD Description Item Submitted

Paragraph

Classi-fication:

GA for

GOVT or A/E Revwr Submit

Approval Needed

Material Needed

By Action Code

Date Of Action

Date FWD to APPR /

Auth - Date RCD

From

CONTR

Date FWD To

Other Revwr

Date

RCD

From Other Revwr

Action Code

Date Of Action

Mailed To

CONTR/

Date RCD From

APPR

Authority Remarks

00 80 00.00 06 Vol 1 SD-01 Preconstruction Submittal Labor, Equipment and Material Reports 1.19 GA

00 80 00.00 06 Vol 1 SD-01 Preconstruction Submittal Daily Equipment Report 1.19 GA

00 80 00.00 06 Vol 1 SD-01 Preconstruction Submittal Scaffolding, Competent Person and Crew Qualifications and Training 1.21 GA

00 80 00.00 06 Vol 1 SD-01 Preconstruction Submittal Scaffolding Erection Plan 1.21 GA

00 80 00.00 06 Vol 1 SD-01 Preconstruction Submittal Fingerprints of all persons employed or to be employed 1.12 GA

00 80 00.00 06 Vol 1 SD-01 Preconstruction Submittal Local Agency Check 1.12 GA

00 80 00.00 06 Vol 1 SD-01 Preconstruction Submittal Training Report 1.3 GA

01 20 00.00 06 Vol 2 SD-01 Preconstruction Submittal Construction Plan 3.3.1 GA

01 20 00.00 06 Vol 2 SD-01 Preconstruction Submittal Contractor’s Safety Program 3.4.5.3 GA

01 20 00.00 06 Vol 2 SD-01 Preconstruction Submittal Demolition Plan 4.2 GA

01 32 01.00 06 Vol 1 SD-01 Preconstruction Submittal Task Order Schedule 3.4 GA

01 35 26.00 06 Vol 1 SD-01 Preconstruction Submittal Accident Prevention Plan 1.8 GA

01 35 26.00 06 Vol 1 SD-01 Preconstruction Submittal Activity Hazard Analysis (AHA) 1.9 GA

01 35 26.00 06 Vol 1 SD-01 Preconstruction Submittal Site Safety & Health Office Qualifications (SSHO) 1.6 & Vol 2 GA

01 45 04.10 06 Vol 1 SD-01 Preconstruction Submittal Design Quality Control Plan 3.2 GA

01 45 04.10 06 Vol 1 SD-01 Preconstruction Submittal Construction Quality Control Plan 3.3 GA

01 50 00 Vol 1 SD-01 Preconstruction Submittal Construction Site Plan 1.4 GA

01 50 00 Vol 1 and 01 57 20.00 06 Vol 1 SD-02 Preconstruction Submittal Dust Control Plan 3.4.4 and

4.2.11 GA

01 57 20.00 06 Vol 1 SD-01 Preconstruction Submittal Environmental Protection Plan 1.7 GA

01 74 19 Vol 1 SD-01 Preconstruction Submittal Waste Management Plan 1.6 GA

00 80 50.00 06 Vol 2 SD-01 Preconstruction Submittal Storm Water Pollution Prevention Plan 1.7 GA

00 80 50.00 06 Vol 2 SD-02 Shop Drawings Mechanical/Electrical Room Layout 1.9 GA

00 80 00.00 06 Vol 1 SD-04 Samples Equipment Warranty Identification Tags 1.13(f) GA

00 80 50.00 06 Vol 2 SD-05 Design Data Soil Certification 1.24 GA

00 80 00.00 06 Vol 1 SD-05 Design Data Equipment-in-Place List 1.9 GA

00 80 00.00 06 Vol 1 SD-05 Design Data Maintenance and Parts Data 1.9 GA

00 80 00.00 06 Vol 1 SD-05 Design Data Progress Photographs 1.20 GA

00 80 00.00 06 Vol 1 SD-07 Certificates Warranties 1.13 GA

00 80 00.00 06 Vol 1 SD-07 Certificates Insurance 1.4 GA

SB MATOC CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION APPROVING AUTHORITY

TITLE: NRP FY20 MATOC

SUBMITTAL REGISTER

JOB NAME: Seed Project 1 LOCATION: AS001 Tafuna, American Samoa

CONTRACT NO:

CONTRACTOR:

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Act-ivity

Trans-mittal # Specification Section SD # SD Description Item Submitted

Paragraph

Classi-fication:

GA for

GOVT or A/E Revwr Submit

Approval Needed

Material Needed

By Action Code

Date Of Action

Date FWD to APPR /

Auth - Date RCD

From

CONTR

Date FWD To

Other Revwr

Date

RCD

From Other Revwr

Action Code

Date Of Action

Mailed To

CONTR/

Date RCD From

APPR

Authority Remarks

SB MATOC CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION APPROVING AUTHORITY

TITLE: NRP FY20 MATOC

SUBMITTAL REGISTER

JOB NAME: Seed Project 1 LOCATION: AS001 Tafuna, American Samoa

CONTRACT NO:

CONTRACTOR:

00 80 00.00 06 Vol 1 SD-07 Certificates Sales and Use Tax 1.1 GA

1 80 00.00 06 Vol 1 SD-08 Certificates Certificates of Compliance 1.33 GA

00 80 50.00 06 Vol 2 SD-07 Certificates No Asbestos - Containing Material (ACM) Certification 1.21 GA

00 80 50.00 06 Vol 2 SD-07 Certificates Monthly AT Training Roster 4.1.8 GA

00 80 00.00 06 Vol 1 SD-11 Closeout Submittals Preliminary (Working) As-Built Drawings 1.7.4 GA

00 80 00.00 06 Vol 1 SD-11 Closeout Submittals Warranty Management Plan 1.13(b) GA

00 80 50.00 06 Vol 2 SD-11 Closeout Submittals Final As-Built Drawings 1.9 GA

01 74 19 Vol 1 SD-11 Closeout Submittals Records, Waste Generated/Diverted 1.7 GA

1 80 00.00 06 Vol 1 SD-12 Closeout Submittals Final Borrow Pit/Spoil Area Contour Map 1.7.3(h) or

1.8.4 GA

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FY20 NRP Project 1 P2 472474 AS001, Tafuna, American Samoa December 2019

SECTION 01 11 50.00 06

SECTION

01 11 50.00 06

Task Order SCOPE OF WORK

1.0 PROJECT INFORMATION

1.1 GENERAL

Design/Build: The Contractor shall provide all labor, equipment, supplies, and consultant services and all site investigations, surveys, analysis, sampling, testing and verification of existing field conditions as required for design and construction of the Roof Replacement Project at AS001 to result in a complete and useable Facility. Contractor shall provide complete design analysis incorporating all engineering computations, analysis, test and survey results, building code (including fire protection, life safety, environmental and accessibility) review as it pertains/affects/relates to this project, equipment and material data and documentation of existing conditions.

1.2 SCOPE OF WORK

Unless specifically noted otherwise in this Specification Section or in the base MATOC contract Volume 1 of 2 itself, all requirements of the base MATOC contract Volume 1 of 2 shall apply to this Task Order. The work includes design and construction to install a single ply overlay system of the metal roofs for the Warehouse, AAFES, and VA buildings at AS001.

Design/Build: Design and construction shall comply with the requirements contained in this Task Order Request for Proposal (RFP). The design and technical criteria contained and cited in this RFP and the Unified Facilities Guide Specifications (UFGS) establish minimum standards for design and construction quality. The Designers of Record shall use the Unified Facilities Guide Specifications (UFGS) and the requirements contained in this RFP to fully develop the technical specifications and construction drawings. The objective of this solicitation is to obtain an energy efficient, durable, maintainable and sustainable space.

Design/Build: The illustrations and exhibits included in this RFP illustrate the conceptual design of the project and are provided to define the scope of work and budget. The concepts provided shall be further developed by the Design/Build Contractor to comply with the customer’s functional needs.]

All demolition required to construct the project is included as part of the work of this Contract.

1.3 SITE LOCATION

This project is located at 2508 Airport Rd, Tafuna, AS.

1.4 EXISTING SITE UTILITIES

1.4.1 The contractor shall verify the capacity of all utilities serving the building. Upgrading the existing utilities, (unless noted otherwise) outside the limits of construction, is not a part of this project.

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SECTION 01 11 50.00 06

1.5 BID OPTIONS

NOT USED

1.6 ATTACHMENTS

Design/Build: Information provided in the Attachments is intended to guide the completion of the design by establishing existing conditions, and the desired character, appearance, and function of the new construction. The following Attachments are included and shall be used and strictly adhered-to in completing the design and construction of the project.

a. ATTACHMENT A: Photos of Existing Conditions

b. ATTACHMENT B: Existing Conditions

c. ATTACHMENT C: Site Location

1.7 Not Used

1.8 Not Used

1.9 NOT USED

1.10 NOT USED

1.11 NOT USED

1.12 NOT USED

1.13 NOT USED

2.0 DESIGN REQUIREMENTS

2.1 GENERAL

The Contractor shall prepare complete construction documents for all work designed as required by the RFP. The construction documents to be prepared shall include, but are not limited to, construction drawings, specifications, submittals, and design analysis as required in Section 01 33 16.00 10 DESIGN DATA (DESIGN AFTER AWARD), Volume 1. Materials and equipment shall be limited to those specified except that where no specific material and equipment is specified or no basis of design is identified, the Contractor shall use materials and equipment accepted within the construction industry and in compliance with Design Criteria.

2.2 DESIGN

2.2.1 The Contractor shall prepare a 100% design for the project in accordance with the RFP using industry standard materials and efficient practices. The design of the materials selected shall be high quality, durable and easily maintained. The Contractor shall be responsible for the professional quality, code compliance, technical accuracy, and coordination of all designs, drawings, specifications, and other documents or publications upon which the design and construction are based. It shall be the responsibility of the Design/ Build Contractor to verify the accuracy of the documents provided.

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SECTION 01 11 50.00 06

2.2.2 Design Milestone Schedule

Notice to Proceed (NTP) Day 0 Charette Report (FIO no review) NTP + 60 Days Interim Submittal (FIO no review) NTP + 90 Days Draft Final NTP + 120 days Corrected Final/Issue for Construction Submittal NTP + 150 days

2.3 REQUEST FOR PROPOSAL (RFP) INTENT

The intent of this RFP section is to describe the requirements for appearance, function, materials, and types of construction in sufficient detail to enable engineering and design to be completed by the Contractor.

2.4 NOT USED

2.5 NOT USED

2.6 Not Used

2.7 NOT USED

2.8 NOT USED

2.9 NOT USEDS

2.10 NOT USED

2.11 Not Used

2.12

2.13 GOVERNMENT FURNISHED MATERIALS

2.12.1 GFM Handover

The GFM has been provided as part of the Solicitation package.

2.12.2 GFM File Formats

GFM are provided only in PDF format.

2.14 DESIGN SUBMITTAL DISTRIBUTION MATRIX

Submittal Reviewers & Mailing Addresses

U.S. Army Corps of Engineers Timothy M. McClellan, P.E., RRC Timothy.m.mcclellan@usace.army.mil LRL-ED-MA Room 872C 600 Doctor Martin Luther King Junior Place Louisville, KY 40202

U.S. Army Corps of Engineers

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Carl Lindsay II, CMIT Carl.L.Lindsay@usace.army.mil

LRL-CD

600 Doctor Martin Luther King Junior Place Louisville, KY 40202

U.S. Army Corps of Engineers Jeffrey E. Bayers, P.E., P.M.P.

Jeffrey.e.bayers@usace.army.mil

LRL-PM-R

600 Doctor Martin Luther King Junior Place Louisville, KY 40202

Albert F. Cherry USARC-ARIMD Engineering Branch Program Manager: BUILDER, NRP, & FRP Phone: 910-570-8961 Email: albert.f.cherry.civ@mail.mil

3.0 GENERAL CONSTRUCTION REQUIREMENTS

3.1 SUMMARY

3.1.1 The requirements include:

a. Construction considerations and use of the premises.

b. Protection of personnel and Government property.

c. Construction facilities and job site standards.

d. The requirements of this section apply to the entire project including all amendments or modifications that may be issued to modify the contract documents.

3.2 GENERAL INFORMATION

3.2.1 NOT USED

3.2.2 NOT USED

3.2.3 Coordinate all construction activities with:

a. Contracting Officer’s Representative

b. Building Occupants

3.2.4 Not Used

3.2.5 Not Used.

3.2.6 Not Used

3.2.7 Not Used

3.2.8 Not Used.

3.2.9 Project and Safety Signs. See 01 50 00, Paragraph 2.1.2.

3.3 DOCUMENTATION

3.3.1 Not Used

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W912QR10R0014_Specs_Vol2-0002 mailto:Carl.L.Lindsay@usace.army.mil mailto:Jeffrey.e.bayers@usace.army.mil

3.3.2 Not Used

3.4 Not Used

3.5 Not Used

3.6 Not Used

4.0 Not Used

5.0 Not Used

6.0 EXTERIOR EQUIPMENT Document any exterior equipment to be replaced

6.1 Roof mounted solar panels are present on the VA building. All solar panels are to remain. Contractor shall remove, store, and reinstall solar panels. Contractor shall be responsible for replacing any solar panels that are damaged during removal, storage and reinstallation. Any required modifications to the solar panel system to accommodate the roof overlay system shall be the responsibility of the contractor. Contractor shall utilize a solar panel installation contractor to perform the removal and reinstallation of the solar panels.

7.0 Not Used

8.0 Not Used

9.0 STRUCTURAL

The existing structural support system shall be modified by the Contractor as required to accommodate the functional and space requirements in this Task Order RFP. This may require the removal of existing walls or columns and upgrading of the remaining structural elements and further bracing requirements necessitated to ensure structural integrity.

For the warehouse, the contractor shall cover or replace existing translucent panels shown in Attachment B, with metal roofing panels to match existing metal panels.

10.0 NOT USED

11.0 NOT USED

12.0 NOT USED

13.0 Not Used

14. Roof System

14.1 VA – Contractor to install PVC overlay system. Contractor to mechanically fasten insulation/cover board to structural system below roof deck. Contractor to utilize PVC SSMR simulated ribs on PVC overlay system spaced at a maximum of 15 inches on center. PVC system to be fully adhered to cover board/insulation.

14.2 AAFES - Contractor to install PVC overlay system. Contractor to mechanically fasten insulation/cover board to structural system below roof and batt insulation. Contractor to utilize PVC SSMR simulated ribs on PVC overlay

Am en dm en t 0 system spaced at a maximum of 15 inches on center. PVC system to be fully adhered to cover board/insulation.

14.3 Warehouse - Contractor to install PVC overlay system. Contractor to mechanically fasten insulation/cover board to structural system below roof. PVC system to be fully adhered to cover board/insulation.

--End of Section --

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Attachment A: Photos of Existing Conditions

Photographs are provided as typical conditions and may not be all encompassing.

FY20 NRP MATOC

Seed Project 1 AS001 01 11 50 00.00 06 Attachment A

Corrected Final January 2020

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Warehouse exterior view

Warehouse interior

Seed Project 1 AS001 01 11 50 00.00 06 Attachment A

Corrected Final January 2020

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AAFES Rib profile

AAFES interior

FY20 NRP MATOC

Seed Project 1 AS001 01 11 50 00.00 06 Attachment A

Corrected Final January 2020

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VA Exterior

Seed Project 1 AS001 01 11 50 00.00 06 Attachment A

Corrected Final January 2020

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FY20 NRP MATOC

Seed Project 1 AS001 01 11 50 00.00 06 Attachment A

Corrected Final January 2020

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VA Exterior Solar Panels

Seed Project 1 AS001 01 11 50 00.00 06 Attachment A

Corrected Final January 2020

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VA Interior

Seed Project 1 AS001 01 11 50 00.00 06 Attachment A

Corrected Final January 2020

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Seed Project 1 AS001 01 11 50 00.00 06 Attachment A

Corrected Final January 2020

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Attachment B: Existing Conditions

VA Building is an Architectural Standing Seam over a metal deck with 4:12 slope in the structure.

Assume 4 inch polyiso insulation.

AAFES Building is a Structural Standing Seam with batt insulation 1:12 slope in the structure. Purlins 60” spacing

Warehouse is a R-panel mounted directly to purlins spaced 24”. 2:12 slope in the structure No insulation

FY20 NRP MATOC

Seed Project 1 AS001 01 11 50 00.00 06 Attachment B

January 2020 Corrected Final

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A S

90'

125'

40'

85'

VA BUILDING

5. ANTENNA MAST

4. 4" ROUND VENT

3. 8" RND VENT STACK

2. 30"x30" GOOSE NECK

1. 24x36 PENETRATION

KEY:

3 4

A N

D A

R D

N U

N G

O G

R w n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

R e v

C k d b y u b m it t e d b

F il e n a m e lo t d a t t s c a le s ig n f il e n o r a w in g c o d

Sheet reference number:

D e s c r ip t io n D a t e

A p p r o v e d

R e v of Engineers

US Army Corps

E R

M O

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63'

30'

122'

215'

SKYLIGHTSSKYLIGHTS

EXHAUST FANS

24"x24"

EXHAUST FANS

24"x24"

AAFES

WAREHOUSE

A N

D A

N U

O G

R w n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

R e v

C k d b u b m it t e d b

F il e n a m t d a t t s c a le s ig n f il e n o r a w in g c o d

Sheet reference number:

D e s c r ip t io n D a t e

A p p r o v e d

R e v of Engineers

US Army Corps

E R

M O

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Attachment C: Site Location

FY20 NRP MATOC Seed Project 1 AS001 01 11 50 00.00 06 Attachment C

Corrected Final January 2020

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AS001 Site Location Tufana, American Samoa

Legen d AS001

Tafuna High School

The American Samoa

CBOC

©© 22001188 GGooooggllee

IImmaaggee ©© 22001188 CCNNEESS // AAiirrbbuuss

FY20 NRP MATOC Seed Project 1 01 11 50 00.00 06 Attachment C Corrected Final January 2020

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AMERICAN SAMOA

AS001

FY20 NRP MATOC

Seed Project 1 01 11 50 00.00 06 Attachment C

Corrected Final January 2020

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Corrected Final

NRP FY20 DB MATOC

Corrected Final

472474

January 2020

Seed Project 2

CA150

1481 Railroad Ave, Vallejo, CA Replace Ballasted Built-up Roof with PVC Single Ply

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NRP FY20 Seed Project 2 P2 472474 Vallejo, California, CA150 January 2020

SECTION 00 80 50.00 06 Page 1

CORRECTED FINAL

SECTION

00 80 50.00 06

SPECIAL PROVISIONS FOR TASK ORDERS

PART 1 GENERAL

1.1 NOT USED

1.2 NOT USED

1.3 NOT USED

1.4 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER. ER 415-1-15

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.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

CA150 21 19 17 7 1 0 0 0 1 1 8 19

The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in 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 listed above, 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 "Default (Fixed-Price Construction)" in section 00 70 00 of the base contract, Volume 1 .

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SECTION 00 80 50.00 06 Page 2

CORRECTED FINAL

1.5 WAGE RATES

Wage decision included is: CA20190007 Building

The work to be performed is located in the State of California, Solano County.

1.6 Not Used

1.7 Not Used

1.8 Not Used

1.9 NOT USED

1.10 NOT USED

1.11 NOT USED

1.12 NOT USED

1.13 NOT USED

1.14 NOT USED

1.15 NOT USED

1.16 NOT USED

1.17 NOT USED

1.18 NOT USED

1.19 NOT USED

1.20 NOT USED

1.21 NOT USED

1.22 NOT USED

1.23 NOT USED

1.24 NOT USED

1.25 NOT USED

1.26 NOT USED

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SECTION 00 80 50.00 06 Page 3

CORRECTED FINAL

PART 2 PRODUCTS NOT USED

PART 3 EXECUTION NOT USED Am en dm en t 0