127EAX21Q0055 7.27.21.pdf

PDF 4 MB Posted Jul 27, 2021

Attached to: COCONINO/KAIBAB FOREST WIDE ROOF REPLACEMENTS
Solicitation number: 127EAX21Q0055
Issued by: Department of Agriculture Forest Service R3-Southwestern Region

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Other files

File	Type	Posted
127EAX21Q0055 7.26.21.pdf	PDF	Jul 29, 2021
Coconino_Kaibab FW reroofing Sq Footage.xlsx	XLSX spreadsheet	Jul 29, 2021
WD COCONINO.pdf	PDF	Jul 27, 2021
WD YAVAPAI.pdf	PDF	Jul 27, 2021
COF Industrial Fire Plan Guidelines.pdf	PDF	Jul 27, 2021
Schedule of Items Coconino and Kaibab Forest-Wide Reroof (3).xlsx	XLSX spreadsheet	Jul 27, 2021
Schedule of Items Coconino and Kaibab Forest-Wide Reroof (3).pdf	PDF	Jul 27, 2021

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127EAX21Q0055

1. REQUEST NO.

5a. ISSUED BY

NAME

a. NAME

c. STREET ADDRESS

d. CITY

10. PLEASE FURNISH QUOTATIONS TO

THE ISSUING OFFICE IN BLOCK 5a ON

OR BEFORE CLOSE OF BUSINESS (Date)

2. DATE ISSUED 3. REQUISITION/PURCHASE REQUEST NO. 4. CERT. FOR NAT. DEF.

UNDER BDSA REG. 2

AND/OR DMS REG.1

RATING

6. DELIVERY BY (Date)

7. DELIVERY

9. DESTINATION

a. NAME OF CONSIGNEE

b. STREET ADDRESS

PAGE OF PAGES

5b. FOR INFORMATION CALL: (No collect calls)

TELEPHONE NUMBER

AREA CODE NUMBER

8. TO:

b. COMPANY

e. STATE f. ZIP CODE

c. CITY

d. STATE e. ZIP CODE

IMPORTANT: This is a request for information, and quotations furnished are not offers. If you are unable to quote, please so indicate on this form and return it to the address in Block 5a. This request does not commit the Government to pay any costs incurred in the preparation of the submission of this quotation or to contract for supplies or services. Supplies are of domestic origin unless otherwise indicated by quoter. Any representations and/or certifications attached to this Request for Quotations must be completed by the quoter.

11. SCHEDULE (Include applicable Federal, State and local taxes)

THIS RFQ

REQUEST FOR QUOTATION

(THIS IS NOT AN ORDER)

IS IS NOT A SMALL BUSINESS SET ASIDEX

07/27/2021 1036836

1 5

333 BROADWAY BLVD SE

ALBUQUERQUE NM 87102-3498

USDA-FS CSA SOUTHWEST 7

10 DAYS AFTER NTP

USDA FOREST SERVICE

COCONINO NATIONAL FOREST SO

1824 S THOMPSON ST

FLAGSTAFF

AZ 86004

602 225-5350DAVID WATSON

08/10/2021 1600 PT

FOB DESTINATION

OTHER

(See Schedule)X

ITEM NO.

(a)

SUPPLIES/SERVICES

(b)

QUANTITY

(c)

UNIT

(d)

UNIT PRICE

(e)

AMOUNT

(f)

0001 180000 EAFW reroofing for FRD, MRRD and NKRD

Delivery: 10 DAYS AFTER NTP

12. DISCOUNT FOR PROMPT PAYMENT

a. 10 CALENDAR DAYS (%) b. 20 CALENDAR DAYS (%) c. 30 CALENDAR DAYS (%) d. CALENDAR DAYS

NUMBER PERCENTAGE

NOTE: Additional provisions and representations

13. NAME AND ADDRESS OF QUOTER

b. STREET ADDRESS

c. COUNTY

d. CITY e. STATE f. ZIP CODE

14. SIGNATURE OF PERSON AUTHORIZED TO

SIGN QUOTATION

16. SIGNER

a. NAME (Type or print)

c. TITLE (Type or print)

a. NAME OF QUOTER

AREA CODE

NUMBER

15. DATE OF QUOTATION

b. TELEPHONE are are not attached

AUTHORIZED FOR LOCAL REPRODUCTION

Previous edition not usable

STANDARD FORM 18 (REV. 6-95)

Prescribed by GSA - FAR (48 CFR) 53.215-1(a)

In accordance with FAR 36.204(f), the construction range of this project is estimated between $100,000 to $200,000.All questions should be submitted by August 4, 2021.

Pay Item Description Total

016010(01) MOBILIZATION (ALL SITES) LSQ LS 1

024119(01)

BIG SPRINGS MESSHALL ROOF

DEMO LSQ LS 1

024119(02)

MORMON LAKE WC WAREHOUSE

ROOF DEMO LSQ LS 1

024119(03) QUARTERS 40027 ROOF DEMO LSQ LS 1

024119(04) QUARTERS 70026 ROOF DEMO LSQ LS 1

024119(05) QUARTERS 40025 ROOF DEMO LSQ LS 1

024119(06) QUARTERS 40026 ROOF DEMO LSQ LS 1

024119(07)

JACOB LAKE MULTIPURPOSE

ROOF DEMO LSQ LS 1

073113(01)

BIG SPRINGS MESSHALL ASPHALT

SHINGLES LSQ LS 1

073113(02)

MORMON LAKE WC WAREHOUSE

ASPHALT SHINGLES LSQ LS 1

073113(03)

QUARTERS 40027 ASPHALT

SHINGLES LSQ LS 1

073113(04)

QUARTERS 70026 ASPHALT

SHINGLES LSQ LS 1

073113(05)

QUARTERS 40025 ASPHALT

SHINGLES LSQ LS 1

073113(06)

QUARTERS 40026 ASPHALT

SHINGLES LSQ LS 1

074113(01)

JACOB LAKE MULTIPURPOSE

METAL ROOF PANELS LSQ LS 1

SUBTOTAL FOR BASE BID =

Pay Item Description Total

016010(02)

MOBILIZATION (ALL OPTIONAL

SITES) LSQ LS 1

024119(08) QUARTERS 70027 ROOF DEMO LSQ LS 1

024119(09) QUARTERS 40023 ROOF DEMO LSQ LS 1

024119(10) QUARTERS 40021 ROOF DEMO LSQ LS 1

073113(07)

QUARTERS 70027 ASPHALT

SHINGLES LSQ LS 1

073113(08)

QUARTERS 40023 ASPHALT

SHINGLES LSQ LS 1

075423(01) QUARTERS 40021 TPO ROOFING LSQ LS 1

SUBTOTAL FOR OPTION #1 =

Pay Item Description Total

061600 (01)

BIG SPRINGS MESSHALL

SHEATHING AQ EA

061600 (02)

MORMON LAKE WC WAREHOUSE

SHEATHING AQ EA

061600 (03) QUARTERS 40027 SHEATHING AQ EA

061600 (04) QUARTERS 70026 SHEATHING AQ EA

061600 (05) QUARTERS 40025 SHEATHING AQ EA

061600 (06) QUARTERS 40026 SHEATHING AQ EA

061600 (07)

JACOB LAKE MULTIPURPOSE

SHEATHING AQ EA

SUBTOTAL FOR OPTION #2 =

Pay Item Description Total

061600 (08) QUARTERS 70027 SHEATHING AQ EA

061600 (09) QUARTERS 40023 SHEATHING AQ EA

061600 (10) QUARTERS 40021 SHEATHING AQ EA

SUBTOTAL FOR OPTION #3 =

Pay Item Description Total

074113(02)

QUARTERS 40027 METAL ROOF

PANELS LSQ LS 1

074113(03)

QUARTERS 70026 METAL ROOF

PANELS LSQ LS 1

074113(04)

QUARTERS 40025 METAL ROOF

PANELS LSQ LS 1

074113(05)

QUARTERS 40026 METAL ROOF

PANELS LSQ LS 1

074113(06)

QUARTERS 70027 METAL ROOF

PANELS LSQ LS 1

074113(07)

QUARTERS 40023 METAL ROOF

PANELS LSQ LS 1

SUBTOTAL FOR OPTION #4=

BASE BID

BASE BID + OPTION #1

BASE BID + OPTION #2

BASE BID + OPTION #1 + OPTION #2

BASE BID + OPTION #1 + OPTION #2+ OPTION #3

BASE BID SUB METAL ROOFS (OPTION #4)

BASE BID + OPTION #1 SUB METAL ROOFS (OPTION #4)

Price

Method of

Meas Unit Quantity

OPTION #1: REROOF

Method of

Meas Unit Quantity Price

BASE BID‐ REROOF

MOGOLLON RIM, NORTH KAIBAB, FLAGSTAFF RANGER DISTRICT (MRRD, NKRD, FRD)

FOREST‐ WIDE REROOF

OPTION #4‐ REROOF‐ METAL ROOF

Method of

Meas Unit Quantity Price

Method of

Meas QuantityUnit Price

OPTION #2 ‐ ROOF SUBSTRATE REPLACEMENT (FOR BASE BID SITES)

Method of

Meas Unit Quantity Price

OPTIONAL #3‐ ROOF SUBSTRATE REPLACEMENT (FOR OPTIONAL SITES)

USDA Forest Service Coconino and Kaibab National Forests

Forest-Wide Roof Replacements Mogollon Rim, Flagstaff, and North Kaibab Ranger Districts

Prepared by:

Coconino and Kaibab National Forests

Facilities Engineering

SECTION 011000 - SUMMARY

SECTION 013000 - SUBMITTALS

SECTION 016000 - PRODUCT REQUIREMENTS

SECTION 016010 – MOBILIZATION

SECTION 017000 - EXECUTION REQUIREMENTS

SECTION 024119 - SELECTIVE DEMOLITION

SECTION 061600 - SHEATHING

SECTION 073113 - ASPHALT SHINGLES

SECTION 074113 - METAL ROOF PANELS

SECTION 075423 - THERMOPLASTIC POLYOLEFIN (TPO) ROOFING

SECTION 076200 - SHEET METAL FLASHING AND TRIM

SECTION 077100 - ROOF SPECIALTIES

SECTION 077200 - ROOF ACCESSORIES

SECTION 077253 - SNOW GUARDS

SECTION 079200 - JOINT SEALANTS

SECTION 264113 - LIGHTNING PROTECTION FOR STRUCTURES

SECTION 011000 - SUMMARY

PART 1 - GENERAL

1.1 PROJECT INFORMATION

A. Base Bid Locations

1. Big Springs Messhall Reroof(Base bid)

a. Project Location: Big Springs Work Center North Kaibab Ranger District

1. The project is approximately 30 miles Southeast of Fredonia. From Fredonia, Travel South on HWY 89A for 1.5 miles. Turn onto Forest Road 22 and drive 28 miles, Big Springs Work Center is on the East side of the road. Latitude: 36.603200 Longitude: -112.350333

b. Owner: USDA Forest Service, Kaibab National Forest

c. The work consists of demolishing the existing asphalt shingle roof and installing a new Architectural Shingle roof. The new roofing system shall include all the manufacturer’s compatible accessories including, but not limited to underlayment, adhesives, roof jacks, vent flashings, edge and corner components, valley components, drip flashing, etc. The project includes all labor, materials, and equipment necessary to perform all the operations for the work specified.

d. Option #2 work consists of replacing roof substrate as necessary.

Figure 1 Big Springs Messhall

e. Background Information: Big Springs Messhall was built in 1957 and has an asphalt shingle roof.

2. Mormon Lake WC Warehouse(Base bid)

a. Project Location: Mormon Lake Work Center, Flagstaff Ranger District

SUMMARY 011000 - 2

1. The project is located just off FH3 in Flagstaff. From Flagstaff, travel south on Lake Mary Road, FH3, for 1.2 miles and turn right. Continue for .1 miles and Mormon Lake WC Warehouse is at the end of the road. Latitude:

35.153266, Longitude: -111.659510

b. Owner: USDA Forest Service, Coconino National Forest

d. Option #2 work consists of replacing roof substrate as necessary.

Figure 2 Mormon Lake WC Warehouse

e. Background Information: Mormon Lake WC Warehouse was built in 1975 and has an asphalt shingle roof.

3. Quarters Building 40027(Base bid)

a. Project Location: Happy Jack Ranger Station, Mogollon Rim Ranger District

1. The project is located just off FH3. From Flagstaff, travel south on Lake Mary Road, FH3, for 37 miles and turn right. After 0.2 miles turn right and continue for 75 feet take another right and after 276 feet the site will be on your right. Latitude: 34.7437129026 Longitude: -111.412280184.

b. Owner: USDA Forest Service, Coconino National Forest

c. The work consists of demolishing the existing asphalt shingle roof and installing a new Architectural Shingle roof or metal roof. The new roofing system shall include all the manufacturer’s compatible accessories including, but not limited to underlayment, adhesives, roof jacks, vent flashings, edge and corner components, valley components, drip flashing, etc. The project includes all labor, materials, and equipment necessary to perform all the operations for the work specified.

SUMMARY 011000 - 3

e. Option #4 Metal roofing.

Figure 3 Building 40027 Front

Figure 4 Building 40027 Back

f. Background Information: Quarters building 40027 was built in 1958 and has an asphalt shingle roof.

4. Quarters building 40025(Base bid)

a. Project Location: Happy Jack Ranger Station, Mogollon Rim Ranger District

1. The project is located just off of FH3. From Flagstaff, travel south on Lake Mary Road, FH3, for 37 miles and turn right. After 500 feet turn right and continue for 330 feet and the site will be on your right. Latitude:

34.7424888889 Longitude: -111.412147069

b. Owner: USDA Forest Service, Coconino National Forest

e. Option #4 metal roofing.

SUMMARY 011000 - 4

Figure 5 Building 40025 Front

Figure 6 Building 40025 Back

f. Background Information: Quarters building 40025 was built in 1967 and has an asphalt shingle roof.

5. Quarters building 70026(Base bid)

a. Project Location: Blue Ridge Ranger Station, Mogollon Rim Ranger District

1. From Flagstaff travel south on Lake Mary Road, FH3, for 52.3 miles. Turn left onto AZ-87 and continue for 9.1 miles. Turn right onto Ranger Road and continue for 0.2 miles. Turn left to stay on Ranger Road and in 177 feet the site will be on your left. Latitude: 34.6092459972 Longitude: - 111.187527778

b. Owner: USDA Forest Service, Coconino National Forest

SUMMARY 011000 - 5

Figure 7 Building 70026 Front

Figure 8 Building 70026 Back

Figure 9 Building 70026 Edge

f. Background Information: Blue Ridge Quarters building 70026 was built in 1960 and has an asphalt shingle roof.

SUMMARY 011000 - 6

6. Quarters building 40026(Base bid)

a. Project Location: Happy Jack Ranger Station, Mogollon Rim Ranger District

1. The project is located just off FH3. From Flagstaff, travel south on Lake Mary Road, FH3, for 37 miles and turn right. Take the next right and then the next left and the site will be on your right. Latitude: 34.7432029914 Longitude: -111.41210672

b. Owner: USDA Forest Service, Coconino National Forest

e. Option #4 metal roofing

Figure 10 Building 40026 Front

Figure 11 Building 40026 Back

f. Background Information: Happy Jack Ranger Station Quarters building 40026 was built in 1958 and has an asphalt shingle roof.

7. Jacob Lake Multipurpose building(Base bid)

SUMMARY 011000 - 7

a. Project Location: Jacob Lake Work Center, North Kaibab Ranger District

1. The project is approximately 30 miles Southeast of Fredonia. From

Fredonia, Travel South on HWY 89A for 29.8 miles. Turn right onto AZ- 67 S for 0.3 miles and then right onto FSR 461 and continue for 0.4 miles.

Turn left and in 500 the site is on the right. Latitude: 36.7079664849 Longitude: -112.224028892

b. Owner: USDA Forest Service, Kaibab National Forest

c. The work consists of demolishing the existing metal roof and installing a new metal roof. The new roofing system shall include all the manufacturer’s compatible accessories including, but not limited to underlayment, adhesives, roof jacks, vent flashings, edge and corner components, valley components, drip flashing, etc. The project includes all labor, materials, and equipment necessary to perform all the operations for the work specified.

Figure 12 Jacob Lake Multipurpose Building Front

Figure 13 Jacob Lake Multipurpose Building Back

e. Background Information: Jacob Lake Multipurpose building was built in 1987 and has a metal panel roof.

SUMMARY 011000 - 8

B. Optional bid locations (Option #1)

1. Quarters building 70027(Option #1)

a. Blue Ridge Ranger Station, Mogollon Rim Ranger District

1. From Flagstaff travel south on Lake Mary Road, FH3, for 52.3 miles. Turn left onto AZ-87 and continue for 9.1 miles. Turn right onto Ranger Road and continue for 0.2 miles. Turn left to stay on Ranger Road and in 197 feet the site will be on your right. Latitude: 34.6089838003 Longitude: - 111.187444789

b. Owner: USDA Forest Service, Coconino National Forest

d. Option #3 work consists of replacing roof substrate as necessary.

Figure 14 Building 70027 Front

SUMMARY 011000 - 9

Figure 15 Building 70027 Back

f. Background Information: Blue Ridge Quarters building 70027 was built in 1962 and has an asphalt shingle roof.

2. Quarters building 40023(Option #1)

a. Project Location: Happy Jack Ranger Station, Mogollon Rim Ranger District

1. The project is located just off of FH3. From Flagstaff, travel south on Lake Mary Road, FH3, for 37 miles and turn right. After 500 feet turn left and after 207 feet the site will be on your right. Latitude: 34.7424189068 Longitude: -111.411455867

b. Owner: USDA Forest Service, Coconino National Forest

Figure 16 Building 40023 Front

SUMMARY 011000 - 10

Figure 17 Building 40023 Back

f. Background Information: Happy Jack Ranger Station Quarters building 40023 was built in 1967 and has an asphalt shingle roof.

3. Quarters building 40021(Option #1)

a. Project Location: Happy Jack Ranger Station, Mogollon Rim Ranger District

1. The project is located just off of FH3. From Flagstaff, travel south on Lake Mary Road, FH3, for 37 miles and turn right. After 500 feet turn right and continue for another 75 feet and turn right. After 144 feet the site will be on your right. Latitude: 34.7435310807, Longitude: -111.411830042

b. Owner: USDA Forest Service, Coconino National Forest

c. The work consists of demolishing the existing asphalt shingle roof and installing a new TPO roof. The new roofing system shall include all the manufacturer’s compatible accessories including, but not limited to underlayment, adhesives, roof jacks, vent flashings, edge and corner components, valley components, drip flashing, etc. The project includes all labor, materials, and equipment necessary to perform all the operations for the work specified.

SUMMARY 011000 - 11

Figure 18 Building 40021 Front

e. Background Information: Happy Jack Ranger Station Quarters building 40021 was built in 1964 and has an asphalt shingle roof.

1.2 WORK CAMPS, STAGING AND STORAGE AREAS

A. Areas for staging operations and storage of materials shall be approved by the COR. The Contractor must request in writing for approval from the COR to stage trailers on site.

1.3 INSPECTION OF WORKSITE

A. The contractor acknowledges they have taken the necessary steps to ascertain the nature and location of work, and have investigated and satisfied themselves as to the general and local conditions that can affect the work or its cost. Any failure of the contractor to take the actions described and acknowledged in this paragraph will not relieve the Contractor from the responsibility of estimating properly the difficulty and cost of successfully performing the work, or for proceeding to successfully perform the work without additional expenses to the government.

1.4 CONTRACT TIME

A. Base Bid: 75 Calendar Days

1.5 WORK RESTRICTIONS

A. Contractor's Use of Premises: During construction, Contractor will have limited use of area indicated. Contractor's use of premises is limited only by Owner's right to perform work and as follows:

1. Forest Service will occupy premises during construction. Perform construction 8 AM to 5 PM Monday thru Friday, other than holidays), unless otherwise agreed to in advance by COR. Clean up work areas and return to usable condition at the end of each work period.

2. Driveways, Walkways, and Entrances: Keep driveways loading areas, and entrances serving premises clear and available to Forest Service’s employees, Visitors, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

B. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet (8 m) of entrances, operable windows, or outdoor-air intakes.

C. All work shall be completed in accordance with the following project specifications. The work includes all labor, materials, and equipment necessary to perform all operations for the work specified.

1. Security: No security shall be provided by the government. The contractor shall take all precautions deemed necessary to secure the worksite, improvements and equipment.

2. Protection of Work: The Contractor shall take precautions necessary to protect all work during the construction period and shall maintain adequate protection during severe weather conditions to prevent damage to the work or materials.

SUMMARY 011000 - 12

3. Safety: The Contractor is responsible for safeguarding the public, Forest Service Employees, the Contractor's employees, existing facilities, and Forest resources from contract operations. Signs, lights, barricades and other devices, as necessary, shall be erected and maintained during operations.

4. Site Feature Preservation: Work includes the protection from injury or defacement of trees and other objects. All existing site features surrounding the building shall be preserved over the duration of the project. No process or materials shall be employed in such a manner that they will introduce additional hazards into each project site.

5. Protection of Waters of the United States: Cleaning of equipment shall not be conducted in any waters of the U.S. nor shall resultant cleaning runoff, paint cans, lids, brushes, or other debris be allowed to enter waters of the U.S.

6. Follow all applicable County, State, and Federal codes and regulations

1.6 WASTE MATERIAL TO BE HAULED TO A LANDFILL

A. All demolition materials, garbage, and other refuse generated shall be removed from the project site and legally disposed off of Government property in an approved landfill.

B. The Contractor is responsible for all costs and permits associated with landfill disposal.

C. The Government is not responsible for waste material upon its departure from the project site.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 011000

MEASUREMENT AND PAYMENT 011030 - 1

SECTION 011030 - MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.1 Requirements

A. Measurement and payment for contract work will be made only for and under those pay items included in the SCHEDULE OF ITEMS. All other work, labor, materials, equipment, and incidentals necessary to successfully complete the project will be considered as included in the payment for items shown. This section defines the method of measurements and basis of payment for work items listed in the Schedule of Items.

B. One of the following methods of measurement for determining final payment is DESIGNATED on the SCHEDULE OF ITEMS for each pay item.

C. When more than one class, size, type, thickness, etc. is specified in the Schedule of Items for any pay item, suffixes will be added to the item number to differentiate between the pay items.

1.2 UNITS OF MEASUREMENTS

A. Payment will be by units defined and determined according to U.S. Standard measure and by the following:

1. Lump Sum (LS): One complete unit.

2. Each (EA): One complete unit, which may consist of one or more parts.

3. Square Foot (SF): Measured on a plane parallel to the surface being measured.

1.3 METHOD OF MEASUREMENT

A. One of the following methods of measurement for determining final payment is designated on the Schedule of Items for each pay item:

1. ACTUAL QUANTITIES (AQ) - These quantities are determined from actual measurements of completed work.

2. LUMP SUM QUANTITIES (LSQ). These quantities denote one complete unit of work as required by or described in the contract, including necessary materials, equipment, and labor to complete the job. They shall not be measured.

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION (NOT APPLICABLE)

END OF SECTION 011030

SUBMITTALS 013000 - 1

SECTION 013000 - SUBMITTALS

PART 1 - GENERAL

1.1 REQUIREMENTS

A. It will be the Contractor's responsibility to submit all items with such promptness as to cause no delay in the work. Approvals must be obtained before starting work which involves the item.

Contractor shall allow ten (10) days for processing of submittals by the Government.

B. Submittals may also be referred to as Shop Drawings.

1.2 MANUFACTURER’S LITERATURE AND SHOP DRAWINGS

A. Submit one copy to the Contracting Officer’s Representative for approval on the items required herein.

B. Submittal specifications are to be submitted in the following format:

1. The specifications and salient qualities of the item specified in the contract.

2. The specifications and salient qualities of the submittal item.

3. A listing of the differences and a comparison between the two, including but not limited to the structural qualities, operational qualities, any modifications necessary to accomplish installation of unit, and guarantee and warranty.

4. A cost comparison between the specified and submitted item(s) with the cost reduction benefit to the Government or adequate justification for a cost increase to the Government.

5. Shop drawings of submitted item(s) including wiring or layout diagrams.

C. If there are any modifications necessary to facilitate installation, a set of drawings showing installation of specified item and a set showing how the submittal item will be installed.

D. Submittals will be waived if Contractor furnishes exact item used for design when manufacturer's model, size, etc. are shown in the contract.

E. Submittals are required per the following sections:

1. 017000 – Execution Requirements

a. Operation and Maintenance Manuals

2. 061600 – Sheathing

a. Product Data

3. 073113 – Asphalt Shingles

b. Color Samples

c. ICC-ES Evaluation Reports

d. Underlayment Product Data

e. Warranty information and documentation

SUBMITTALS 013000 - 2

4. 074113 – Metal Roof Panels

b. Color Samples

c. Warranty information and documentation

5. 075423 – Thermoplastic Polyolefin (TPO) Roofing

b. Color Samples

c. Shop Drawings

d. ICC-ES Evaluation Reports

e. Warranty information and documentation

6. 076200 – Sheet Metal Flashing and Trim

c. Shop Drawings for Fabricated items

7. 077200 – Roof Accessories

b. Shop Drawings

8. 077253 – Snow Guards

9. 079200 – Joint Sealants

END OF SECTION 013000

PRODUCT REQUIREMENTS 016000 - 1

SECTION 016000 - PRODUCT REQUIREMENTS

PART 1 - GENERAL

1.1 SECTION REQUIREMENTS

A. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent.

B. Comparable Product Requests: Submit request for consideration of each comparable product.

Identify product or fabrication or installation method to be replaced.

1. Show compliance with requirements for comparable product requests.

2. COR will review the proposed product and notify Contractor of its acceptance or rejection.

C. Basis-of-Design Product Specification Submittal: Show compliance with requirements.

D. Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft. Comply with manufacturer's written instructions.

1. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of construction spaces.

2. Deliver products to Project site in manufacturer's original sealed container or packaging, complete with labels and instructions for handling, storing, unpacking, protecting, and installing.

3. Inspect products on delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly protected.

4. Store materials in a manner that will not endanger Project structure.

5. Store products that are subject to damage by the elements, under cover in a weathertight enclosure above ground, with ventilation adequate to prevent condensation.

E. Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations under requirements of the Contract Documents.

PART 2 - PRODUCTS

2.1 PRODUCT SELECTION PROCEDURES

A. Provide products that comply with the Contract Documents, are undamaged, and, unless otherwise indicated, are new at the time of installation.

1. Provide products complete with accessories, trim, finish, and other devices and components needed for a complete installation and the intended use and effect.

2. Descriptive, performance, and reference standard requirements in the Specifications establish salient characteristics of products.

PRODUCT REQUIREMENTS 016000 - 2

B. Where Specifications include the phrase "as selected by COR from manufacturer's full range" or similar phrase, select a product that complies with requirements. COR will select color, gloss, pattern, density, or texture from manufacturer's product line that includes both standard and premium items.

2.2 COMPARABLE PRODUCTS

A. COR will consider Contractor's request for comparable product when the following conditions are satisfied:

1. Evidence that the proposed product does not require revisions to the Contract Documents, that it is consistent with the Contract Documents and will produce the indicated results, and that it is compatible with other portions of the Work.

2. Detailed comparison of significant qualities of proposed product with those named in the Specifications.

3. List of similar installations for completed projects, if requested.

4. Samples, if requested.

PART 3 - EXECUTION (Not Used)

END OF SECTION 016000

MOBILIZATION 016010 - 1

SECTION 016010 – MOBILIZATION

PART 1 - GENERAL

1.1 DESCRIPTION

A. This item is intended to compensate the Contractor for operations including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; for payment of premiums for bonds and insurance for the project; and for any other work and operations which must be performed or costs that must be incurred incident to the initiation of meaningful work at the site and for which payment is not otherwise provided for under the contract.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

PART 4 - MEASUREMENT AND PAYMENT

4.1 DESCRIPTION

A. Progress payments will be made as follows:

The Contractor can request payment for performance and payment bonds. The amount of the premium, including coinsurance and reinsurance agreements, will be paid upon receipt of evidence of full payment to the surety. When separate payment for bonding cost is made, the bonding cost will be subtracted from the total contract amount for this pay item and the balance paid in accordance with the progress payment schedule outlined below.

(a) When 5 percent or more of the original contract amount is earned from other pay items, 50 percent of the amount for mobilization, or 5 percent of the original contract amount, whichever is less, will be paid.

(b) When 10 percent or more of the original contract amount is earned from other pay items, 100 percent of the amount for mobilization, or 10 percent of the original contract amount, whichever is less, will be paid.

B. Any bonding costs in excess of the total contract amount of this pay item will be paid under one or more other pay items under this contract as determined by the Contracting Officer. In no circumstance will the total amount of this contract be increased as a result of bonding costs exceeding the total contract amount of this pay item.

MOBILIZATION 016010 - 2

C. The total of all payments shall not exceed the original contract amount for this item.

END OF SECTION 016010

EXECUTION REQUIREMENTS 017000 - 1

SECTION 017000 - EXECUTION REQUIREMENTS

PART 1 - GENERAL

1.1 EXECUTION REQUIREMENTS

A. Cutting and Patching:

1. Structural Elements: When cutting and patching structural elements, notify COR of locations and details of cutting and await directions from COR before proceeding. Shore, brace, and support structural elements during cutting and patching.

2. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that results in increased maintenance or decreased operational life or safety.

3. Visual Elements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch exposed construction in a manner that would, in COR's opinion, reduce the building's aesthetic qualities.

B. Manufacturer's Installation Instructions: Obtain and maintain on-site manufacturer's written recommendations and instructions for installation of products and equipment.

PART 2 - PRODUCTS

2.1 MATERIALS

A. In-Place Materials: Use materials for patching identical to in-place materials. For exposed surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent possible.

B. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces.

1. Use cleaning products that comply with Green Seal's GS-37, or if GS-37 is not applicable, use products that comply with the California Code of Regulations maximum allowable VOC levels.

2.2 OPERATION AND MAINTENANCE DOCUMENTATION

A. Directory: Prepare a single, comprehensive directory of emergency, operation, and maintenance data and materials, listing items and their location to facilitate ready access to desired information.

B. Organization: Unless otherwise indicated, organize manual into separate sections for each system and subsystem, and separate sections for each piece of equipment not part of a system.

C. Organize data into three-ring binders with identification on front and spine of each binder, and envelopes for folded drawings. Include the following:

EXECUTION REQUIREMENTS 017000 - 2

1. Manufacturer's operation and maintenance documentation.

2. Maintenance and service schedules.

3. Spare parts list and local sources of maintenance materials.

4. Copies of warranties. Include procedures to follow and required notifications for warranty claims

PART 3 - EXECUTION

3.1 EXAMINATION AND PREPARATION

A. Existing Conditions: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of mechanical and electrical systems, and other construction affecting the Work.

B. Before proceeding with each component of the Work, examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Notify COR if unsuitable conditions are found prior to new installation.

1. Verify compatibility with and suitability of substrates.

2. Examine roughing-in for mechanical and electrical systems.

3. Examine walls, floors, and roofs for suitable conditions.

C. Proceed with installation only after unsatisfactory conditions have been corrected.

D. Surface and Substrate Preparation: Comply with manufacturer's written recommendations for preparation of substrates to receive subsequent work.

3.2 INSTALLATION

A. Comply with manufacturer's written instructions and recommendations.

B. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy.

C. Attachment: Provide blocking and attachment plates and anchors and fasteners of adequate size and number to securely anchor each component in place. Where size and type of attachments are not indicated, verify size and type required for load conditions.

1. Mounting Heights: Where mounting heights are not indicated, mount components at heights directed by COR.

D. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints.

E. Use products, cleaners, and installation materials that are not considered hazardous.

EXECUTION REQUIREMENTS 017000 - 3

3.3 CUTTING AND PATCHING

A. Provide temporary support of work to be cut.

B. Protection: Protect in-place construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations.

C. Where existing services/systems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to minimize interruption to occupied areas.

D. Cutting: Cut in-place construction using methods least likely to damage elements retained or adjoining construction.

1. Cut holes and slots neatly to minimum size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use.

E. Patch with durable seams that are as invisible as possible. Provide materials and comply with installation requirements specified in other Sections.

1. Restore exposed finishes of patched areas and extend finish restoration into adjoining construction in a manner that will minimize evidence of patching and refinishing.

2. Where walls or partitions that are removed extend one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform finish, color, texture, and appearance.

3. Where patching occurs in a painted surface, prepare substrate and apply primer and intermediate paint coats appropriate for substrate over the patch, and apply final paint coat over entire unbroken surface containing the patch. Provide additional coats until patch blends with adjacent surfaces.

3.4 CLEANING

A. Clean Project site and work areas daily, including common areas. Dispose of materials lawfully.

1. Remove liquid spills promptly.

2. Where dust would impair proper execution of the Work, broom-clean or vacuum the entire work area, as appropriate.

3. Remove debris from concealed spaces before enclosing the space.

4. Remove all nails, fasteners and construction waste at end of each day.

B. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion:

1. Clean Project site, yard, and grounds, in areas disturbed by construction activities. Sweep paved areas; remove stains, spills, and foreign deposits. Rake grounds that are neither planted nor paved to a smooth, even-textured surface.

2. Sweep paved areas broom clean. Remove spills, stains, and other foreign deposits.

3. Remove labels that are not permanent.

4. Clean transparent materials, including mirrors. Remove excess glazing compounds.

EXECUTION REQUIREMENTS 017000 - 4

5. Clean exposed finishes to a dust-free condition, free of stains, films, and foreign substances. Sweep concrete floors broom clean.

6. Vacuum carpeted surfaces and wax resilient flooring.

7. Wipe surfaces of mechanical and electrical equipment. Remove excess lubrication and foreign substances. Clean plumbing fixtures. Clean light fixtures, lamps, globes, and reflectors.

8. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of diffusers, registers, and grills.

9. Pick up all nails and fasteners using several passes with a magnetic roller sweeper.

3.5 OPERATION AND MAINTENANCE MANUAL PREPARATION

A. Operation and Maintenance Manuals: Assemble a complete set of operation and maintenance data indicating operation and maintenance of each system, subsystem, and piece of equipment not part of a system.

B. Manufacturers' Data: Where manuals contain manufacturers' standard printed data, include only sheets pertinent to product or component installed. Mark each sheet to identify each product or component incorporated into the Work. If data include more than one item in a tabular format, identify each item using appropriate references from the Contract Documents. Identify data applicable to the Work and delete references to information not applicable.

1. Prepare supplementary text if manufacturers' standard printed data are unavailable and where the information is necessary for proper operation and maintenance of equipment or systems.

END OF SECTION 017000

SELECTIVE DEMOLITION 024119 - 1

SECTION 024119 - SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 SECTION REQUIREMENTS

A. Items indicated to be removed and salvaged remain the Government’s property. Carefully detach from existing construction, in a manner to prevent damage, and store as directed by the CO.

Include fasteners or brackets needed for reattachment elsewhere.

B. Forest Service Employees will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Forest Service Employee’s operations will not be disrupted.

C. It is not expected that hazardous materials will be encountered in the Work. If hazardous materials are encountered, do not disturb; immediately notify COR, Forest Service will be responsible for determining presence. Hazardous materials will be removed by Forest Service under a separate contract.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Regulatory Requirements: Comply with EPA regulations and with hauling and disposal regulations of authorities having jurisdiction.

B. Standards: Comply with ANSI/ASSE A10.6 and NFPA 241.

PART 3 - EXECUTION

3.1 DEMOLITION

A. Remove existing roofing systems including, but not limited to; asphalt shingles, underlayment, flashings, and drip edge.

B. Salvage existing gutter systems

C. Remove any unsuitable roof substrate

D. Maintain services/systems indicated to remain and protect them against damage during selective demolition operations. Before proceeding with demolition, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of the building.

SELECTIVE DEMOLITION 024119 - 2

E. Locate, identify, shut off, disconnect, and seal or cap off indicated utility services and mechanical/electrical systems serving areas to be selectively demolished.

F. Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

G. Protect walls, ceilings, floors, and other existing finish work that are to remain.

H. Provide and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished.

I. Provide temporary weather protection to prevent water leakage and damage to structure and interior areas.

J. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction.

K. Remove demolition waste materials from Project site and legally dispose of them in an EPA-approved landfill. Do not burn demolished materials.

L. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.

PART 4 - MEASUREMENT AND PAYMENT

A. Big Springs Messhall: lump sum for selective demolition. Payment includes all incidental work necessary to complete this item of work.

B. Mormon Lake WC Warehouse: lump sum for selective demolition. Payment includes all incidental work necessary to complete this item of work.

C. Quarters 40027: lump sum for selective demolition. Payment includes all incidental work necessary to complete this item of work.

D. Quarters 70026: lump sum for selective demolition. Payment includes all incidental work necessary to complete this item of work.

E. Quarters 40025: lump sum for selective demolition. Payment includes all incidental work necessary to complete this item of work.

F. Quarters 40026: lump sum for selective demolition. Payment includes all incidental work necessary to complete this item of work.

G. Jacob Lake Multipurpose building: lump sum for selective demolition. Payment includes all incidental work necessary to complete this item of work.

H. Quarters 70027(Option #1): lump sum for selective demolition. Payment includes all incidental work necessary to complete this item of work.

SELECTIVE DEMOLITION 024119 - 3

I. Quarters 40023(Option #1): lump sum for selective demolition. Payment includes all incidental work necessary to complete this item of work.

J. Quarters 40021(Option #1): lump sum for selective demolition. Payment includes all incidental work necessary to complete this item of work.

END OF SECTION 024119

SHEATHING 061600 - 1

SECTION 061600 - SHEATHING

PART 1 - GENERAL

1.1 SECTION REQUIREMENTS

A. Submittals: product data.

PART 2 – PRODUCTS

2.1 WOOD PANEL PRODUCTS, GENERAL

A. Plywood: DOC PS 1.

B. Oriented Strand Board: DOC PS 2.

2.2 ROOF SHEATHING

A. Plywood Roof Sheathing: Min CDX 3/8” Exposure 1 sheathing or the roofing manufacturer’s required plywood roof sheathing thickness and type.

2.3 MISCELLANEOUS PRODUCTS

A. Fasteners: Size and type indicated.

1. For roof sheathing, provide fasteners with hot-dip zinc coating complying with ASTM A 153/A 153M or Type 304 stainless steel.

2. Power-Driven Fasteners: CABO NER-272.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Securely attach to substrates, complying with the following:

1. CABO NER-272 for power-driven fasteners.

2. Table 2304.9.1, "Fastening Schedule," in the IBC and Table R602.3(1), "Fastener

Schedule for Structural Members."

B. Fastening Methods:

1. Wall and Roof Sheathing:

a. Nail to wood framing.

SHEATHING 061600 - 2

b. Screw to cold-formed metal framing.

PART 4 - MEASUREMENT AND PAYMENT

A. The quantity to be measured will be the number of 4’ x 8’sheets of plywood replaced. Payment will be for each sheet of plywood (Option #1). Payment includes all incidental work required to complete this item of work.

END OF SECTION 061600

ASPHALT SHINGLES 073113 - 1

SECTION 073113 - ASPHALT SHINGLES

PART 1 - GENERAL

SECTION REQUIREMENTS

Submittals: Product Data, color samples, and ICC-ES evaluation reports.

Warranties: Manufacturer's standard written warranty, signed by manufacturer agreeing to promptly repair or replace asphalt shingles that fail in materials for a period of 30 years, prorated, with first five years nonprorated.

PART 2 - PRODUCTS

PERFORMANCE REQUIREMENTS

Exterior Fire-Test Exposure: ASTM E 108 or UL 790, Class A. Identify products with appropriate markings of testing and inspecting agency acceptable to authorities having jurisdiction.

Follow Coconino County, including:

1. Ground Snow Load – 60 psf

2. Wind Design Speed – 115 mph

GLASS-FIBER-REINFORCED ASPHALT SHINGLES

Architectural Asphalt Shingles: ASTM D 3462/D 3462M, glass-fiber reinforced, mineral-granule surfaced, and self-sealing; with tabs regularly spaced.

3. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following:

a. CertainTeed Landmark

ACCESSORIES

Underlayment: ASTM D 226/D 226M or ASTM D 4869/D 4869M, synthetic underlayment

4. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following:

a. CertainTeed DiamondDeck®.

Self-Adhering Sheet Underlayment: ASTM D 1970/D 1970M, SBS-modified asphalt; mineral-granule or slip-resisting-polyethylene surfaced; with release paper backing; cold applied.

5. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following:

a. CertainTeed WinterGuard®.

Asphalt Roofing Cement: ASTM D 4586/D 4586M, Type II, asbestos free.

http://www.specagent.com/Lookup?ulid=11488 http://www.specagent.com/Lookup?ulid=11488 http://www.specagent.com/Lookup?ulid=11488

ASPHALT SHINGLES 073113 - 2

Roofing Nails: Aluminum, stainless-steel, or hot-dip galvanized-steel shingle nails, minimum 0.120-inch (3-mm) diameter, of sufficient length to penetrate 3/4 inch (19 mm) into solid wood decking or extend at least 1/8 inch (3 mm) through OSB or plywood sheathing.

6. Where nails are in contact with metal flashing, use nails made from same metal as flashing.

Underlayment Nails: Aluminum, stainless-steel, or hot-dip galvanized-steel wire with low-profile capped heads or disc caps, 1-inch (25-mm) minimum diameter.

Sheet Metal Flashing and Trim: Comply with requirements in Section 076200 "Sheet Metal Flashing and Trim."

7. Drip Edge: Formed sheet metal with at least a 2-inch (50-mm) roof deck flange and a 1-

1/2-inch (38-mm) fascia flange with a 3/8-inch (9.6-mm) drip at lower edge.

8. Open-Valley Flashing: Fabricate with 1-inch- (25-mm-) high, inverted-V profile at center of valley and equal flange widths of 10 inches (300 mm).

PART 3 - EXECUTION

INSTALLATION

Comply with recommendations in ARMA's "Residential Asphalt Roofing Manual" and with asphalt shingle recommendations in NRCA's "The NRCA Roofing Manual: Steep-Slope Roof Systems."

Apply self-adhering sheet underlayment at eaves and rakes from edges of roof to at least 36 inches (914

mm) inside exterior wall line.

Apply self-adhering sheet underlayment at valleys extending 18 inches (450 mm) on each side.

Install felt underlayment on roof deck not covered by self-adhering sheet underlayment.

Install valleys complying with NRCA instructions. Construct sheet metal open valleys.

Install metal flashings to comply with requirements in Section 076200 "Sheet Metal Flashing and Trim."

Install first and remaining courses of asphalt shingles, stair-stepping diagonally across roof deck with manufacturer's recommended offset pattern at succeeding courses and maintaining uniform exposure.

ASPHALT SHINGLES 073113 - 3

PART 4 - MEASUREMENT AND PAYMENT

4.1 Payment will be lump sum for the Asphalt roof. Payment includes all incidental work necessary to complete this item of work

END OF SECTION 073113

METAL ROOF PANELS 074113 - 1

SECTION 074113 - METAL ROOF PANELS

PART 1 - GENERAL

1.1 SECTION REQUIREMENTS

A. Summary: Factory-formed metal roof and soffit panels, fascia, and trim.

B. Submittals: Product Data, Color Samples.

C. Warranties: Manufacturer's standard written warranty, signed by manufacturer agreeing to promptly repair or replace products that fail to remain weathertight for the period of 20 years.

Also, 20 year adhesion warranty for the condensation control membrane.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Energy Performance of Roof Panels: Three-year, aged, solar reflectance not less than 0.55 and emissivity not less than 0.75, or aged, Solar Reflectance Index of not less than 64.

B. Solar Reflectance Index: Not less than 29 when calculated according to ASTM E 1980.

C…

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File details come from the government source that posted it. Updated Jul 27, 2021.