B.08.02 - Solicitation W912DQ20R1072.pdf

The U.S. Army Corps of Engineers, Kansas City District, to install metal roofing overlay systems to existing show er houses.

LAURA L HEDRICK (816)389-3023

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

21-Aug-2020

(RFP)

(IFB)

X

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______10 calendar days and complete it w ithin ________90 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________FAR 52.211-10

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

YES X NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________21 Sep 2020 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time of fers are due.

B. An offer guarantee is, X is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______60 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

USACE, KANSAS CITY +

FEDERAL BLDG, CT-C

601 E 12TH ST RM 647

KANSAS CITY MO 64106-2896

W912DQ

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour)

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

816-389-2029/2030FAX:TEL: 816-389-3812 TEL: FAX:

W912DQ20R1072 66

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

W912DQ20R1072

Section 00 10 00 - Solicitation

CAUTION PAGE

BEFORE SIGNING AND EMAILING YOUR PROPOSAL, please take note of the following, as failure to perform any one of these actions may cause your Proposal to be rejected.

1. AMENDMENTS: Have you acknowledged receipt of ALL Amendments? If in doubt as to the number of amendments issued, please contact our office.

2. AMENDED PROPOSAL PAGES: If any of the Amendments furnished amended Proposal pages, the amended proposal pages must be used in submitting your proposal.

3. LATE PROPOSALS: In order for a late emailed proposal to be considered, it must have been sent prior to 5:00 pm the day before the submittal date specified on the solicitation.

4. PROPOSAL GUARANTEE: Sufficient proposal guarantee in proper form must be furnished with your proposal, if your proposal exceeds $150,000.

5. MISTAKES IN PROPOSAL: Have you reviewed your proposal prices for possible errors in calculations or work left out?

6. FACSIMILE PROPOSALS AND MODIFICATIONS: Will not be considered. Facsimile withdrawals will be considered.

7. BUY AMERICAN ACT: All offerors are cautioned that, prior Government conduct notwithstanding, the Contractor's selection of a domestic construction material which would require the subsequent selection of a foreign construction material for compatibility is not a justification for waiver of the Buy American Act. It is the Contractor's responsibility to verify, prior to submitting the materials for approval, which each system can be built to meet the contract specifications without the use of foreign construction materials.

8. SUBMISSION OF PROPOSALS: Due to the COVID-19 Global Pandemic, the Government is taking precautions to ensure the safety and health of all Contractors and Government employees. Electronic proposals are REQUIRED.

Mailed and hand-delivered proposals are NOT ALLOWED. The Contractor is required to ensure that the proposal package is legible and complete. Bid bonds shall be copied to where the seals are legible.

To submit your proposal electronically, email your proposal to Contract Specialist Laura Hedrick (laura.l.hedrick@usace.army.mil). Keep in mind that due to email safeguards and the size of your proposal package, emails may not be received immediately by the Government. proposals shall be received by the date and time specified on the solicitation.

If you have any questions, contact the Contract Specialist at (816) 389-3023.

9. SYSTEM FOR AWARD MANAGEMENT (SAM): In accordance with FAR 52.204-7, by submission of an offer, the offeror acknowledges the requirement that a prospective awardee shall be registered in the SAM database prior to award, during performance and through final payment of any contract resulting from this solicitation. If the offeror does not become registered in the SAM database in the time prescribed by the Contracting Officer, the Contracting Officer will proceed to award to the next otherwise successful registered offeror. Offerors may obtain information on registration and annual confirmation requirements via the SAM database accessed through https://www.sam.gov/SAM/. It is highly encouraged that all prospective offerors start the SAM’s registration process as soon as possible.

SAM.GOV REGISTRATION IS FREE OF CHARGE.

PER FAR 4.1102(a), OFFERORS MUST BE REGISTERED IN THE SAM DATABASE AT THE TIME A

PROPOSAL IS SUBMITTED. AFTER A PROPOSAL IS SUBMITTED AND AN OFFEROR IS FOUND

NOT REGISTERED IN THE SAM DATABASE, THE CONTRACTING OFFICER WILL PROCEED

WITH AWARD TO THE NEXT SUCCESSFUL CONTRACTOR.

If you were not previously registered, please go to https://www.sam.gov/SAM/. Instructions for new registration are also located at the following link:

https://www.sam.gov/SAM/transcript/Quick_Guide_for_Contract_Registrations.pdf to register.

If you have questions about Government procurements in general or need assistance in the preparation of your proposal, a local Procurement Technical Assistance Center (PTAC) may be able to help. The Procurement Technical Assistance Program was authorized by Congress in 1985 in an effort to expand the number of businesses capable of participating in the Government marketplace. To locate a PTAC near you, go to http://www.aptac-us.org/sam-registration/. THIS IS A FREE SERVICE BY A NON PROFIT PAID FOR BY THE U.S.

GOVERNMENT.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 2 Job Large Shower House Roof Overlays

FFP

The work covered by this contract will consist of furnishing all equipment, labor, operators, supervision/site superintendent, quality control, supplies, materials, and incidentals necessary to satisfactorily perform and provide construction services for the Rathbun Lake Shower House Roof Overlays per the scope of work attached to this contract.

FOB: Destination

PSC CD: Y1JZ

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002 2 Job OPTION Small Shower House Roof Overlays

FFP

The work covered by this contract will consist of furnishing all equipment, labor, operators, supervision/site superintendent, quality control, supplies, materials, and incidentals necessary to satisfactorily perform and provide construction services for the Rathbun Lake Shower House Roof Overlays per the scope of work attached to this contract.

PSC CD: Y1JZ

NET AMT

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 90 dys. ANP 2 USACE, KANSAS CITY +

PHILIP H. BROWN

RATHBUN PROJECT OFFICE 20112 HWY

J5T

CENTERVILLE IA 52544-8308

641-647-2464

966103

0002 90 dys. ANP 2 (SAME AS PREVIOUS LOCATION)

966103

SCOPE OF WORK

DESCRIPTION OF WORK AND GENERAL REQUIREMENTS

1. GENERAL:

1.1 Existing Conditions: The Rathbun Lake Project is in the process of performing metal roof overlays to existing shower houses with traditional shingles. A Contractor shall provide all equipment, labor, layout, supervision and materials necessary to complete the installation of a metal roofing overlay system on shower houses.

1.2 Description of Work

1.2.1 This will include removing abandoned solar panels, removing existing skylights, patching skylight holes, squaring building ends and the complete installation of the roofing system. Additional work may include installing Government provided materials on two small shower house roofs. This will include the complete installation of the roofing overlay. Work is located at the large and small shower house in Island View Campground, at the shower house in Island View Group Camp and at the large shower house in Bridge View Campground.

1.3 Location: Rathbun Lake

U.S. Army Corps of Engineers 20112 Hwy J5T Centerville, IA 52544

1.4 Points of Contact: Raymond Frana

Raymond.H.Frana@usace.army.milmailto:john.p.pasa@usace.army.mil 816-389-3122

Phillip Brown Phillip.H.Brown@usace.army.mil 816-389-3108

1.5 Work Hours

The standard work day is 8:00 am to 4:00 pm Monday thru Friday, excluding Federal holidays. Work hours may be adjusted with approval of the Contracting Officer’s Representative (COR) or Operations Project Manager.

1.6 Plans and Documentation

1.6.1 Contractor Daily Written and Photographic Documentation

The Contractor shall submit daily logs of work conducted. The Contractor may use their own form for documentation. Photos of all phases of the project are required and shall be submitted to Raymond Frana in .jpeg formatting upon job completion. Each photo shall have a time date stamp. It is recommended that daily logs are submitted on a daily basis.

1.6.2 Contractor may use own form for documentation

The following information must be included:

Date Equipment Used Total hours worked that day Contractor Name Precipitation Controversial Matters Weather description Methods Used Miscellaneous Remarks Air temperature Work completed that day Size of crew Problems encountered

1.6.3 As-Built Drawings

1.6.3.1 Shall include the identification of the work completed by the Contractor and shall be on one set of Contract Drawings provided to the Contractor at the onset of the project.

1.6.3.2 Shall be kept on the project site at all times, shall include all necessary information as outlined in the Scope of Work at the start of the contract, shall be updated as the work is progresses and shall be clearly legible. All markings shall be either red or green. Red lines shall denote deletions and green lines shall denote additions.

1.7 Site Visit/Project Photos

Contractors are encouraged to attend the scheduled site visit prior to submitting a proposal on this contract.

Raymond Frana (816) 389-3122 can be contacted for attendance purposes or directions. Existing site pictures, installation pictures, and installation diagrams are included in the attached drawing section.

1.8 Occupancy of Premise

Before work is started, it is the Contractor’s responsibility to arrange with the COR a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors and stairways.

1.9 Submittal Definitions

The Contractor is responsible for the requirements of this contract and is encouraged to review the document in detail and to provide inquiries to the Government as necessary prior to preparing a proposal.

1.9.1 Construction Process Plan

Construction Plan shall include all of the following:

1.9.1.1 A plan clearly indicating areas of work and description of the work to be completed. Examples might include: processes for demolition, excavation, backfill, CIPP installations and final grading.

1.9.1.2 A time line/schedule of the construction from start to completion.

1.9.1.3 The construction process plan shall be submitted for approval prior to work being started.

1.9.2 Quality Control Plan (QCP)

Submit a detailed Contractor Quality Control (CQC) Plan that fully represents and conforms to the requirements of these specifications. At a minimum, the CQC is to include the following:

1.9.2.1 Defined responsibilities of the personnel, for assuring that quality requirements for this contract are met.

Assign these responsibilities to specific personnel.

1.9.2.2 Submit clearly defined proposed procedures for quality control, product sampling and testing as part of the plan.

1.9.2.3 Proposed methods for product performance controls, including method of and frequency of product sampling and testing both in raw material form and cured product form.

1.9.2.4 A scheduled performance and product test result review with the Contracting Officer at a regularly scheduled progress meeting.

1.9.2.5 Inspection Forms and guidelines for quality control inspections in accordance with the standards specified in this contract and submitted with the QCP.

1.9.2.6 Outline specific repair or replacement procedures for potential defects that occur in the installed liner system, following repair or replacement procedures that are compatible with the system being used. Submit Repair or Replacement Procedures that must adhere to the product manufacturer's written specifications for repair or replacement.

1.10 Submittals

The Contractor shall provide to the Government the submittals identified within this contract and submittals that are identified as necessary to ensure performance compliance. Once submittals are received, the Government has 10 working days for review and acceptance. All submittals, with the exception of post construction, are required prior to construction commencing.

The Government will respond to the Contractor’s submittals with email, fax, or postal mail per the Contractor’s requested preference to the Government. The Government’s approval of submittals shall not be construed as a complete check of the contract requirements. Government approval will be an indication of a satisfactory submittal of the general method of compliance with the requirements of the contract. Government approval will not relieve the Contractor of the responsibility for contract compliance.

Government disapproved submittals shall be resubmitted by the Contractor addressing corrections and contract compliance. At the discretion of the Government, the Contractor may be directed by the Government to proceed with work in advance the submittals; however, the Contractor shall practice due diligence and continuity with the submittal process. One copy of each submittal shall be provided as follows:

1.10.1 Preconstruction Submittals

1.10.1.1 Construction Process Plan

1.10.1.2 Material, Delivery, Storage and Placement Plan

1.10.1.3 Disposal of Demolition Materials Plan

1.10.1.4 Quality Control Plan

1.10.1.5 Daily Log Format

1.10.1.6 Project Schedule

1.10.1.7 Activity Hazard Analysis

1.10.1.8 Accident Prevention Plan

1.10.1.9 Equipment

1.10.1.10 Insurance

1.10.1.11 Wind Uplift Resistance

1.10.2 Material Submittals

1.10.2.1 Underlayment Specifications

1.10.2.2 Sheet Metal Specifications

1.10.2.3 Sheet Metal Recycled Content

1.10.2.4 Sheet Metal Colors

1.10.2.5 Fastener Specifications

1.10.2.6 Flashing and Accessories

1.10.2.7 Repair Paint

1.10.2.8 Framing Lumber

1.10.3 Certificates

1.10.3.1 Sheet Metal Manufacture’s Qualification

1.10.3.2 Contractor’s Qualifications

1.10.3.3 Superintendent’s Qualification

1.10.3.4 Manufacturer’s Qualification

1.10.3.5 Manufacture’s Installation Manual

1.10.4 Closeout Submittals

1.10.4.1 Daily Reports

1.10.4.2 Photographic Documentation

1.10.4.3 As-Built Drawings

1.10.4.4 Warranty Information

1.10.4.5 Date of Installation Wall-Mounted Placard

1.10.5 Insurance

Prior to each POP and prior to beginning work of this contract, the Contractor shall provide to the Government

TYPE/DESCRIPTION COVERAGE

Workmen’s Compensation Coverage complying with applicable State statute

Employer’s Liability $100,000 (minimum)

General Liability/Bodily Injury $500,000 (minimum) per occurrence

Automobile Liability

$200,000 (minimum) per person $500,000 (minimum) per occurrence $20,000 (minimum) property per occurrence

1.10.5.1 Coverage amounts listed above are minimums. If higher limits of coverage are required by State statute, the Contractor shall be responsible for obtaining such additional coverage, and the Contractor shall provide to the Government documentation demonstrating compliance with the State statute. Information regarding State requirements may be obtained by contacting the Iowa Insurance Division at 515-281-5705.

1.10.5.2 The Contractor shall maintain the required insurance coverage throughout the duration of project.

1.10.6 Payment and Invoices

Shall be submitted upon completion of the work. Each line item on an invoice shall give a description including the Contract Line Item Number (CLIN). Upon receipt, the Contracting Officer will certify that the requested amounts are appropriate before payment will be made. Invoices shall include all necessary information, including any necessary supporting documentation required as part of this Scope of Work. All invoices shall reflect the contract number (Block 2 of the SF-1442).

1.10.7 Contractor Exposure Hours:

The Contractor shall track the number of man hours to perform the contract requirements. The total number of man hours per day shall be submitted to the Government with the invoice.

1.10.8 Contractor Experience and Qualifications:

A statement of the Contractor’s experience. The Contractor shall have a minimum of three (3) years of continuous experience installing metal roof sheeting from their particular manufacturer and configuration as contained in this contract.

The lead personnel including the project manager, and the foreman shall each have a minimum of three (3) years of total experience metal roofing proposed for this contract and must have demonstrated competency and experience to perform the scope of work contained in this contract. The name and experience of each lead individual performing work on this contract shall be submitted with the Contractor Qualifications.

1.10.9 Quality Control Qualifications

The Quality Control (QC) Specialist is responsible for monitoring and documenting activities related to QC of the project. The QC Specialist is to have a minimum of three years of continuous experience installing metal roof sheeting of similar size, length and configuration as contained in this contract. If warranty is affected by installer certification, the QC Specialist is to be certified by the manufacturer or supplier as qualified to perform work.

1.10.10 Delivery, Storage, and Handling

Include reports certifying that the materials conform to the applicable industry standards with materials shipped to the project site. Ship, store, and handle materials in a manner consistent with the written specifications of the manufacturer to avoid damage. Damage may include, but is not limited to, gouging, abrasion, flattening, cutting, puncturing, or ultra-violet (UV) degradation. Select on site storage locations for approval by the Contracting Officer.

Promptly remove and dispose of damaged materials.

As a minimum, the metal roofing material shall be delivered to the job site and is to contain the manufacturer’s name or trademark, the nominal thickness, quantity and the approved color.

1.10.11 Manufacturer’s Qualifications

The Manufacturer shall have a minimum of three years’ experience in manufacturing metal roofing systems. Panels specified in this section shall be produced in a permanent factory environment with fixed-base roll-forming equipment. A letter from the manufacturer certifying the manufacturer’s qualifications shall accompany the product material submittals.

1.10.12 Warranty

Furnish the metal roof panel manufacturer's 20-year no-dollar-limit roof system materials and installation workmanship warranty, including flashing, components, trim, and accessories necessary for a watertight roof system construction. Make warranty directly to the Government, commencing at time of Government's acceptance of the roof work. The warranty must state that:

1.10.12.1 If within the warranty period, the metal roof system, as installed for its intended use in the normal climatic and environmental conditions of the facility, becomes non-watertight, shows evidence of moisture intrusion within the assembly, displaces, corrodes, perforates, separates at the seams, or shows evidence of excessive weathering due to defective materials or installation workmanship, the repair or replacement of the defective and damaged materials of the metal roof system and correction of defective workmanship is the responsibility of the metal roof panel manufacturer. All costs associated with the repair or replacement work are the responsibility of the metal roof panel manufacturer.

1.10.12.2 If the manufacturer or his approved applicator fail to perform the repairs within 1 calendar week of notification, emergency temporary repairs performed by others does not void the warranty.

1.10.12.3 After installation has been for a period of time up to one year following completion of the project, complete a visual inspection at a time directed by the Contracting Officer. The specific locations will be selected by the Contracting Officer.

1.10.12.4 Manufacturer's Finish Warranty

Provide a manufacturer's no-dollar-limit 20 year warranty for the roofing system. Issue the warranty directly to the Government at the date of Government acceptance, warranting that the factory color finish, under normal atmospheric conditions at the site, will not crack, peel, or delaminate; chalk in excess of a numerical rating of 8 when measured in accordance with ASTM D4214; or fade or change colors in excess of 5 NBS units as measured in accordance with ASTM D2244.

1.10.12.5 Metal Roof System Installer Warranty

Provide roof system installer warranty for a period of not less than two years that the roof system, as installed, is free from defects in installation workmanship, to include the roof panel installation, flashing, accessories, attachments, and sheet metal installation integral to a complete watertight roof system assembly. Issue warranty directly to the Government. Correction of defective workmanship and replacement of damaged or affected materials is the responsibility of the metal roof system installer. All costs associated with the repair or replacement work are the responsibility of the installer.

1.10.13 All submittals (one copy of each) shall be sent electronically or hard copy to the following:

Primary Contact: Alternate Contact:

U.S. Army Corps of Engineers U.S. Army Corps of Engineers Rathbun Lake Project Rathbun Lake Project Attn: Raymond Frana Attn: Phillip Brown 20112 Hwy J5T 20112 Hwy J5T Centerville, IA 52544 Centerville, IA 52544

Fax: 641-647-2888 Fax: 641-647-2888 Email: Raymond.H.Frana@usace.army.mil mailto:Email: Phillip.H.Brown@usace.army.mil

1.11 Period of Performance

Work shall begin immediately upon Notice to Proceed and, weather permitting, shall have a period of performance (POP) of 90 calendar days. The Contractor shall coordinate scheduling (minimum of five working days’ notice prior to mobilizing) and the construction sequence with project personnel to minimize interference and allow for planning/coordination by project staff.

1.12 Measurements and Quantities

The Contractor shall verify all measurements at the project site and shall be responsible for all dimensions, fittings, and the proper installation of all materials and equipment specified.

1.13 Permits

The Contractor shall be responsible for obtaining any required permit.

1.13.1 Hot Work Permit

The Contractor shall be liable for any fire loss to Government property attributable to negligence on the part of the Contractor, including failure to comply with fire prevention measures prescribed by terms of this contract.

1.14 Safety Requirements

1.14.1 Protection from Hazards

During progress of work, the Contractor shall protect all personnel, whether Government or civilian, from any and all safety hazards caused by the construction operations.

1.14.2 Traffic Control

The Contractor shall provide all temporary signs, markers, and personnel as necessary to maintain safety in the worksite. All signs shall conform to the latest edition of the Manual of Uniform Control Devices (MUTCD).

1.14.3 U.S. ARMY CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS MANUAL, EM 385- 1-1 (2014)

EM 385-1-1 and its changes are available at http://www.hq.usace.army.mil (at the HQ homepage, select Safety and Occupational Health). Select the appropriate manual. The Contractor shall be responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation.

2014 Version:

http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_3 85-1-1.pdf

1.14.3.1 Accident Prevention Plan

The Contractor shall prepare a site-specific Accident Prevention Plan (APP). Prepare the APP in accordance with the format and requirements of USACE EM 385-1-1. Cover all paragraph and subparagraph elements in USACE EM 385-1-1, Appendix A, "Minimum Basic Outline for Accident Prevention Plan". The APP shall be job-specific and address any unusual or unique aspects of the project or activity for which it is written.

1.14.3.2 Activity Hazard Analysis

An Activity Hazard Analysis must be provided prior to breaking ground. The Activity Hazard Analysis must address all foreseeable safety concerns such as electrical safety, safety zone protection, fall protection, fire safety, personal protective equipment, signage/protective fencing and hazardous material handling.

1.14.3.3 Utilities Clearance

At least 72 hours prior to any excavation Iowa 811 or 1-800-292-8989, shall be contacted for utilities clearances.

1.14.3.4 Confined Space

Prior to entering any confined space access areas and performing inspection or cleaning operations, an evaluation of the atmosphere to determine the presence of toxic or flammable vapors or lack of oxygen must be undertaken in accordance with local, state, or federal safety regulations.

1.15 Special Requirements

Work is located within public use areas and the contractor should take precautions to limit the general public from entering the proximity of the construction location.

1.16 Security:

1.16.1 In unoccupied facilities, the Contractor shall be responsible for the security of the facility; i.e., all exterior doors shall be locked, windows closed and locked, etc.

1.16.2 The Contractor shall not be on site without prior notification to the U.S. Army Corps of Engineers’ COR or otherwise designated person(s).

1.16.3 Contractor personnel shall have valid civilian ID's and Contractor vehicles shall have a valid registration.

1.17 Antiterrorism/Operation Security Requirements

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

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

1.17.3 The Contractor must pre‐screen candidates using the E‐verify Program (http://www.dhs.gov/E‐Verify) website to meet the established employment eligibility requirements. The vendor must ensure that the candidate has two valid forms of government issued identification to ensure the correct information is entered into the E‐verify system. An initial list of verified/eligible candidates must be provided to the COR no later than 3 business days after the initial contract award.

1.17.4 Per the E-Verify Website the following exemptions apply:

Employers whose contracts are exempt from the E-Verify federal contractor rule are not required to enroll in E- Verify. A contract is considered exempt if any one of the following applies: (1) It is for fewer than 120 days. (2) It is valued at less than $150,000, the simplified acquisition threshold (Source: http://www.uscis.gov/e-verify/federal-contractors/exemptions-and-exceptions).

1.18 Applicable Publications

The publications referenced herein shall be the most recent at the time of solicitation.

1.19 Worksite Housekeeping

1.19.1 The Contractor shall remove all trash and disposal material from the worksite before the end of each day.

The Contractor shall take all possible precautions to maintain the work site at all times in a condition that will prevent damage or injury to person or property, Government or otherwise. The Contractor shall be responsible for all damages caused by the negligent acts or omissions of his employees, sub-contractors, or agents during Contract performance.

1.19.2. If any items are allowed to be stockpiled per the Operations Project Manager or COR, such items shall be placed in an orderly manner (i.e. dirt, rock, etc., in piles at a specified location and stackable items such as pipe, brick, lumber, etc., stacked off the ground on pallets in an orderly manner).

1.20 Responsibility for Damage

1.20.1 Damage to Personal Property:

The Contractor shall be solely responsible for all damage to Government and occupant personal property caused by the Contractors' personnel, subcontractors, his agents, or by the performance of his work.

1.20.2 Damage by Negligence

1.20.2.1 The Contractor's attention is directed to the fact that the work to be performed is in areas used by the public. It shall be the responsibility of the Contractor to provide the controls necessary to prevent any interference by the public to his operations. The Contractor shall take all necessary and reasonable precautions to secure the area against vandalism and to ensure the safety and well-being of the public until final acceptance by the Government.

1.20.2.2 Damage resulting in gas leaks, electrical outages, loss of heat during cold weather, water leaks, unsecured facilities, weather damage, or oil/hazardous waste spills shall be responded to by the Contractor within 2 hours and repaired within one workday. If the Contractor fails to comply with these requirements, the Government reserves the right to repair the damage and charge the cost to the Contractor. Contractor shall protect all areas through which he will be transporting demolition debris or construction materials. All structures, including roadways, shall be carefully protected from damage by equipment or the impact of stones or blocks. Any damaged turf, sidewalks, roads, vegetation, site amenities, etc., shall be replaced or repaired by the Contractor prior to final Contract closeout at the Contractor’s expense.

1.21 Disposal of Materials

All materials removed, not reused or surplus material for this project shall be transported to locations as directed by the COR. Location of material reuse site shall be located within 8 miles of the project office.

1.21.1 All other wastes generated during Contractor operations shall be disposed of by the Contractor at his/her expense.

1.21.2 Solid wastes (excluding clearing debris) shall be placed in containers which are emptied on a regular schedule. Handling, storage, and disposal shall be conducted to prevent contamination. Segregation measures shall be employed so that no hazardous or toxic waste will become co-mingled with solid waste. The Contractor shall transport solid waste off Government property and dispose of it in compliance with Federal, State, and local requirements for solid waste disposal. A Subtitle D RCRA permitted landfill shall be the minimum acceptable off-site solid waste disposal option. The Contractor shall verify that the selected transporters and disposal facilities have the necessary permits and licenses to operate. The Contractor shall comply with Federal, State, and local laws and regulations pertaining to the use of landfill areas.

1.21.3 Wastes classified as hazardous wastes under the Resource Conservation and Recovery Act shall be disposed of, unless otherwise specified in this contract. No hazardous waste shall be disposed of without prior review of the disposal documents, and the approval of the Contracting Officer and the Directorate of Public Works Environmental Coordinator, or his designated representative. The Contractor shall provide an original copy of the disposal document from the approved EPA or State permitted disposal facility for each shipment of hazardous waste generated in this project to the COR.

1.21.4 Unified Facilities Guide Specifications (UFGS) 01572, “Construction and Demolition Waste Management,” indicates the Government policy is to “use all reasonable means to divert construction and demolition waste from landfills and incinerators and to facilitate their recycling and reuse.” The Contractor shall make all attempts to divert waste material from landfills in coordination of this guidance.

1.22 Coordination Meeting

Prior to commencement of any work being performed on site, the Contractor shall participate in a pre-construction meeting with the COR and other pertinent Government officials.

1.23 Wind Uplift Resistance

Provide metal roof panel system that conform to the requirements of ASTM E1592 and UL 580. Uplift force due to wind action governs the design for panels. Submit wind uplift test report prior to commencing installation.

Provide roof system and attachments that resist the wind loads as determined by ASCE 7, in pounds per square foot.

Metal roof panels and component materials must also comply with the requirements in FM 4471 as part of a panel roofing system as listed in Factory Mutual Guide (FMG) "Approval Guide" for class 1 or noncombustible construction, as applicable. Identify all materials with FMG markings.

2. MATERIALS

2.1 Metal roof panel

2.1.1 Profile: ¾ inch high rib x 9 inch wide panel. Specified Note: Provide nominal dimensions.

2.1.2 Minimum Thickness: Panel to meet all specified design loads, but not less than 0.023 inches (24 Gauge).

2.1.3 Panel Base Material: Galvalume® steel sheet, AZ50, conforming to ASTM A792 for painted.

2.2 Factory Finish and Performance Requirements

All panels are to receive a factory applied finish consisting of a baked topcoat with a manufacturer's recommended prime coat conforming to the following:

a. Metal Preparation: All metal is to have the surfaces carefully prepared for painting on a continuous process coil coating line by alkali cleaning, hot water rinsing, application of chemical conversion coating, cold water rinsing, sealing with an acid rinse, and thorough drying.

b. Prime Coating: A base coat of epoxy paint, specifically formulated to interact with the top-coat, is to be applied to the prepared surfaces by roll coating to a dry film thickness of 0.20 plus 0.05 mils. Oven cure the prime coat prior to application of the finish coat.

c. Exterior Finish Coating: Apply the exterior finish coating over the primer by roll coating to a dry film thickness of 0.80 plus 0.05 mils (3.80 plus 0.05 mils for Vinyl Plastisol) for a total dry film thickness of 1.00 plus

0.10 mils (4.00 plus 0.10 mils for Vinyl Plastisol). Oven cure this exterior finish coat.

d. Color: The exterior finish chosen from the manufacturer's standard color chart by the Contracting Officer.

2.2.1 Physical Properties: Coating must conform to the industry and manufacturer's standard performance criteria as listed by the following certified test reports:

Physical Properties: Coating must conform to the industry and manufacturer's standard performance criteria as listed by the following certified test reports:

General: ASTM D5894 and ASTM D4587 Abrasion: ASTM D968 Adhesion: ASTM D3359 Chalking: ASTM D4214 Chemical Pollution: ASTM D1308 Color Change and Conformity: ASTM D2244 Creepage: ASTM D1654 Cyclic Corrosion Test: ASTM D5894

Flame Spread: ASTM E84 Flexibility: ASTM D522/D522M Formability: ASTM D522/D522M Gloss at 60 and 85 degrees: ASTM D523 Humidity: ASTM D2247 and ASTM D714 Oxidation: ASTM D610 Pencil Hardness: ASTM D3363 Reverse Impact: ASTM D2794 Salt Spray: ASTM B117 Weatherometer: ASTM G152 ASTM G153 and ASTM D822

2.3 Fasteners

Provide corrosion resistant coated steel fasteners for roof panels, compatible with the sheet panel or flashing material and of the type and size recommended by the manufacturer to meet the performance requirements and design loads. Provide fasteners for accessories that are the manufacturer's standard. Provide an integral metal washer, matching the color of attached material with compressible sealing EPDM gasket approximately 3/32 inch thick for exposed fasteners.

Note: Exposed fastener color must match panel, trim or accessories, fastener color shall be chosen by the Contracting Officer once options are presented.

2.4 Accessories

Components shall be compatible with the roof panel furnished. Flashing, trim, metal closure strips, caps, gutters, downspouts, roof curbs, and similar metal components shall not be less than the minimum thickness specified by the manufacturer. Exposed metal components shall be finished to match the panels or trim, as furnished. Molded closure strips shall be closed-cell or solid-cell synthetic rubber or neoprene, or polyvinyl chloride pre-molded to match configuration of the covering and shall not absorb or retain water.

2.4.1 Sheet Metal Flashing and Trim

Custom fabricate sheet metal flashing and trim to comply with recommendations within the SMACNA 1793 that apply to design, dimensions, metal type, and other characteristics of design indicated. Shop fabricate items to the greatest extent possible. Obtain and verify field measurements for accurate fit prior to shop fabrication. Fabricate flashing and trim without excessive oil canning, buckling, and tool marks, true to line and levels indicated, with exposed edges folded back to form hems.

2.4.2 Roof Drainage Sheet Metal Fabrications

Gutters: Fabricate to cross section indicated, with riveted and soldered joints, complete with end pieces, outlet tubes, and other special accessories as required. Fabricate in minimum 96 inch long sections. Fabricate expansion joints and accessories from the same metal as gutters, unless otherwise indicated.

Downspouts: Fabricate rectangular downspouts complete with mitered elbows. Furnish with metal hangers of same material as downspouts and anchors.

2.5 Pre-fabricated Pipe Flashing

Pipe flashings shall provide a weather tight joint at projections through the roof, taking into account the thermal movement of the roof and the service temperature of the projection. Pipe flashings shall have an aluminum-flanged base ring.

2.6 Metal Closure Strips

Provide factory fabricated steel closure strips of the same gauge, color, finish and profile as the specified roof panel.

2.7 Rubber Closure Strips

Provide closed-cell, expanded cellular rubber closure strips conforming to ASTM D1056 and ASTM D1667, extruded or molded to the configuration of the specified roof panel profile and in lengths supplied by roof panel manufacturer.

2.8 Tape Sealants

All tape sealant shall be a pressure sensitive, 100 percent solid, sealing tape with a release paper backing. Provide permanently elastic, non-sagging, non-toxic, non-staining tape sealant approved by the manufacturer. All joint sealant that will come into contact with the roofing system shall be approved by the manufacture.

2.9 Joint Sealants

Sealants are to be an approved gun type for use in hand or air pressure caulking guns at temperatures above 40 degrees F (or frost-free application at temperatures above 10 degrees F) with a minimum solid content of 85 percent of the total volume. Ensure sealant dries with a tough, durable surface skin which permits it to remain soft and pliable underneath, providing a weather tight joint. No migratory staining, in conformance with to ASTM C792, is permitted on painted or unpainted metal, stone, glass, vinyl or wood.

Prime all joints to receive sealants with a compatible one-component or two-component primer as recommended by the roof panel manufacturer.

2.9.1 Field Applied Sealants

Provide sealants for field-applied caulking that is an approved gun grade, non-sag on-component polysulfide or two component polyurethane with an initial maximum Shore A durometer hardness of 25, conforming to ASTM C920, Type II. Color to match panel color.

2.10 Insulation

Provide insulation, facer material and attachment compatible with metal roof system specified, as approved by the roof panel manufacturer, and conform to ASTM C552 (cellular glass) or ASTM C553 (fiber blankets).

2.11 Underlayment- EPDM Membrane

Ethylene Propylene Diene Terpolymer (EPDM), ASTM D4637/D4637M, Type I, non-reinforced, minimum 0.045 inch thick.

2.12 Gaskets and Sealing/Insulating Compounds

Provide gaskets and sealing/insulating compounds that are nonabsorptive and suitable for insulating contact points of incompatible materials. Utilize sealing/insulating compounds that are non-running after drying.

2.13 Finish Repair Material

Provide repair paint for color finish enameled roofing that is compatible paint of the same formula and color as the specified finish furnished by the manufacturer. Only use repair and touch-up paint supplied by the roof panel manufacturer and is compatible with the specified system.

2.14 Framing Lumber

Lumber fabricated from old growth timber is not permitted. Avoid companies who buy, sell, or use old growth timber in their operations, when possible. Provide certified sustainably harvested virgin lumber.

Framing lumber such as studs, plates, caps, collar beams, cant strips, bucks, sleepers, nailing strips, and nailers and board lumber such as roof sheathing must be one of the species listed in the table below. Minimum grade of species must be as listed.

Table of Grades for Framing and Board Lumber Grading Rules Species Framing Board Lumber

WWPA G-5 standard grading rules

Aspen, Douglas Fir- Larch, Douglas Fir South, Engelmann Spruce- Lodgepole Pine, Engelmann Spruce, Hem- Fir, Idaho White Pine, Lodgepole Pine, Mountain Hemlock, Mountain Hemlock-Hem- Fir, Ponderosa Pine-Sugar Pine, Ponderosa Pine- Lodgepole Pine, Subalpine Fir, White Woods, Western Woods, All Species: Standard Light Framing or No. 3 Structural Light Framing (Stud Grade for 2x4 nominal size 10 feet and shorter)

All Species: No. 3 Common

Western Cedars, Western Hemlock

WCLIB 17 standard grading rules

Douglas Fir-Larch, Hem- Fir, Mountain Hemlock, Sitka Spruce, Western Cedars, Western Hemlock

All Species: Standard Light Framing or No. 3 Structural Light Framing (Stud Grade for 2x4 nominal size10 feet and shorter)

All Species: Standard

SPIB 1003 standard grading rules

Southern Pine All Species: Standard Light Framing or No. 3 Structural Light Framing (Stud Grade for 2x4 nominal size10 feet and shorter)

No. 2 Boards

2.15 Roof Sheathing

Plywood

C-D Grade, Exposure 1, with an Identification Index of not less than 24/0. Provide certified sustainably harvested plywood roof sheathing. Provide exterior grade material with phenol resin for all applications.

2.16 Non-stress Graded Members

Members must include bridging, corner bracing, furring, grounds, and nailing strips. Members must be in accordance with TABLE I for the species used. Sizes must be as follows unless otherwise shown:

Member Size Inch Bridging 1 x 3 or 1 x 4 for use between members 2 x 12 and smaller; 2 x 4 for use between members larger than 2 x 12.

Corner bracing 1 x 4 Furring 1 x 3 Nailing strips 1 x 3 or 1 x 4 when used as roofing base

2.17 Rough Hardware

Unless otherwise indicated or specified, rough hardware must be of the type and size necessary for the project requirements. Sizes, types, and spacing of fastenings of manufactured building materials must be as recommended by the product manufacturer unless otherwise indicated or specified. Rough hardware exposed to the weather or embedded in or in contact with preservative treated wood, exterior masonry, or concrete walls or slabs must be hot-dip zinc-coated in accordance with ASTM A153/A153M. Nails and fastenings for fire-retardant treated lumber and woodwork exposed to the weather must be copper alloy or hot-dipped galvanized fasteners as recommended by the wood manufacturer.

2.17.1 Lag Screws and Lag Bolts

ASME B18.2.1.

2.17.2 Wood Screws

ASME B18.6.1.

2.17.3 Nails

ASTM F547, size and type best suited for purpose. For sheathing, length of nails must be sufficient to extend 1 inch into supports. In general, 8-penny or larger nails must be used for nailing through 1 inch thick lumber and for toe nailing 2 inch thick lumber; 16-penny or larger nails must be used for nailing through 2 inch thick lumber. Nails used with treated lumber and sheathing must be hot-dipped galvanized in accordance with ASTM A153/A153M.

Where detailed nailing requirements are not specified, nail size and spacing must be sufficient to develop an adequate strength for the connection. Reasonable judgment backed by experience must ensure that the designed connection will not cause the wood to split. If a load situation exceeds a reasonable limit for nails, a specialized connector must be used.

2.18 Joist Hangers

Steel or iron, zinc coated, sized to fit the supported member, of sufficient strength to develop the full strength of the supported member in accordance with ICC IBC, and furnished complete with any special nails required.

2.19 Materials for Smaller Shower House

The following table of materials shall be provided by the Government for use on the smaller shower houses; one is located in Island View Campground and the other is located in the Island View Group Campground. The Contractor will need to provide fasteners for purlin installation. If additional materials are needed, the Contractor shall provide a bill of materials to the COR at a minimum of 5 working days prior to beginning work on this portion of the project. The Contractor will contact the COR for guidance on disposal for any remaining material from this project.

Quantity Material 41 Sheets 11' long x 36" wide roof panels (Brown in color) 20 Pcs. 10' Rake Trim 7 Pcs. 10’ Ridge Cap 6 Pcs. Trim 120 Pcs. 1”x4”x10’ Pine for Purlins 1 Box Color Matched Screws

3. EXECUTION:

3.1 Examination

3.1.1 Examine substrates, areas, and conditions, with installer present, for compliance with requirements for installation tolerances, metal roof panel supports, and other conditions affecting performance of the work. Ensure surfaces are suitable, dry and free of defects and projections which might affect the installation.

3.1.2 Examine…