Sol_1305M326Q0375_Amd_0001.pdf

REQUEST FOR QUOTATION

(THIS IS NOT AN ORDER)

THIS RFQ IS IS NOT A SMALL BUSINESS SET-ASIDE

15. DATE OF QUOTATION

16. SIGNER

a. NAME (Type or print)

c. TITLE (Type or print)

b. TELEPHONE

AREA CODE

NUMBER

STANDARD FORM 18 (REV. 6/1995)

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

AUTHORIZED FOR LOCAL REPRODUCTION

Previous edition not usable

8. TO:

b. COMPANYa. NAME

c. STREET ADDRESS

d. CITY e. STATE f. ZIP CODE

9. DESTINATION

a. NAME OF CONSIGNEE

b. STREET ADDRESS

d. STATE e. ZIP CODE

7. DELIVERY

FOB DESTINATION

OTHER

(See Schedule)

10. PLEASE FURNISH QUOTATIONS TO THE

ISSUING OFFICE IN BLOCK 5a ON OR BEFORE CLOSE OF BUSINESS (Date)

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 service. Supplies are of domestic origin unless otherwise indicated by quoter. Any representations and/or certifications attached to this Request for Quotation must be completed by the quoter.

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

ITEM NUMBER

(a)

SUPPLIES/SERVICES

(b)

QUANTITY

(c)

UNIT

(d)

UNIT PRICE

(e)

AMOUNT

(f)

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 are are not attached.

13. NAME AND ADDRESS OF QUOTER

a. NAME OF QUOTER

b. STREET ADDRESS

c. COUNTY

d. CITY e. STATE f. ZIP CODE

14. SIGNATURE OF PERSON AUTHORIZED TO

SIGN QUOTATION

PAGE OF PAGES

1. REQUEST NUMBER 2. DATE ISSUED 3. REQUISITION/PURCHASE REQUEST NUMBER 4. CERT. FOR NAT. DEF.

UNDER BDSA REG. 2

AND/OR DMS REG. 1

RATING

5a. ISSUED BY 6. DELIVER BY (Date)

NAME TELEPHONE NUMBER

AREA CODE NUMBER

c. CITY

5b. FOR INFORMATION CALL (NO COLLECT CALLS)

WAD-SAP

325 BROADWAY, SOU6

BOULDER CO 80305

1305M326Q0375/0001

CASEY KEATING

578-2579

07/28/2026

08/21/2026 1430 MD

Multiple

AMEND 0001 UPDATE STATEMENT OF WORK AND

ATTACHMENT 3 QUESTIONS & ANSWERS. EXTEND

RFQ DUE DATE TO 2:30PM MDT 08/21/2026.

NOTICE: THE GOVERNMENT DOES NOT ACCEPT

RESPONSIBILITY FOR NON-RECEIPT OF

QUOTES. IT IS THE CONTRACTOR’S

RESPONSIBILITY TO REQUEST A CONFIRMATION

OF THE QUOTE RECEIPT.

UNIQUE ENTITY ID ______________________

CAGE CODE ____________

OFFEROR MAY SUBMIT THE QUOTE ON THIS

SF-18 FORM OR THEIR OWN COMPANY FORM.

Continued...

1 6

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGES

NAME OF OFFEROR OR CONTRACTOR

SUPPLIES/SERVICES

(B)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

OPTIONAL FORM 336 (4-86)

Sponsored by GSA FAR (48 CFR) 53.110

ITEM NO.

(A)

QUANTITY

(C)

NSN 7540-01-152-8067

1305M326Q0375/0001

QUOTES WILL BE EVALUATED BASED ON (RFO

52.212-2) IN ATTACHED CLAUSES & PROVISIONS.

VENDORS WHO DO NOT PROVIDE ALL EVALUATION

CRITERIA PER 52.212-1 AND 52.212-2 WILL NOT BE

ACCEPTED.

THE OFFEROR MUST BE CURRENTLY REGISTERED IN THE

SYSTEM FOR AWARD MANAGEMENT (SAM) TO BE

ELIGIBLE FOR AN AWARD.

QUOTES RECEIVED FROM CONTRACTORS WHO ARE NOT

ACTIVE IN SAM WILL NOT BE CONSIDERED.

TOTAL SMALL BUSINESS SET-ASIDE, FIRM-FIXED

PRICE PURCHASE ORDER TO BE AWARDED TO THE LOW

PRICED, TECHNICALLY ACCEPTABLE QUOTE.

THE GENERAL DECISION (GD) CONSTRUCTION TYPE

BUILDING FL20260208, MODIFICATION NO. 1, DATED

05/17/2026 WILL BE INCORPORATED AND MAY BE

VIEWED AT WWW.SAM.GOV

BONDING/LOC WILL BE REQUIRED UNLESS YOUR QUOTE

IS UNDER $35K.

1305M326Q0375 0001

Section 2 - Combined Synopsis/Solicitation

Summary of Clause Changes:

Clause Statement of Work is incorporated as follows:

Statement of Work SOW

Background:

This project is for the National Oceanic and Atmospheric Administration (NOAA), National Weather Service (NWS) Southern Region, Tampa Weather Forecast Office (WFO) located in Ruskin Florida. The parking lot has large cracks, pot holes and sunken areas that need to be addressed. There is approximately 21,500 square feet of asphalt. This includes an added area to extend the parking area at the upper air building which is to the left of the front of the upper air building south of the existing concrete sidewalk and is currently bare ground. and there is also an area directly behind the upper air building on the east side and currently has asphalt, this area can be sealed with a polymer/rubberized sealer, the area has no vehicle traffic only foot traffic. There is also 1200 linier feet of striping. (Refer to photos below).

Objective:

Restoration of the parking lot will return the deteriorated asphalt up to original condition of a newly paved parking area making a safe and aesthetic pleasing parking area. The local staffs’ safety concerns regarding the current conditions of the parking lot will be relieved once the project is completed. The SRH and WFO staff would like to correct the problem in the most efficient and cost-effective manner possible.

Tasks:

Furnish all necessary labor, materials/supplies, equipment, services, and supervision necessary to accomplish all tasks necessary for the completion of the work set forth in this Statement of Work (SOW). These services include, but are not limited to providing: construction, testing, documentation, and construction management necessary for the successful completion of the required work.

The Contractor Shall:

Existing Parking Area:

• Make note of dimensional layout of the existing main parking area, to document the type, number and spacing of the existing parking spaces prior to repairing the existing parking area and the removal.

Asphalt Application and Parking Lot Repairs:

• Remove all bumper blocks and pins. Replace with 6 foot in length Black and Yellow Clearline recycled rubber parking blocks w/ 18-inch steel spikes or an equivalent of the same type of recycled rubber parking blocks using 18-inch steel spikes.

• Mill (grind) the entire area currently under asphalt, including both entrance ramps at both the east and west entrance gates.

• Mill to a depth of 1.5” (1.5 inches) making sure the new asphalt remains perfectly flush with existing concrete curbs and sidewalks, maintain a safe, profession and ADA complaint transition.

• Repair/ replace road base material and re-compact to form new subgrade.

• Inspect the milled base: Check the exposed asphalt layer for soft spots, cracks or structural failures.

• Mill deeper if needed: Excavate and patch any areas where the remaining base is weak or unstable.

• Level low spots: Patch deep ruts or depressions with binder asphalt and compact them flat.

• Apply tack coat: Spray a liquid asphalt emulsion uniformly over the clean milled surface.

• Allow curing: Wait for the tack coat to break and become tacky. This will ensure the new asphalt sticks to the old surface.

• Apply new asphalt: Use a commercial paver to lay 1.5 inches of fresh surface-mix asphalt over the tack coat.

• Compact the mat: Use steel-wheeled rollers in breakdown, intermediate, and finish passes to achieve proper density.

• Joint compaction: Roll and seal longitudinal and transverse joints tightly to prevent water entry.

• Provide all labor and project management while actively working onsite.

Restriping:

• Currently there are 26 parking spaces with two handicap spaces. Restripe main parking area according to existing parking lot layout utilizing Sherwin-Williams Pro-Park Traffic Paint yellow in color (26 spaces including handicap). Overflow parking area will have changes (No Parking area, wider spaces for Government vehicles, and ten regular sized spaces). Consult staff for new layout for the Government vehicle parking lots.

• At each entrance gate (east and west) on the inside of the gates there are Inductive Vehicle Detection loops installed. They will need to be removed during the milling process. And need to be replaced upon new asphalt being applied. And made sure that both loops are working flawlessly upon completion of the parking lot paving project.

Point of Contacts:

TBD

Security:

The contractor(s) will be required to sign in each morning at the front reception area and sign out each evening.

*** The C & A requirements of clause 73 does not apply and a Security Accreditation Package is not required. ***

Place of Performance:

National Weather Service Forecast Office 2525 14th Ave SE Ruskin, Florida 33570-5468

Period of Performance:

Provide a fully functional and operational system 60 days from contract notice to proceed.

Bonding/Letter of Credit is required within 10 days from date of award.

Project Warranty:

Contractor shall provide a written warranty for the installed system for a period of (1) one for year parts and (1) one year for labor from the date of acceptance.

STANDARD CLAUSES

A. Compliance.

The Contractor shall comply with all local, state, and Federal environmental, health, and safety regulations while conducting this work. In addition, the Contractor shall ensure that all work is in compliance with the applicable codes and be responsible for all licenses, permits and fees required to complete this project.

B. Disposal.

The Contractor will be required to properly remove and dispose of all waste material in an environmentally friendly manor.

C. Guidelines.

The Project shall follow the guidelines stated in the Statement of Work, site diagrams, blueprint, and any contractor provided quoted documents. All changes must be submitted and approved by the Contracting Officer.

D. Hours of Operation.

Work shall be performed between 7:00am & 5:00pm Monday thru Friday unless otherwise approved by the COR. Contractor agrees to observe all Federal Holidays, and any other day off work designated by Federal Statute, Executive Order, or Presidential Proclamation:

New Year’s Day, Labor Day, Columbus Day, Veteran's Day, Thanksgiving, Christmas, Memorial Day, Presidents Day, Independence Day & Martin Luther King Day and Juneteenth.

E. Facility Access.

A Project sign in sheet shall be completed each day for all contractors, contractor employees and sub-contractors on site.

F. Government Contact.

The Contracting Officer Representative (COR) will serve as the Government’s point of contact for all submissions.

G. Documents.

The Government does not warrant that any documents provided as attachments to be free from discrepancies, ambiguities, errors, omissions, or changing conditions. It is the responsibility of the Contractor to confirm existing conditions and resolve discrepancies between documents.

H. Project Duration Project shall be completed within 60 days of notice to proceed. Bonding/Letter of Credit must be provided within 10 days from date of award.

I. Davis Bacon Act.

The Contractor shall comply with the current wages of the Davis- Bacon Act for Hillsborough County, Building Construction type.

SAFETY AND EMERGENCY PLAN:

A. The Contractor shall observe and institute all applicable OSHA safety requirements and procedures to prevent accidents and injuries to both Contractor and Government employees including 40 CFR 1926 Subpart M for fall protection requirements.

B. The Contractor shall designate one person as Safety Coordinator for purposes of communication between the Contractor and the National Weather Service COR.

GOVERNMENT PROVIDED MATERIALS AND/OR SERVICES

A. EXCLUSIONS:

Unless otherwise indicated elsewhere in this SOW, the Government will provide no data, materials, equipment and/or services to the Contractor. Any and all research required to fulfill the SOW described herein, shall be the responsibility of the Contractor. The Government retains the right to request the Contractor to acquire additional information on behalf of the Government.

B. WARRANTY:

The Government does not warrant that any documents provided as attachments to be free from discrepancies, ambiguities, errors, omissions, or changing conditions. It is the responsibility of the Contractor to confirm existing conditions and resolve discrepancies between documents.

C. SUBMITTALS:

Shall be sent to COR

***All submittals shall become the property of the U.S. Government***

Section 3 - Line Items and Attachments

List of Line Items

Table has been revised and now reads as follows:

List of Attachments

Attachment Number Title

1 142020-26-0131 Attachment 1 Site Photo 2 1305M326Q0375 General Decision 3 1305M326Q0375 Questions and Answers

Title