Notice.pdf

THIS IS NOT A REQUEST FOR BID – PLANS AND SPECIFICATIONS ARE NOT

AVAILABLE.

THIS NOTICE IS BEING ISSUED TO DETERMINE IF THERE IS SUFFICIENT

INTEREST FROM QUALIFIED PRIME CONTRACTORS who are small businesses, HUBZone small businesses, woman owned small business concerns, 8(a) small businesses, or service disabled veteran-owned small businesses and who intend to submit a bid for this solicitation to allow for a set-aside in one of these programs. Interested businesses must submit the following by e-mail to CFLAcquisitions@dot.gov (Attn:

Ryan Phillips) for receipt by close of business (2 p.m. local Denver time) on August 10, 2022:

(1) A positive statement of your intention to submit a bid for this solicitation as a Prime

Contractor;

(2) A list of all confirmed socioeconomic categories (i.e., 8(a), small disadvantaged business, HUBZone small business, service-disabled veteran-owned small business, EDWOSB, or WOSB status) that apply to your business;

(3) A letter from a bonding agent stating your firm’s capability to bond for a single project of $5 million, and your firm’s aggregate bonding capacity; and

(4) Provide a list of road construction projects of equal or greater value and scope to the

KS FLAP KIN 50(1) Cheney Reservoir Access Road project in which you performed work similar in scope to the below table. DO NOT SEND INFORMATION ON

PROJECTS THAT DO NOT INCLUDE THE ABOVE WORK.

The size of a small business firm includes all parents, subsidiaries, affiliates, etc. Refer to the Code of Federal Regulations 13 CFR 121.103 for information on how the SBA determines affiliation and 13 CFR 121.108 regarding the penalties for misrepresentation of size status. All firms should be certified in the System for Award Management (SAM) located at https://www.sam.gov/

KS FLAP KIN 50(1)

Cheney Reservoir Access Road

PROJECT DESCRIPTION:

The project is located within the Cheney Reservoir in Kingman County in the State of

Kansas. RS 607 (NE 50 St) provides access to the West Shore Area of the Cheney

Reservoir. The West Shore Area includes camp sites, boat ramps, jetties and other recreational facilities. These types of facilities generate increased truck and trailer traffic.

The project is for the rehabilitation of RS 607 (NE 50 St) from RS 1428 (NE 150 Ave) east for 2.0 miles to the Kingsman County Line (N 407th St W).

SCOPE OF THE WORK:

mailto:CFLAcquisitions@dot.gov https://www.sam.gov/

The project scope includes shoulder regrading and widening to improve the existing roadway condition and safety and provide improved public access to Cheney State Park and Cheney Reservoir (USBR). The project includes the widening of the roadway to provide 26’ from edge of pavement to edge of pavement plus 4’ gravel shoulders on each side for the length of the project. It also includes 2.5” Asphalt Concrete Overlay of the existing overlay.

PRINCIPAL WORK ITEMS:

Line Item Unit

Estimated

Quantity

CENTERLINE, VERIFICATION AND STAKING MILE 2

CLEARING AND GRUBBING ACRE 5

ROADWAY AGGREGATE, METHOD 2 TON 850

SHOULDER AND DITCH RECONDITIONING MILE 2

FULL DEPTH RECLAMATION WITH CEMENT, 8-INCH DEPTH MILE 2

CEMENTITIOUS MATERIAL TON 450

ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 7,800

FOG SEAL TON 15

PRIME COAT, METHOD 1 TON 48

TACK COAT TON 15

CLEANING CULVERT IN PLACE EACH 18

GENERAL LABOR HOUR 200

SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 20

SPECIAL LABOR, HIRED TECHNICAL SERVICES (BIOLOGIST) HOUR 20

DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 20

BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 20

WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 20

BULLDOZER, 350HP MINIMUM FLYWHEEL POWER HOUR 20

MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 20

PLACING CONSERVED TOPSOIL, 4-INCH DEPT SQYD 13,000

SEEDING, HYDRAULIC METHOD ACRE 3

MULCHING, HYDRAULIC METHOD ACRE 3

SIGN SYSTEM EACH 16

DELINEATOR, TYPE 1 EACH 68

PAVEMENT MARKINGS, TYPE D, SOLID MILE 9

TEMP TRAFFIC CONTROL LPSM 35,000

ANTICIPATED SCHEDULE:

Advertise: October 2022

Award: December 2022

Notice to Proceed: January 2023

Construction Duration: 58 Days

ENGINEER’S ESTIMATE:

Estimated Bid Range: Between $2,000,000 and $5,000,000