LLA PIT Access Ramp Materials

Solicitation is not attached.

The US Army Corps of Engineers, Walla Walla District is issuing a solicitation for the purchase of Spillway Pit Tag Access Platform Materials for use at Lower Granite Lock and Dam, Pomeroy, Washington, prepared in accordance with Federal Acquisition Regulation 12.6. The NAICS code applicable to this acquisition is 332722, with a Small Business Size Standard of 500 employees as determined by 13 CFR 121.104.

Competition for this requirement is Set-Aside for small business. Offers received from other than small business offerors will not be considered. When available, the solicitation documents for this project W912EF21Q0090 will be provided via Beta.SAM https://www.beta.sam.gov on or around 05 May 2021. Please do not submit a quote without the solicitation package that will be provided to industry by the Government as specified above. The solicitation will be a Request for Quote (RFQ). The official quotation due date will be contained in the solicitation and any solicitation amendments that may be issued.

TECHNICAL SPECIFICATIONS

The successful bidder shall be required to supply the materials list as described in the technical specifications. All furnished equipment shall be new and not refurbished and conform in strength, quality of material, workmanship, and sound engineering standards. All items shall be delivered in accordance with the Shipment and Delivery instructions.

The successful bidder shall supply the following:   

Line Item 01

6-inch x 6-inch 3/8-inch wall square tube x 20 foot lengths Pultruded GFRP structural shape with a Flame Retardant Polyester Resin System. The Resin shall incorporate ultraviolet inhibitors, good corrosion resistance, good electrical properties, low thermal conductivity and excellent mechanical properties. 

Structural shapes are to have the minimum longitudinal mechanical properties listed below:

Property ASTM Method    Value                   Units

Tensile Strength   D-638     30,000 (206)         psi (MPa)

Tensile Modulus  D-638     2.5 x 106 (17.2)    psi (GPa)

Flexural Strength D-790     30,000 (206)         psi (MPa)

Flexural Modulus D-790     1.8 x 106 (12.4)    psi (GPa)

Flexural Modulus (Full Section)       N/A         2.8 x 106 (19.3)    psi (GPa)

Short Beam Shear (Transverse)        D-2344  4,500 (31)              psi (MPa)

Shear Modulus (Transverse)             N/A         4.5 x 105 (3.1)      psi (GPa)

Coefficient of Thermal Expansion  D-696     4.4 x 10-6(8.0 x 10 -6) in/in/°F

(cm/cm/°C)

Flame Spread       E-84       25 or less               N/A

(2 EACH)

Line Item 02

3-inch x 3-inch x 3/8-inch angle x 20-foot lengths Pultruded GFRP. Refer to item 1. for properties.

(7 EACH)

Line Item 03

6-inch x 1 5/8-inch x 1/4-inch channel x 20-foot lengths Pultruded GFRP. Refer to item 1. for properties.

(4 EACH)

Line Item 04

8-inch x 2 3/16-inch x 3/8-inch channel x 12-foot lengths Pultruded GFRP. Refer to item 1. for properties.

(3 EACH)

Line Item 05

8-inch x 2 3/16-inch x 3/8-inch channel x 20-foot lengths Pultruded GFRP. Refer to item 1. for properties.

(3 EACH)

Line Item 06

2-inch x 2-inch x 1/4-inch square tube x 20-foot lengths. Pultruded GFRP. Refer to item 1. for properties.

(13 EACH)

Line Item 07

GFRP Fibergrate molded grating 1-1/2-inch depth with 1-1/2-inch x 1-1/2-inch mesh. With ¼ inch thick bars. Weight 3.8 lbs./ft^2, panel size 4-foot x 8-foot. Grating shall have an integrally applied grip finish. Grating shall have a minimum deflection of 0.1 inch with 50psf and a 36-inch clear span. Or approved equal.

(2 EACH)

Line Item 08

GFRP Fibertread molded grating panel for stair treads. Panel size 10 feet x 22 ¼ inches x 1 ½ inch thick. Panel shall have 1-inch x 6-inch bar grid with ¼ inch thick bars. Stair treads shall be rated for a 500lb center span point load with a maximum deflection of 0.19 inch for a 30-inch span. Or approved equal.

(6 EACH)

Line Item 09

6inch x 6inch ½ inch angle x 12foot length Pultruded GFRP. Refer to item 1 for properties.

(1 EACH)

Important Note: the Beta.SAM response date listed elsewhere in this synopsis is for Beta.SAM archive purposes only. It does not necessarily reflect the actual due date that the RFQ is due.  NO CD's OR HARD COPIES WILL BE AVAILABLE. Offeror's are responsible for checking the reference page for any update(s) to the Notice. The Government is not responsible for any loss of Internet connectivity or for a bidder's inability to access the document posted at the referenced website. To obtain automatic notifications of updates to this solicitation, you MUST log in to Beta.SAM.gov and add the solicitation to your Watchlist. If you would like to list your firm so others can see you are an interested vendor, you must click the quote mark Add Me to Interested Vendors button in the listing for this solicitation on Beta.SAM.gov. All quotes received by the closing date that are small businesses will be considered by the Government. To be eligible for contract award, offerors must be registered in the System for Award Management (SAM). Register via the SAM website at https://www.beta.sam.gov or contact SAM Customer Service at 866-606-8220. Offerors must also complete Offeror Representations and Certifications on-line at https://www.beta.sam.gov.