Attachment B - Quote Submission Form (Amendment 0002).pdf
PDF 124 KB Posted
- Attached to
- Precast Concrete Components C-Channels and Slabs Federal contract opportunity
- Solicitation number
- W912HZ26QA015
About this file
This is a Quote Submission Form for precast concrete components (C-Channels and Slabs) issued by the Engineer Research and Development Center (ERDC), U.S. Army Corps of Engineers, located in Vicksburg, Mississippi. The solicitation requires quotes for five line items totaling 47 units: 12 units of 6-inch thick C-Channel sections, 9 units of 9-inch thick TALL C-Channel sections, 9 units of Floor Isolation Slabs, 18 units of Floor Bearing Pads, and 3 units of 9-inch thick SHORT C-Channel sections. All components must meet a concrete compressive strength specification of f'c = 4,500 psi at 28 days and feature surface flush lifting with Meadow Burke MVB6444 utility V-anchors (four per unit). Contractors must provide 28-day concrete compressive strength reports in accordance with ASTM C39 electronically submitted for each item.
Quotes must include unit pricing with shipping costs incorporated per unit, and contractors must confirm their ability to meet a 60-day delivery requirement from the date of award. Contractors must be registered in the System for Award Management (SAM) prior to award. Required submission information includes contractor point of contact details, phone number, email address, UEI number, CAGE code, Tax ID, and quote validity date. The point of contact for this solicitation is Janalyn Dement at the Engineer Research and Development Center, 3909 Halls Ferry Road, Vicksburg, Mississippi 39180-6199, with email at Janalyn.H.Dement@usace.army.mil.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Attachment C- Technical Questions and Answers for 26QA015 (17 Mar).pdf | ||
| Attachment C - Technical Questions and Answers.pdf | ||
| Attachment A - DOR Drawings (Amendment 0002).pdf | ||
| B01.01_Solicitation Amendment W912HZ26QA0150002 SF 30.pdf | ||
| B01.01_Solicitation Amendment W912HZ26QA0150001 SF 30.pdf | ||
| B01.01_Attachment B - Quote Submission Form.pdf | ||
| B01.01_Attachment A - Drawings for Description of Requirement (DOR).pdf | ||
| B01.01_Solicitation - W912HZ26QA015.pdf |
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Text version
ATTACHMENT B
QUOTE SUBMISSION FORM
Precast Concrete Components C-Channels and Slabs
Line Item Quantity Description Unit Price
Including Shipping
Costs per unit
Line Item Total
0001 6-inch-thick C- Channel sections
12 See Drawing A in Attachment A f’c = 4,500 psi at 28-days
Lifting shall be surface flush, preferred utility V-anchor, meadow burke MVB6444 (four)
Contractor shall provide:
28-day concrete compressive strength report in accordance with ASTM C39 (electronically submitted).
0002 9-inch-thick, TALL, C- Channel sections
9 See Drawing B in Attachment A f’c = 4,500 psi at 28-days
Lifting shall be surface flush, preferred utility V-anchor, meadow burke MVB6444 (four)
Contractor shall provide:
28-day concrete compressive strength report in accordance with
0003 Floor Isolation Slab
9 See Drawing C in Attachment A f’c = 4,500 psi at 28-days
Lifting shall be surface flush, preferred utility V-anchor, meadow burke MVB6444 (four)
Contractor shall provide:
28-day concrete compressive strength report in accordance with
0004 Floor Bearing Pad
18 See Drawing D in Attachment A f’c = 4,500 psi at 28-days
Lifting shall be surface flush, preferred utility V-anchor, meadow burke MVB6444 (four)
Contractor shall provide:
28-day concrete compressive strength report in accordance with ASTM C39 (electronically submitted).
0005 9-inch-thick, SHORT
C- Channel sections
3 See Drawing E in Attachment A f’c = 4,500 psi at 28-days
Lifting shall be surface flush, preferred utility V-anchor, meadow burke MVB6444 (four)
Contractor shall provide:
28-day concrete compressive strength report in accordance with
TOTAL
Engineer Research and Development Center ATTN: Janalyn Dement 3909 Halls Ferry Rd.
Vicksburg, Mississippi 39180-6199 EMAIL: Janalyn.H.Dement@usace.army.mil
1. ABILITY TO MEET THE REQUIRED DELIVERY DATE OF 60 DAYS FROM DATE OF AWARD FOR
ALL ITEMS LISTED IN THE DOR? YES ________ NO ___________
2. REGISTERED IN THE SYSTEM FOR AWARD MANAGEMENT (SAM)?
YES _________ NO __________
NOTE: If you are not registered with SAM, an award cannot be made to your institution. You may register electronically at https://www.sam.gov/portal/public/SAM/.
Registering electronically will expedite the registration process but may not ensure registration prior to the award of the contract.
3. PLEASE PROVIDE THE FOLLOWING INFORMATION:
Contractor Point of Contact: ______________________________________________
Point of Contact Phone Number: ___________________________________________
Point of Contact E-mail Address: __________________________________________
Contractor UEI #: ____________________________________________________
Contractor Cage Code: __________________________________________________
Contractor Tax ID: _____________________________________________________
This quote is valid through the following date: _______________________________ mailto:Janalyn.H.Dement@usace.army.mil http://www.sam.gov/portal/public/SAM/ http://www.sam.gov/portal/public/SAM/
File details come from the government source that posted it. Updated .