Resident Haircuts for J.M. Chick Buckbee Juvenile Center
| Agency: | State of West Virginia |
|---|---|
| State: | West Virginia |
| Type of Government: | State & Local |
| Posted Date: | Oct 10, 2024 |
| Due Date: | Oct 21, 2024 |
| Solicitation No: | CRFQ-0803-DOT2500000021-1 |
| Original Source: | Please Login to View Page |
| Contact information: | Please Login to View Page |
| Bid Documents: | Please Login to View Page |
Description
Description: Resident Haircuts for J.M. Chick Buckbee Juvenile Center
Department: DIVISION OF CORRECTIONS AND REHABILITATION
Buyer: James W Atkins
Solicitation Number: CRFQ-0803-DOT2500000021-1
Type: Centralized Request for Quote (CRFQ)
Category: Highways
Closing Date and Time: 10/21/2024 01:30 PM EDT
| Line Number | Commodity Description | Details | Requested | |
|
1
|
Box beam must be 5 pieces - 3 feet 0 inches X 55 feet 6 inches. Box beam must have a minimum strength of 5500 psi at detention and 8000 psi at 28 days. Pre-stressing strands must be seven-wire uncoated low relaxation oversize strand (AD = 0.167 square inches), with a minimum tensile strength of 270,000 psi. Interior box beams shall have "Tex-Cote 300 Bridge Cote" Latex Acrylic Copolymer Coating or equivalent applied to the bottom of the beams. Box beam lab reports must accompany the shipping ticket.
|
Specifications
Commodity Code
30101700
|
Quantity
1.00000
Unit of Measure
EA
Delivery Date
-
|
View Purchase History
Additional Information
|
|
2
|
Box Beam must be 2 pieces - 3 feet 0 inches X 55 feet 6 inches. Box beam must have a minimum strength of 5500 psi at detention and 8000 psi at 28 days. Pre-stressing strands must be seven-wired uncoated low relaxation oversize strand (AS =0.167 square inches), with a minimum tensile strength of 270,000 psi. Exterior box beams shall have "Tex-Cote 30 Bridge Cote" Latex Acrylic Copolymer Coating or equivalent applied to the exposed side and bottom of the beams. Box beam lab reports must accompany the shipping ticket.
|
Specifications
Commodity Code
30101700
|
Quantity
1.00000
Unit of Measure
EA
Delivery Date
-
|
View Purchase History
Additional Information
|
|
3
|
Pads must be 1-13/16 inches X 4-3/4 inches X 28 inches.
|
Specifications
Commodity Code
30101700
|
Quantity
12.00000
Unit of Measure
EA
Delivery Date
-
|
View Purchase History
Additional Information
|
|
4
|
Pads must be 1-13/16 inches X 4-3/4 inches X 15-1/2 inches.
|
Specifications
Commodity Code
30101700
|
Quantity
4.00000
Unit of Measure
EA
Delivery Date
-
|
View Purchase History
Additional Information
|
|
5
|
Bolt or rebar must be 1 inch X 2 feet 0 inches.
|
Specifications
Commodity Code
30101700
|
Quantity
14.00000
Unit of Measure
EA
Delivery Date
-
|
View Purchase History
Additional Information
|
|
6
|
Joint filler must be 2 inches thick. Joint filler must be 4-3/4 inches X 11-1/8 inches.
|
Specifications
Commodity Code
30101700
|
Quantity
10.00000
Unit of Measure
EA
Delivery Date
-
|
View Purchase History
Additional Information
|
|
7
|
Joint filler must be 2 inches thick. Joint filler must be 4-3/4 inches X 8-3/8 inches.
|
Specifications
Commodity Code
30101700
|
Quantity
4.00000
Unit of Measure
EA
Delivery Date
-
|
View Purchase History
Additional Information
|
|
8
|
Joint filler must be 2 inches thick. Joint filler must be 6 inches X 3 feet 3-1/4 inches.
|
Specifications
Commodity Code
30101700
|
Quantity
14.00000
Unit of Measure
EA
Delivery Date
-
|
View Purchase History
Additional Information
|
|
9
|
Joint filler must be 1 inches thick. Joint filler must be 1 feet 9-3/4 inches X 3 feet 3-1/4 inches.
|
Specifications
Commodity Code
30101700
|
Quantity
14.00000
Unit of Measure
EA
Delivery Date
-
|
View Purchase History
Additional Information
|
|
10
|
Joint filler must be 1 inches thick. Joint filler must be 1 feet 9-3/4 inches X 11-1/8 inches.
|
Specifications
Commodity Code
30101700
|
Quantity
4.00000
Unit of Measure
EA
Delivery Date
-
|
View Purchase History
Additional Information
|
|
11
|
Washer must have 3-1/2 inch holes. Washer must be 8 inches X 8 inches X 1 inch thick.
|
Specifications
Commodity Code
30101700
|
Quantity
30.00000
Unit of Measure
EA
Delivery Date
-
|
View Purchase History
Additional Information
|
|
12
|
Bridge rail must conform to the standards set for in section 607 of the West Virginia Division of Highways Standard Specifications of Roads and Bridges (adopted 2023). Bridge rail must include inserts, hardward, posts, and guardrail (see plans for detail). Bridge rail (16 bridge guardrail posts with hardware, and 87-1/2 linear feet of guardrail) must be attached to beams by fabricator. Note: Shipping constraints may limit the length of attached guardrail.
|
Specifications
Commodity Code
30101700
|
Quantity
1.00000
Unit of Measure
EA
Delivery Date
-
|
View Purchase History
Additional Information
|
|
13
|
Bearing place must be 9 inches X 9 inches X 1 inch thick.
|
Specifications
Commodity Code
30101700
|
Quantity
10.00000
Unit of Measure
EA
Delivery Date
-
|
View Purchase History
Additional Information
|
|
14
|
Post tension bar must be 1 inch diameter. Post tension bar must be 5 pieces - 24 feet 4-1/2 inches long. Post tension bar must come with nuts.
|
Specifications
Commodity Code
30101700
|
Quantity
1.00000
Unit of Measure
EA
Delivery Date
-
|
View Purchase History
Additional Information
|
|
15
|
Transition sections must be 6 feet 3 inches. Transition sections must be supplied but NOT attached.
|
Specifications
Commodity Code
30101700
|
Quantity
4.00000
Unit of Measure
EA
Delivery Date
-
|
View Purchase History
Additional Information
|
See Also
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General Information Document ID CRFQ-0231-OOT2700000006-3 Status Amended Description Addendum No 2 -Temporary Technical
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