Attachment A.pdf

PDF 40 KB Posted

Attached to
D1 BRIDGE 2 YR ON CALL REINFORCING STEEL
Solicitation number
5400030002
Issued by
Richland County, South Carolina

About this file

This is a Reinforcing Steel Schedule attachment for the State of South Carolina's D1 Bridge 2 Year On-Call reinforcing steel contract opportunity. The document provides a detailed schedule of reinforcing steel materials required for bridge construction and maintenance projects, organized by mark number with corresponding quantities, steel grades, and dimensional specifications. The schedule lists various reinforcing steel items including bars designated as A1601, TC1601, A1301, A2501, A0401, A0501, A0503, A0901, L0501, A0502, A0801, SC0501, J0401, and J0402, with quantities ranging from 20 to 2,500 units and lengths varying from 9 inches to 27 feet 2 inches. Steel grades specified include #4, #5, #8, and #9 reinforcing bars, with specific dimensional requirements noted in columns designated "a," "b," "c," and "d" for bent and shaped configurations as needed for different structural applications.

The schedule appears to be part of a standardized template for on-call bridge projects in South Carolina's District 1, indicating this is a framework contract for multiple bridge repair and construction initiatives over a two-year period. The reinforcing steel materials are specified with precise measurements and configurations to ensure compatibility with existing bridge structures and new construction requirements throughout the district. No pricing information, bidding deadlines, or award dates are included in this attachment, as it serves as a material specification reference document for contractors responding to the on-call contract solicitation.

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Solicitation.pdf PDF

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Text version

SIZE "a" "b" "c" "d" A1601 400 #5 20' - - - - - - 20'

TC1601 4000 #5 1' - 4" 1'-2 1/4" - - - - 2' - 8 3/4"

A1301 20 #4 20' - - - - - - 20' A2501 20 #8 20' - - - - - - 20'

SIZE "a" "b" "c" "d" A0401 80 #4 14' - 7 3/4" - - - - - - 14' - 7 3/4" A0501 370 #5 14' - 7 3/4" - - - - - - 14' - 7 3/4" A0503 1300 #5 2' - 5" - - - - - - 2' - 5" A0901 900 #9 14' - 7 3/4" - - - - - - 14' - 7 3/4" L0501 450 #5 9" - - 4" 1' - 3" 4' - 1" A0502 2500 #5 5' - 2" - - - - - - 5' - 2" A0801 140 #8 27' - 2" - - - - - - 27' - 2"

SC0501 1100 #5 1' - 2" 8" 3 3/4" - - 5' - 2"

J0401 90 #4 1' - 0" 1' - 6" - - - - 4' - 0" J0402 90 #4 61/2" 1' - 6" - - - - 3' - 61/2"

Pile Wrap Schedule - Year

REINFORCING STEEL SCHEDULE

MARK

NO.

REQ'D

LENGTH

H20 Schedule Year

MARK

REINFORCING STEEL SCHEDULE

NO.

REQ'D

LENGTH

Sheet2

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