Resurfacing Pkg. E - Addendum - Rehabilitation of the Claiborne Pell (Newport) Bridge Jamestown and Newport, Rhode Island

Location: South Carolina
Posted: Sep 18, 2026
Due: Nov 2, 2026
Agency: McCormick County
Type of Government: State & Local
Category:
  • Z - Maintenance, Repair or Alteration of Real Property
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Resurfacing Pkg. E - Addendum

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Project 30856.0011 - Resurfacing Package E
McCormick County
Addendum 1
September 17, 2026
1. AMENDMENT OF SOLICITATION
The Solicitation of this project is amended as described below. Except as provided in this
addendum, all other provisions of the solicitation remain unchanged and in full force and
effect.
2. REQUIREMENT TO ACKNOWLEDGE ADDENDUM
By submitting your bid, you are attesting that you have read, understand and acknowledge this
addendum. Bidder shall acknowledge receipt of Addendum on Document 00313 - Bid Form.
3. DESCRIPTION OF AMENDMENT
a. Questions and Answers
4. AUTHORIZED REPRESENTATIVE
Name: Allison Busch, PE
Busch.a@tandh.com
Date: September 17, 2026
Title: Project Manager

Questions and Answers
1. Q: Can clarification be provided on the guardrail quantities? Why is the old guardrail
removal item a different quantity than the new guardrail.
A: The exhibit was missing one section of guardrail. This has been revised, and a new map is
included in this addendum. Line item 10 includes the removal and disposal of the total
amount of linear feet of existing guardrail and end treatments, as measured from GIS.
Line 11 includes the installation of the linear feet of new guardrail. Lines 12 and 13 include
the quantities of new end treatments with a unit of EACH to follow standard SCDOT
practice instead of listing linear feet of the end treatments.
2. Q: If property owners have any landscaping placed in areas needing shoulder buildup,
should this be replaced with sod or is seeding allowed?
A: All disturbed areas should be stabilized with seed, no sod will be required.
3. Q: Can lengths\areas for each road be provided?
A: No additional information will be provided at this time beyond the bid quantities listed on
the bid form and the road locations shown on the exhibit.
4. Q: Can you clarify if the Milling should be 1.5" or 2"?
A: Milling should be 1.5" to match the 1.5". Bid form has been corrected and attached to this
addendum.
5. Q: Should backfill be included in the line-item cost for pipe?
A: Yes, the unit price for each pipe line item should include all costs needed for installation.
6. Q: Is there any time concern with project being awarded with winter coming up?
A: No, there is no concern at this time. The County will not impose winter month paving
restrictions as long as temperatures meet SCDOT paving requirements. However, a time
extension can be evaluated if unusual conditions arise, such as earlier than normal cold
conditions or asphalt plant shutdowns.

Item Quantity Unit Description Unit Price
1 1 LS Mobilization
2 1 LS Traffic Control
3 1 LS Bonds and Insurance
4 180 SY Variable Milling
5 6,900 SY Milling Existing Asphalt Pavement 1.5"
6 2,600 TN HMA Surface Course (Type C) (1.5")
7 130 TN Liquid Asphalt Binder
8 460 SY Full Depth Asphalt Patching (6" Uniform)
9 80 LF 18" PP Pipe
10 3,780 LF Rem/Disp Old Guardrail/End Treatments
11 3,182 LF MGS3 Guardrail Standard Shoulder
12 4 EA MT3 Leading End Treatment
13 4 EA MB Trailing End Treatment
14 8 EA MTBBC2 Mash Thrie-Beam Barrier Dconn TL2
15 8 EA Low Maint. Warning Marker Post 36YYW
16 200 CY Shoulder Buildup
17 1 AC Grassing
Total

00313 - 3
BID PROPOSAL
Item Quantity Unit Description Unit Price
1 1 LS Mobilization
2 1 LS Traffic Control
3 1 LS Bonds and Insurance
4 180 SY Variable Milling
5 6,900 SY Milling Existing Asphalt Pavement 1.5"
6 2,600 TN HMA Surface Course (Type C) (1.5")
7 130 TN Liquid Asphalt Binder
8 460 SY Full Depth Asphalt Patching (6" Uniform)
9 80 LF 18" PP Pipe
10 3,780 LF Rem/Disp Old Guardrail/End Treatments
11 3,182 LF MGS3 Guardrail Standard Shoulder
12 4 EA MT3 Leading End Treatment
13 4 EA MB Trailing End Treatment
14 8 EA MTBBC2 Mash Thrie-Beam Barrier Dconn TL2
15 8 EA Low Maint. Warning Marker Post 36YYW
16 200 CY Shoulder Buildup
17 1 AC Grassing
Total
TOTAL BID FOR ALL ESTIMATED PRICES
(Use words)
($ )
(Figures)
Unit Prices have been computed in accordance with paragraph 11.03.C of the General
Conditions.
BIDDER acknowledges estimated quantities are not guaranteed and are solely for the purpose
of comparison of Bids, and final payment for all Unit Price Bid items will be based on actual
quantities determined as provided, determined as provided in the Contract Documents.
5. BIDDER agrees the Work will be substantially complete within 120 calendar days after the
date when the Contract Times commence to run as provided in paragraph 2.03 of the
General Conditions, and completed and ready for final payment in accordance with
paragraph 14.07 of the General Conditions within 150 calendar days after the date
when the Contract Times commence to run.
6. BIDDER accepts provisions of the Agreement as to liquidated damages in the event of
failure to complete the Work within times specified in the Agreement.

JOB NO: J-30856.0011
oration (C) 2 DRAWN: JTB
REVIEWED: AB
DATE: 02-26-2026
26 TomTom SCALE: 1" = 400'
SHEET: 1 of 1

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PREPARED FOR:
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1501 Main Street * Suite 400
Columbia, SC 29201 * 803.451.6789
www.thomasandhutton.com
(C) 2026 Microsoft CorpoJOrBa NOt: ioJ-3n0856 .0(C)011 202DAT6E: T02-2o6-20m26 Tom
DRAWN: JTB SCALE: 1" = 400'
REVIEWED: AB SHEET: 1 of 1
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MILL 1.5' & ASPHALT
OVERLAY 1.5"
ASPHALT OVERLAY 1.5"
ONLY
STORM DRAINAGE PIPE
GUARDRAIL
400 0 200 400
1 INCH = 400 FEET

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