RIA Laurel Street Stormwater Upgrades - Addendum 2

AECOM Technical Services, Inc.
1831 W Evans Street
Suite 200
Florence, SC 29501
Phone: (843) 254-4400
Sent via Duncan Parnell
March 24, 2026
RE: Laurel Street Storm Water Upgrades
RIAGrant No.: R-25-1391
AECOMProject No. 60751558
ADDENDUM NO. 2- March 24, 2026
TO: ALL HOLDERS OF RECORD OF BID DOCUMENTS
Acknowledge receipt of this addendum by inserting its number and date in the Bid Form.
Failure to do so may subject bidder to disqualification. This addendum forms a part of
the Contract Documents. It modifies them as follows:
Specifications:
Section 00311 - Bid Form
Replace Bid Form in its entirety with the attached.
Clarification:
1. Since the location and extent of SCDOT signal wiring is not known, it is to be
located and verified by the contractor as they verify existing conditions. If any
conflicts are noted, the engineer shall be notified immediately for resolution. As
such, Base Bid Item 45 has been removed from the bid form.
Attachments:
Specifications
00311 - Bid Form - Unit Price
END OF ADDENDUM NO. 2

SECTION 00311
BID FORM
LAUREL STREET STORM WATER
UPGRADES
AECOM PROJECT NO.: 60751558
FEBRUARY 2026
Conway, SC
Date:
Project No. 60751558
PROPOSAL OF , doing
business as a corporation / a partnership / an individual (Strike out inapplicable terms), with its
principal office in the City of , County of , State
of , (hereinafter called "Bidder").
TO: City of Conway
(hereinafter called "Owner"),
To all potential bidders:
The Bidder, in compliance with your invitation for bids for the construction of the Laurel Street
Storm Water Upgrades having examined the plans and specifications with related documents
and the site of the proposed work, and being familiar with all of the conditions surrounding the
construction of the proposed project, including the availability of materials and labor, hereby
proposes to furnish all labor, materials and supplies, and to construct the project in accordance
with the Contract Documents, within the time set forth therein, and at the prices stated below.
These prices are to cover all expenses incurred in performing the work required under the
Contract Documents, of which this proposal is a part.
Bidder hereby agrees to commence work under this contract on or before a date to be specified
in written "Notice to Proceed" of the Owner and to fully complete the project within 120
consecutive calendar days thereafter as stipulated in the specifications. Bidder further agrees
to pay as liquidated damages the sum of $500.00 for each consecutive calendar day thereafter
as hereinafter provided in Paragraph 9 of the General Conditions.
The drawings, specifications and addenda are complementary of each other. What is called for
by one shall be as binding as if called for by all. If a conflict between any of the above is
discovered by the contractor, the problem shall be referred to the Engineer as soon as possible
for resolution by the Engineer. Should a conflict occur which is not resolved before bid time
and/or is necessary to comply with mandatory requirements (i.e., codes, ordinances, etc.), it
shall be the contractor's responsibility to price and bid the more expensive method.
Bidder acknowledges receipt of the following addendum:
BID FORM-UNIT PRICE
00311-1
12/12

No. Dated No. Dated
No. Dated No. Dated
Bidder agrees to perform all of the
described in the specifications and shown on the plans for the following unit prices:
BASE BID
Item Est Unit
No. Qty Unit Description Price Total
1. 1 LS Traffic Control $_______ $________
Camera Storm Drainage & Utility
2. 1 LS
Potholing $_______ $________
3. 1 LS Erosion Control $_______ $________
Remove Drainage Structure (CB, JB,
4. 17 EA
etc) $_______ $________
5. 10 EA Remove Trees $_______ $________
6. 48 LF Remove 12" SD $_______ $________
7. 286 LF Remove 15" SD $_______ $________
8. 510 LF Remove 18" SD $_______ $________
Gravity Sewer Relocation 8" DIP thru
9. 22 LF
Conflict Box $_______ $________
10. 6 EA Sewer Service Remove & Replace $_______ $________
Replace 4" DIP Sewer Service Through
11. 1 LS
Catch Basin $_______ $________
Replace 8" DIP Sewer Line Through
12. 1 LS
Catch Basin $_______ $________
13. 255 LF 6" Restrained Joint DIP $_______ $________
14. 1 EA 6"x6" Tapping Sleeve & Valve $_______ $________
15. 5 EA Tie to Ex. Water Line $_______ $________
16. 720 LBS Ductile Iron Fittings $_______ $________
17. 1 EA Temporary Blowoff $_______ $________
18. 2 EA Abandon Existing Gate Valves $_______ $________
19. 2 EA Abandon Existing Water Line $_______ $________
1" Water Service Conflict- Remove &
20. 3 EA
Replace $_______ $________
2" Water Service Conflict- Remove &
21. 12 EA
Replace $_______ $________
Remove & Relocate 6" Fire Line/ Hydrant
22. 1 EA
Lead $_______ $________
23. 1 LS Gas Line Relocation Allowance $ 80,000.00 $ 80,000.00
24. 1 EA Drop Inlet (22x34) $_______ $________
25. 8 EA Catch Basin - Type 1 $_______ $________
BID FORM-UNIT PRICE
00311-2
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26. 4 EA Catch Basin - Type 17 $_______ $________
27. 3 EA Junction Box $_______ $________
28. 1 EA Junction Box (Large) $_______ $________
29. 5 EA Conflict Box $_______ $________
30. 143 LF 18" RCP $_______ $________
31. 384 LF 24" RCP $_______ $________
32. 334 LF 30" RCP $_______ $________
33. 37 LF 14" x 23" Elliptical RCP $_______ $________
34. 42 LF Clean Existing 15" RCP $_______ $________
35. 2 EA Tie to Ex. Junction Box $_______ $________
Remove & Replace Concrete Curb &
36. 569 LF
Gutter $_______ $________
37. 560 LF Remove & Replace Concrete Sidewalk $_______ $________
Remove & Replace Brick Paver
38. 48 LF
Sidewalk $_______ $________
39. 1654 LF Remove & Replace Asphalt Pavement $_______ $________
40. 3890 SY Mill & Resurface Asphalt Pavement $_______ $________
Remove & Replace Handicap Access
41. 4 EA
Ramp $_______ $________
42. 1 LS Pavement Markings $_______ $________
43. 1 LS Intersection Traffic Loop Repairs $_______ $________
TOTAL OF BASED BID: $__________________
ALTERNATE 1
Item Est Unit
No. Qty Unit Description Price Total
1. 1 LS Nightwork Premiums $_______ $________
TOTAL OF ALT. 1: $__________________
TOTAL OF BASE BID + ALT. 1: $__________________
ALTERNATE 2
BID FORM-UNIT PRICE
00311-3
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Item Est Unit
No. Qty Unit Description Price Total
1. 10 EA Replace Trees $_______ $________
TOTAL OF ALT. 2: $__________________
TOTAL OF BASE BID + ALT. 1 +2: $__________________
ALTERNATE 3
Unit
Item Est
No. Qty Unit Description Price Total
Rehab Gravity Sewer by Pipe bursting
1. 136 LF with 8" HDPE or by Open Cut Method
with 8" DR18 for the Main line $_______ $________
Reconnect Sewer Service to Rehabbed
2. 4 EA
Main Sewer line $_______ $________
3. 1 LS Bypass Pumping $_______ $________
TOTAL OF ALT. 3: $__________________
TOTAL OF BASE BID + ALT. 1 +2+3: $__________________
The above unit prices shall include all labor, materials, bailing, shoring, removal, overhead,
profit, insurance, taxes, etc., to cover the finished work of the several kinds called for.
The Bidder declares that he understands that the quantities shown in the Proposal are subject
to adjustment by either increase or decrease and that should the quantities of any of the items
of the work be increased, the undersigned proposed to do the additional work at the unit prices
stated herein, and should the quantities be decreased, he also understands that payment will be
made on actual quantities at the unit price bid, and will make no claim for anticipated profits for
any decrease in the quantities and that actual quantities will be determined upon completion of
the work, at which time adjustment will be made to the contract amount by direct increase or
decrease.
The Bidder also understands that it is his/her responsibility to account for the value of any omitted
items that may be necessary to complete the work. The value of such items shall be included
in the price bid for the most applicable item.
It is the Owner's intention to award the project as a single contract to the low bidder based on
the Total Base Bid plus Alternates 1, 2, & 3. However, if bid prices exceed the available funds,
the Owner will have the choice to remove any Alternates until the total project cost is within the
available funds. The bid will be awarded to the low bidder with the lowest base bid and any
alternates selected.
BID FORM-UNIT PRICE
00311-4
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Bidder understands that the Owner reserves the right to reject any or all bids and to waive any
informalities in the bidding.
The Bidder agrees that this bid shall be good and may not be withdrawn for a period of 90
calendar days after the scheduled closing time for receiving bids.
Alternate 1 should include all costs associated with Nightwork along Laurel Street. SCDOT has
requirements for nightwork for lane closures in 3rd Avenue and 4th Avenue. These SCDOT
requirements are to be incorporated within the Total Base Bid.
Upon receipt of written notice of the acceptance of this bid, Bidder will execute the formal
contract attached within 10 days and deliver a Surety Bond or Bonds as required by Paragraph
30 of the General Conditions. The bid security attached in the sum of
Dollars
Cents ($ ) is to become the property of the Owner
in the event the contract and bond are not executed within the time above set forth, as liquidated
damages for the delay and additional expense to the Owner caused thereby.
By submission of this bid, each bidder certifies, and in the case of a joint bid, each party thereto
certifies as to its own organization, that this bid has been arrived at independently, without
consultation, communication, or agreement as to any matter relating to this bid, with any other
bidder or with any competitor.
[SEAL - (If bid is by a corporation)] Respectfully submitted:
BY:
(Print Name)
(Title)
(Business Address)
BID FORM-UNIT PRICE
00311-5
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