Amendment 2.pdf

State of South Carolina

Invitation For Bid Amendment 2

Solicitation:

Date Issued:

Procurement Officer:

Phone:

E-Mail Address:

Mailing Address:

5400023870 08/30/2022

ROBERT LEVAN

843-746-6744 LeVanRJ@scdot.org SCDOT Procurement Office PO Box 191 Columbia SC 29202-0191

DESCRIPTION: Weight Station Repair I-26 Dorchester

USING GOVERNMENTAL UNIT: SC Dept of Transportation

SUBMIT YOUR OFFER ON-LINE AT THE FOLLOWING URL: http://www.procurement.sc.gov

SUBMIT OFFER BY (Opening Date/Time): 09/02/2022 09/14/2022 @ 14:30:00 (See "Deadline For Submission Of Offer" provision)

QUESTIONS MUST BE RECEIVED BY: 08/26/2022 09/06/2022 @ 12:00 P.M. (See "Questions From Offerors" provision)

NUMBER OF COPIES TO BE SUBMITTED: 1

CONFERENCE TYPE: On-Site Visit

DATE & TIME: 8/25/2022 @ 11 A.M. EXPIRED

(As appropriate, see "Conferences - Pre-Bid/Proposal" & "Site Visit" provisions)

LOCATION:

I-26 Dorchester

WB Station Harleyville SC 29448

AWARD &

AMENDMENTS

Award will be posted on 09/08/2022 09/16/2022. The award, this solicitation, any amendments, and any related notices will be posted at the following web address: http://www.procurement.sc.gov

You must submit a signed copy of this form with Your Offer. By signing, You agree to be bound by the terms of the

Solicitation. You agree to hold Your Offer open for a minimum of thirty (30) calendar days after the Opening Date. (See

"Signing Your Offer" provision.)

NAME OF OFFEROR

(full legal name of business submitting the offer)

Any award issued will be issued to, and the contract will be formed with, the entity identified as the Offeror. The entity named as the offeror must be a single and distinct legal entity. Do not use the name of a branch office or a division of a larger entity if the branch or division is not a separate legal entity, i.e., a separate corporation, partnership, sole proprietorship, etc.

AUTHORIZED SIGNATURE

(Person must be authorized to submit binding offer to contract on behalf of Offeror.)

DATE SIGNED

TITLE

(business title of person signing above)

STATE VENDOR NO.

(Register to Obtain S.C. Vendor No. at www.procurement.sc.gov)

PRINTED NAME

(printed name of person signing above)

STATE OF INCORPORATION

(If you are a corporation, identify the state of incorporation.)

OFFEROR'S TYPE OF ENTITY: (Check one) (See "Signing Your Offer" provision.)

___ Sole Proprietorship ___ Partnership ___ Other_____________________________

___ Corporate entity (not tax-exempt) ___ Corporation (tax-exempt) ___ Government entity (federal, state, or local)

COVER PAGE - ON-LINE ONLY (MAR. 2015)

mailto:LeVanRJ@scdot.org http://www.procurement.sc.gov/

QUESTIONS FROM OFFERORS - AMENDMENT (JUN 2017)

THE SOLICITATION IS AMENDED AS PROVIDED HEREIN. INFORMATION OR CHANGES RESULTING

FROM QUESTIONS WILL BE SHOWN IN A QUESTION-AND-ANSWER FORMAT. ALL QUESTIONS

RECEIVED HAVE BEEN REPRINTED BELOW. THE “STATE’S RESPONSE” SHOULD BE READ WITHOUT

REFERENCE TO THE QUESTIONS. THE QUESTIONS ARE INCLUDED SOLELY TO PROVIDE A CROSS-

REFERENCE TO THE POTENTIAL OFFEROR THAT SUBMITTED THE QUESTION. QUESTIONS DO NOT

FORM A PART OF THE CONTRACT; THE “STATE’S RESPONSE” DOES. ANY RESTATEMENT OF PART

OR ALL OF AN EXISTING PROVISION OF THE SOLICITATION IN AN ANSWER DOES NOT MODIFY THE

ORIGINAL PROVISION EXCEPT AS FOLLOWS: UNDERLINED TEXT IS ADDED TO THE ORIGINAL

PROVISON. STRICKEN TEXT IS DELETED. [02-2A097-1]

QUESTIONS AND ANSWERS ARE BELOW. THE SCDOT’S ANSWER APPEARS IN RED.

1. Who is responsible for the proximity loops? (The scope of work does state the Contractor is responsible. As stated in scope of work, Saw Cut foundation, re-install and seal One Proximity Loop. On site there are two??)

SCDOT Contractor will cut concrete for the installation of proximity loops. Loops to be installed by others.

2. Does the lower 10” pad need to be removed and replaced?

The lower 10” concrete does not need to be replaced.

3. Does the concrete roadway before and after the scale location need to be removed and replaced?

Replace the slabs located prior to and after the slab containing the dynamic scales, these slabs were identified to have structural failures in the Aug 25th walk through.

AMENDMENTS TO SOLICITATION

(a) The Solicitation may be amended at any time prior to opening. All actual and prospective Offerors should monitor the following web site for the issuance of Amendments: www.procurement.sc.gov (b) Offerors shall acknowledge receipt of any amendment to this solicitation (1) by signing and returning the amendment, (2) by identifying the amendment number and date in the space provided for this purpose on Page Two, (3) by letter, or (4) by submitting a bid that indicates in some way that the bidder received the amendment. (c) If this solicitation is amended, then all terms and conditions which are not modified remain unchanged.

The following changes have been made to Section III. SCOPE OF WORK/SPECIFICATIONS: UNDERLINED TEXT

IS ADDED TO THE ORIGINAL PROVISON. STRICKEN TEXT IS DELETED.

III. SCOPE OF WORK/SPECIFICATIONS

Work shall consist of removing failing concrete ramp and replacing concrete. Anticipated cure time for concrete to be one week. SCDOT will be responsible for Traffic Control and lane closure.

Remove 16’ wide by 25’ long by 12” thick failing concrete ramp near the Dynamic Weigh scale.

Replace concrete with 4000psi, per SCDOT Specification, to critical elevation and flatness.

http://info2.scdot.org/Materials/Pages/QualifiedProd.aspx https://www.scdot.org/business/pdf/2007_full_specbook.pdf

Original Pit Frames to be re-used, care to be used not to damage frames.

http://info2.scdot.org/Materials/Pages/QualifiedProd.aspx https://www.scdot.org/business/pdf/2007_full_specbook.pdf

Saw Cut foundation, re-install and seal One Proximity Loop Loops as required.

Bid price to include dumpsters and hauling of debris.

Contractor to provide all tools and materials to facilitate repair.

See Attachment B and C; review drawing notes.

Slab 1 – 27’ x 16’ x 10” Thick (Before the scale location in direction of travel.)

Slab 2 – 23’ x 25’ x 10” Thick (After the scale location in direction of travel. Additional width of slab 2 is due to monolithic slab to edge of pavement/no joint)