Cover_Document_-_12-16-19_-_Addendum_No._1.pdf

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Attached to
Small Scale Stormwater Improvement Project #6
Solicitation number
01-20
Issued by
Volusia County, Florida

About this file

This is an addendum document issued by the City of DeBary, Florida for Small Scale Stormwater Improvement Project No. 6, Bid No. 01-20, dated December 16, 2019. The addendum modifies the original contract bid documents to eliminate the requirement for Performance and Payment Bonds, effectively marking these bonding requirements as "NOT APPLICABLE" throughout the Instructions to Bidders and Special Provisions sections. The bid date was established as Thursday, December 19, 2019 at 10:00 AM at DeBary City Hall. The addendum includes a revised Bid Form that corrects several technical specifications and removes duplicated pay items, including corrections to Pay Item No. 440-1-30 (changing underdrain specifications from 4" to 6" diameter), adjustment of concrete sidewalk quantity to 190 square yards, removal of duplicate items for concrete sidewalk and driveway, and correction of the acronym for Pay Item No. 431-1-1 from RICP to RICIP for pipe lining specifications.

The addendum addresses four specific questions submitted by prospective bidders regarding project clarifications. Key clarifications include confirmation that the underdrain specifications are 6" diameter as shown on construction plans, explicit direction that contractors shall remove and replace the existing combination sidewalk/flume on Margarita Road to match existing conditions with a 4-inch concrete thickness and maximum 1% cross-slope with control joints at 8-foot intervals, and confirmation that payment for the sidewalk/flume work is covered under Pay Item No. 522-1. The revised Bid Form incorporates all corrections and serves as the official document for bid submission, with specifications aligned to FDOT Specification Sections 431 and 948 for pipe liner work.

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Text version

December 16, 2019 City of DeBary

Small Scale Stormwater Improvement Project No. 6 Bid No. 01-20

ADDENDUM No. 1 – COVER DOCUMENT

BID DATE – DECEMBER 19, 2019 at 10:00 AM

The following items and attached documents are hereby included to amend and supplement the Contract Bid Documents of the City of DeBary, Small Scale Stormwater Improvement Project No. 6, Bid No. 01-20.

BID DOCUMENTS INCLUDED IN ADDENDUM NO. 1 ARE LISTED BELOW;

Addendum No. 1 – Cover Document

Instructions to Bidders and Proposal Documents – Addendum No. 1

Bid Form – Addendum No. 1

Special Provisions – Addendum No. 1

Item No. 1 – Addendum No. 1

The Instructions to Bidders and Proposal Forms are revised to eliminate the Contract requirement of providing Performance and Payment Bonds. The documents modified by Addendum No. 1 are as follows;

a. Instructions to Bidders, Page 2, Article 1, is modified to add the words, NOT APPLICABLE to the Definition of Contract Bonds, and also to the Definition of Contract Documents, Item No. 6, Performance Bond and Item No. 7, Payment Bond.

b. Instructions to Bidders, Page 13 is modified as follows, Article 18 –

PERFORMANCE AND PAYMENT BONDS, is deleted entirely and the words, NOT APPLICABLE are added to the heading.

c. Instructions to Bidders, Page 13 is modified as follows, Article 19 –

QUALIFICATION OF SURETIES, is deleted entirely and the words, NOT APPLICABLE are added to the heading.

Addendum No. 1

d. Instructions to Bidders, Page 14 is left blank intentionally to maintain the page number of the Contract Bid Documents.

e. Instructions to Bidders, Page 21 is revised to correct the Bid Date. The Bid Date is

Thursday, December 19, 2019 at 10 AM at DeBary City Hall.

f. The Special Provisions, Page SP-2, Article 3, Contract Bonds – is deleted from the Bid Documents and the words, NOT APPLICABLE are added.

Addendum No. 1 – Item No. 2

Bid Form – Addendum No. 1 is added to the Bid Documents and replaces the Bid Form received with the Advertisement of the Bid.

Bid Form - Addendum No. 1 shall be the document submitted with the Bid. Revisions to the Bid Form according to Addendum No. 1 are as described below;

a. Pay Item No. 440-1-30, Underdrain -Type III (6”) is revised from 4” diameter to 6” diameter underdrain as shown on the Construction Plans.

b. Duplicated Items 522-1, Concrete Sidewalk (4”) and 522-2 Concrete Driveway (6”)

Underdrain Outlet Pipe (8”) are removed from the Bid Form.

c. Pay Item No. 522-1 – Concrete Sidewalk (4”) – the Quantity is revised to, 190 SY.

d. Duplicated Item 900-2, Indemnification is removed from the Bid Form. Page

Indemnification shall apply to the entire Construction Contract.

e. Pay Item No. 431-1-1 Furnish and Install RICP Pipe Lining => 18” x 7.5 mm pipe for job size 501’ to 1000’ is corrected to change the acronym from RICP to RICIP.

Addendum No. 1 – Item No. 3

Pay Item No. 431-1-1, Furnish and Install RICIP Pipe Lining – shall be provided is accordance with FDOT Specification Section 431, Pipe Liner and FDOT Specification Section, 948 Miscellaneous Types of Pipe

Addendum No.1

Questions from Bidders

Question 1.

The plans show 6” underdrain, however, your Bid Tab shows 4”, Please clarify.

Answer to Question 1.

Refer to Addendum No. 1 - Item No. 2, (a.) above.

Question 2.

Do you intend for the Contractor to re-construct the flume shown on Margarita Road? Or, is the intent to provide a flat sidewalk? If a flume is required, can you please provide a detail? Also, please let us know what pay item will cover the construction.

Answer to Question 2.

The Contractor shall remove and replace the existing combination sidewalk/flume as shown on Sheet 6 of 13 of the Construction Drawing, to match the existing sidewalk/flume. The concrete thickness shall be 4 inches. The maximum cross-slope of the sidewalk/flume shall not exceed 1% toward the flow-line of flume in each direction. The sidewalk/flume shall be saw-cut to provide control joints at intervals not to exceed 8’-0 feet.

Payment for removal and replacement of the sidewalk/flume on Margarita Road shall be covered under Pay Item No. 522-1, Concrete sidewalk (4”).

Question 3.

There appears to be an error in the concrete sidewalk quantity on the bid tab, please advise.

Addendum No.1

Answer to Question 3.

The Bid Form has been revised to change the quantity of concrete sidewalk to; 190 SY Refer to Addendum No. 1, Item No. 2, (c.) above.

Question 4.

There are multiple items on the Bid Form that are duplicated. Please advise if the Bid Tab is to be revised.

Answer to Question No. 4

Bid Form – Addendum No. 1 is added to the Contract Bid Documents. Refer to Addendum No.

1, Item No. 2, (b.) and (d.) above.

END OF ADDENDUM NO. 1

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