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ADDENDUM NO. 3 Page 1 Florida Governmental Utility Authority (FGUA) Lift Station No. 6 Replacement Project FGUA Project No. PSP09 Addendum No. 3 The following are revisions and/or clarifications to the Bid Documents (Drawings and Technical Specifications). A. QUESTIONS 1. Question: Should space become an issue onsite for stockpiled excavated materials, is there another location relatively close to the site available for stock piling? Response: If the Contractor has a surplus of excavated material that cannot be stored onsite, the FGUA will provide access to the areas as shown on the attached aerials for stockpiling excavated materials. The limits for stockpiling shown on the aerial are approximate. The Contractor will be responsible for coordinating with the FGUA during construction to identify actual limits acceptable for stockpiling. 2. Question: According to the contract documents, substantial completion is to be 180 days. If the Generator and sound attenuated enclosure has a significantly lengthy lead time, will the SC date be reconsidered in order to prevent liquidated damages against the contractor? Response: The contract time has been extended to 210 calendar days to Substantial Completion, and 240 days to Final Completion to account for the lead time of the generator and sound attenuated enclosure. See Section D of this addendum for revisions to Sections 00020, 00100, 00300, & 00500. B. CLARIFICATIONS 1. Attention is directed to the equipment slab detail on Sheet D1.01. Per Note 1, the generator pad dimensions shown in the Slab Schedule are approximate and subject to change based on the actual generator enclosure furnished meeting the requirements of the Specifications. The generator pad dimensions shall be minimum 1-foot larger than the generator enclosure on all sides. C. DRAWINGS 1. Drawing D1.02

Florida Governmental Utility Authority (FGUA) Lift Station No. 6 Replacement Project ... · 2020-07-24 · ADDENDUM NO. 3 Page 2 CHANGE the thickness of the generator pad shown on

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Page 1: Florida Governmental Utility Authority (FGUA) Lift Station No. 6 Replacement Project ... · 2020-07-24 · ADDENDUM NO. 3 Page 2 CHANGE the thickness of the generator pad shown on

ADDENDUM NO. 3 Page 1

Florida Governmental Utility Authority (FGUA) Lift Station No. 6 Replacement Project

FGUA Project No. PSP09

Addendum No. 3

The following are revisions and/or clarifications to the Bid Documents (Drawings and

Technical Specifications).

A. QUESTIONS

1. Question: Should space become an issue onsite for stockpiled excavated

materials, is there another location relatively close to the site available for stock

piling?

Response: If the Contractor has a surplus of excavated material that cannot be

stored onsite, the FGUA will provide access to the areas as shown on the attached

aerials for stockpiling excavated materials. The limits for stockpiling shown on the

aerial are approximate. The Contractor will be responsible for coordinating with

the FGUA during construction to identify actual limits acceptable for stockpiling.

2. Question: According to the contract documents, substantial completion is to be 180 days. If the Generator and sound attenuated enclosure has a significantly lengthy lead time, will the SC date be reconsidered in order to prevent liquidated damages against the contractor? Response: The contract time has been extended to 210 calendar days to Substantial Completion, and 240 days to Final Completion to account for the lead time of the generator and sound attenuated enclosure. See Section D of this addendum for revisions to Sections 00020, 00100, 00300, & 00500.

B. CLARIFICATIONS

1. Attention is directed to the equipment slab detail on Sheet D1.01. Per Note 1, the

generator pad dimensions shown in the Slab Schedule are approximate and

subject to change based on the actual generator enclosure furnished meeting the

requirements of the Specifications. The generator pad dimensions shall be

minimum 1-foot larger than the generator enclosure on all sides.

C. DRAWINGS

1. Drawing D1.02

Page 2: Florida Governmental Utility Authority (FGUA) Lift Station No. 6 Replacement Project ... · 2020-07-24 · ADDENDUM NO. 3 Page 2 CHANGE the thickness of the generator pad shown on

ADDENDUM NO. 3 Page 2

CHANGE the thickness of the generator pad shown on Drawing D1.02 to the

following.

D. TECHNICAL SPECIFICATIONS

1. CHANGE the paragraph in Specification Section 00020, Page 2 to read as

follows:

“The Successful Bidder shall be required to fully complete all Work to be performed

pursuant to this invitation to bid within 240 calendar days from and after the

Commencement Date specified in the Notice to Proceed.”

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ADDENDUM NO. 3 Page 3

2. CHANGE the paragraph in Specification Section 00100, Article 11 – CONTRACT

TIMES, 11.01 to read as follows:

“11.01 Time is of the essence in the performance of the Work under this

Agreement. The "Commencement Date" shall be established in the Notice

to Proceed to be issued by the FGUA. Contractor shall commence the Work

within five (5) calendar days from the Commencement Date. No Work shall

be performed at the Project site prior to the Commencement Date. Any

Work performed by Contractor prior to the Commencement Date shall be at

the sole risk of Contractor. The Work shall be substantially completed within

210 calendar days from the Commencement Date. The date of substantial

completion of the Work (or designated portions thereof) is the date certified

by the Design Professional when construction is sufficiently complete, in

accordance with the Contract Documents, so FGUA can occupy or utilize

the Work (or designated portions thereof) for the use for which it is intended.

The Work shall be fully completed and ready for final acceptance by FGUA

within 240 calendar days from the Commencement Date (herein "Contract

Time").”

3. CHANGE the paragraph in Specification Section 00300, Article 6 – TIME OF

COMPLETION, 6.01 to read as follows:

“6.01 Bidder agrees that the Work will be Substantially Complete within 210

calendar days after the date when the Contract Times commence to run as

provided in Paragraph 2.03 of the General Conditions, and will be

completed and ready for final payment in accordance with paragraph

14.07.B of the General Conditions within 240 calendar days after the date

when the Contract Times commence to run, which days will be entered by

Owner into the Agreement as the Contract Times.”

4. CHANGE the paragraph in Specification Section 00500, Article 4 – CONTRACT

TIMES, 4.02, A to read as follows:

“A. The Work will be substantially completed within 210 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 240

calendar days from the date of the Contract Times commence to run.”

END OF ADDENDUM NO. 3

Page 4: Florida Governmental Utility Authority (FGUA) Lift Station No. 6 Replacement Project ... · 2020-07-24 · ADDENDUM NO. 3 Page 2 CHANGE the thickness of the generator pad shown on

Mitchell Ranch WTP:

Approximate Address: 7937 MITCHELL RANCH ROAD, NEW PORT RICHEY, FL 34655

General area to be used for temporary storage of excavated material shown below within the Red oval.

Caution: overhead high-power electrical lines are present at the site (Yellow lines).