Cover_Document_-_Bid_04-20_-_2020_Street_Resurfacing_Project_-_ADDENDUM_1.pdf
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- Attached to
- FY20 Street Resurfacing
- Solicitation number
- 04-20
- Issued by
- Volusia County, Florida
About this file
This is an Addendum 1 cover document for the City of DeBary's 2020 Street Resurfacing Project, Bid No. 04-20, issued on May 14, 2020. The City of DeBary is soliciting sealed hard bids for street resurfacing construction work in accordance with provided drawings, specifications, and contract documents. Sealed bids must be submitted by Tuesday, May 19, 2020, at 10:00 AM at DeBary City Hall, located at 16 Colomba Road, DeBary, Florida 32713. Bids may be delivered in advance via drop box, by appointment, or by a representative in person at the bid opening. Due to COVID-19 restrictions, only one representative per bidder is permitted to attend the bid opening, which will be held in the City Hall First Floor Council Chambers with required six-foot social distancing. The bid opening will be recorded for documentation purposes, and all bids will be opened and read aloud at 10:00 AM on May 19, 2020. The project includes base bid items and additive alternate project sites, with revisions to bid forms, special provisions, and project information sheets documented in this addendum.
The Engineer's Estimate for the project is $590,000.00, which is based on the Base Bid Projects only and does not include Additive Alternate Sites. Addendum 1 revises the Bid Form (pages 32-41), Special Provisions (pages SP-1 to SP-9), and the Project Information Sheet for Project No. 9A, with revisions marked in red font. Key changes include designating Pay Item No. 327-33-1 (Haul Millings) as applicable to Base Bid projects only, adding Pay Item 327-33 (Haul Millings) to each applicable alternate project site, and deleting all Pay Items 102-5 (Temporary Pavement Markings) from the bid form with compensation for temporary markings to be included in permanent pavement marking pay items. Asphalt thickness specifications for Bid Items 6-3, 3B-2, and 2A-2 have been revised to 1.5 inches in accordance with FDOT specifications. The City will provide storage facilities at its Public Works facility on Barwick Road, maintain milling stockpiles, and provide labor and equipment for storage pile maintenance. The City will also deploy Variable Message Signs for motorist advance warning and will consider extending standard lane closure time restrictions beyond the baseline 9 AM to 4 PM window based on traffic conditions.
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Text version
May 14, 2020 City of DeBary
2020 Street Resurfacing Project Bid No. 04-20
ADDENDUM 1 – COVER DOCUMENT
BID DATE – May 19, 2020 at 10:00 AM
DEBARY CITY HALL – 16 COLOMBA ROAD, DEBARY FORIDA 32713
The following items and attached documents are hereby included to amend and supplement the Contract Bid Documents of the City of DeBary, 2020 Street Resurfacing Project, Bid No. 04-20.
BID DOCUMENTS INCLUDED IN ADDENDUM NO. 1 ARE LISTED BELOW;
DOCUMENTS REVISED
Bid Form – Page 32 to 41 – Revisions made in Red Font Special Provisions – Page SP-1 to SP-9 – Revisions made in Red Font Project Information Sheet – Project No. 9A – Revisions made in Red Font
NEW DOCUMENTS ADDED TO THE BID DOCUMENTS
Addendum 1 – Cover Document
Item No. 1
IN ACCORDANCE WITH THE INSTRUCTIONS TO BIDDERS, SEALED HARD BIDS ARE
REQUIRED. ELECTRONIC BIDS ARE NOT ACCEPTABLE. BIDDERS MAY HAVE BIDS
DELIVERED IN ADVANCE TO THE CITY’S DROP BOX, OR BY APPOINTMENT, OR A
REPRESENTATIVE MAY BRING THE SEALED HARD BIDS TO DEBARY CITY HALL AT
THE TIME OF THE BID OPENING. IN RESPONSE TO COVID-19 RESTRICTIONS, ONLY
ONE REPRESENTATIVE FROM EACH BIDDERS WILL BE PERMITTED TO ATTEND THE
BID OPENING TO BE HELD IN CITY HALL, FIRST FLOOR COUNCIL CHAMBERS ON
TUESDAY, MAY 19, 2020 AT 10:00 AM. SOCIAL DISTANCING OF SIX FEET OR
GREATER IS REQUIRED AND THE COUNCIL CHAMBERS WILL BE ARRANGED TO
PROVIDE THE REQUIRED SPACING FOR ATTENDEES. THE BID OPENING WILL BE
RECORDED FOR DOCUMENTATION PURPOSES. ALL BIDS WILL BE OPENED AT 10:00
AM ON MAY 19, 2020 AND READ ALOUD FOR THE RECORD.
Addendum 1 -Page 2 of 5
Item No. 2 – Refer to Bid Form – Addendum 1
General Bid Item – Line G-2, Pay Item No. 327-33-1 (LS) Haul Millings, is revised to be applicable to the Base Bid projects only.
Item No. 3 – Refer to Bid Form – Addendum 1
Additive Alternate Project Sites – Pay Item 327-33, (LS), Haul Millings, has been added to each applicable alternate project site.
Item No. 4 – Refer to Bid Form – Addendum 1
Pay Items 102-5, Temporary Pavement Markings (LS) are deleted from the Bid Form and the Bid Documents.
Temporary Pavement markings are required to be installed to match the existing pavement markings, Compensation to the Contractor for the temporary pavement markings shall be included in the applicable Pay Item for Permanent Pavement Markings. Refer to Special Provisions, Pay Item Note 2 and Note 3, Page SP-2.
Questions from Bidders
Question 1.
Will the City maintain the millings stockpile? i.e. push up the millings?
Answer to Question 1.
The City’s Public Works facility at Barwick Road has a large lay down area that is available for storage of the millings. The City will prepare access roads within the storage area and provide labor and equipment as needed to maintain the storage piles during delivery and off-loading of the millings.
Addendum 1 -Page 3 of 5
Question 2.
Does the Engineer’s Estimate of $590,000.00 include the Alternate Bids?
Answer to Question 2.
The Engineer’s Estimate is based on the Base Bid Projects.
Question 3.
Line Item G-2, Pay Item 327-33-1, Haul Millings. Do we include the milled RAP tonnages from the alternate bids?
Answer to Question 3.
Pay Item 327-33 – Haul Millings (LS) has been added to each alternate project. Please see the Bid Form – Addendum No. 1.
Question 4.
Will the City require Variable Message Signs in the LS for MOT?
Answer to Question 4.
No. The City will deploy its Variable Message Signs as necessary for advance warning to motorists.
Question 5.
Some Projects have Temporary Pavement Marking and/or Permanent Pavement Marking or no striping. When we only have a permanent pavement marking pay item must we include temporary pavement marking also?
Addendum 1 -Page 4 of 5
Answer to Question 5.
All Pay Items for Temporary Pavement Markings have been deleted from the Bid Form and the Contract Documents. Refer to Bid Form – Addendum 1.
Temporary pavement markings are required to match the existing pavement markings and reflect the permanent thermoplastic pavement markings. Payment to the Contractor for Temporary Pavement Markings are to be included with the applicable Pay Item for Permanent Payment Markings. Refer to Bid Form – ADDENDUM 1. Refer to Special Provisions, Article 20, Page SP-8 for specifications related to Temporary Pavement Markings.
Question 6.
The work day stated in the pre-bid mandatory teleconference is 7 AM to 7 PM. Will the City consider to extend the duration of lane closures say 8 AM to 5 PM? This will allow better production for milling, paving and temporary striping.
Answer to Question 6.
The standard time restrictions 9 AM to 4 PM are in place to prevent excessive traffic delays during the rush hours. The City will consider the extension of time restrictions for lane closures at the time that paving is scheduled. If traffic conditions are not adversely affected the lane closures will be permitted for longer durations.
Question 7.
Article 19 says that alternate bids are not required. Is that referring to the “Additive Alternate Sites” Bid Form?
Answer to Question 7.
Yes. Bids are not required for the Additive Alternate Sites shown on the Bid Form.
Addendum 1 -Page 5 of 5
Question 8.
Please provide clarification on the asphalt thickness for Bid Item 6-3, 3B-2, & 2A-2. The Bid Form appears to differ from the Project Information Sheets per the Technical Specifications (page SP-1), in accordance with FDOT Spec, the allowable thickness for SP-12.5 Asphalt is 1.5” to 2.5”.
Answer to Question 8.
The asphalt thickness for Bid Item 6-3, and Bid Item 3B-2 and Project 2A-2 has been revised to 1.5” thickness. Refer to Bid Form - Addendum 1. The Project information Sheet for Project 9A has been revised to indicate the required asphalt thickness of 1.5”.
END OF ADDENDUM 1
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