ITB_2640_Addendum_1.pdf
PDF 2 MB Posted
- Attached to
- Stormwater Improvements at Center Lake Park
- Solicitation number
- 26-40
- Issued by
- Seminole County, Florida
About this file
This Addendum No. 1 is issued by the City of Oviedo, Florida in response to bidder inquiries regarding ITB 26-40 for Stormwater Improvements at Center Lake Park. The addendum clarifies project requirements and modifies certain specifications from the original ITB documents dated August 23, 2026. Work may commence any time after the Veterans Day Tribute Ceremony on November 11, 2026, with a Substantial Completion deadline of 45 days and Final Completion of 60 days from the start date. The scope includes stormwater improvements to the activity lawn, Monument Seal Fountain area, surrounding sidewalk area, and entrance ramp to the lakeside performance stage at 305 Center Lake Lane, Oviedo, FL 32765. Key corrections to the bid form include reducing inlet protections from 6 to 4 units and sidewalk demolition and replacement from 161 square yards to 107 square yards. Bids were due September 10, 2026, and a non-mandatory pre-bid meeting was held on September 2, 2026.
The engineer's estimate for the project is $52,200. The revised bid form contains 19 line items covering mobilization, maintenance of traffic, inlet protection systems, clearing and grubbing, concrete removal, sediment barriers, excavation, embankment, underdrain, pipe handrail, concrete sidewalk, concrete ditch pavement, performance turf, PVC utility pipe, utility fittings, downspout nozzle, ADS Nyloplast structures, as-built survey, and materials testing. Specific material clarifications include non-reinforced 4-inch concrete sidewalk, aluminum pipe handrail, and PVC downspout nozzle and utility pipe. The cleanout cost for the 8-inch PVC pipe is to be included in the pipe line item. Acknowledgment of this addendum on page 30 of the original ITB packet is mandatory; failure to do so subjects bidders to disqualification.
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Text version
City of Oviedo, Florida
ITB 26-40: Stormwater Improvements at Center Lake Park
Addendum No. 1
September 1, 2026
To Prospective Bidders and Others Concerned:
This Addendum is in response to questions from interested bidders and forms a part of the ITB documents dated August 23, 2026, for the above referenced ITB. Please note, questions are recorded as they are received, including grammar and spelling errors.
Receipt of this addendum must be acknowledged on page 30 of the original ITB packet. Failure to do so will subject the Bidder to disqualification.
QUESTIONS AND ANSWERS:
1. Question: When were you looking for this work to commence?
Response: Any time after the Veterans Day Tribute Ceremony on Wednesday, November 11, 2026.
2. Question: What are the Substantial and Final Completion dates?
Response: 45 days for Substantial and 60 days for Final Completion.
3. Question: Do you have an engineers estimate available?
Response: The engineer’s estimate is $52,200.
4. Question: There is no construction entrance noted in the plans. Where are we entering the area to perform work?
Response: See details in the attached Veterans Entrance Points.
5. Question: The bid form shows 6 inlet protections, the plans show only 4. Please confirm correct quantity Response: The correct quantity is 4 inlet protections. Please see Revised Bid Form attached.
6. Question: Plan sheet 3 calls out a cleanout in the middle of the sidewalk. Bid form does not show a cleanout.
Response: Agreed. The cost of cleanout should be included with the cost of the 8” PVC pipe.
7. Question: Bid form shows 161 SY of sidewalk demo and replace. Our calculations were 107 SY. Please confirm the scope of sidewalk demo and replace in plans is correct.
Response: The correct quantity is 107 SY. Please see the Revised Bid Form attached.
8. Question: Is the 4" sidewalk reinforced or non reinforced?
Response: The sidewalk is non-reinforced concrete.
9. Question: Are there any specs on the type of handrail we are replacing?
Response: See attached Specs for the Handrails and Ramp Area.
10. Question: Can you confirm the material of the downspout nozzle as well?
Response: The material is PVC.
ATTACHMENTS:
1. Veterans Entrance Points
2. Revised Bid Form
3. Specs for the Handrails and Ramp Area
All other areas of ITB 26-40 remain unchanged.
END OF ADDENDUM NO. 1
C ity W alk Lane
Work Area
ITB #26-40: Stormwater Improvements at Center Lake Park Page 15
REVISED BID FORM
The undersigned hereby declares that after carefully examining these bid documents, they are fully aware of all conditions affecting such work/items, for which bids were advertised to be returned by September 10, 2026, and does hereby submit the following bid for completion of project.
BID
ITEM
NO.
FDOT PAY
ITEM NO. ITEM DESCRIPTION
UN
IT
APPROX
QTY UNIT COST TOTAL
1 0101 1 MOBILIZATION LS 1 $ $
2 0102 1 MAINTENANCE OF TRAFFIC LS 1 $ $
3 0104 18 INLET PROTECTION SYSTEM EA 4 $ $
4 0110 1 1 CLEARING & GRUBBING AC 0.02 $ $
5 0110 4 10 REMOVAL OF EXISTING CONCRETE SY 161 $ $
6 0104 10 3 SEDIMENT BARRIER LF 258 $ $
7 0120 1 REGULAR EXCAVATION CY 74.5 $ $
8 0160 4 EMBANKMENT CY 60 $ $
9 0285706 UNDERDRAIN, TYPE II LF 67 $ $
10 0327 70 1 PIPE HANDRAIL - GUIDERAIL, ALUMINUM LF 40 $ $
11 0334 1 12 CONCRETE SIDEWALK AND DRIVEWAYS, 4" THICK SY 107 $ $
12 0520 2 4 CONCRETE DITCH PAVT, NON REINFORCED, 3" SY 91 $ $
13 0522 1 PERFORMANCE TURF SY 112 $ $
14 0527 2 UTILITY PIPE- POLY VINYL CHLORIDE, FURNISH &
INSTALL, CASING/CONDUIT, 8" LF 61 $ $
15 0542 70 UTILITY FITTINGS FOR PVC PIPE, FURNISH AND
INSTALL, ELBOW, 8" EA 1 $ $
16 0570 1 1 DOWNSPOUT NOZZLE EA 1 $ $
17 0700 1111
ADS NYLOPLAST 2'X2' ROAD AND HIGHWAY
STRUCTURE: 3224AGO8S EA 4 $ $
18 900-1 AS-BUILT SURVEY LS 1 $ $
19 900-2 MATERIALS TESTING LS 1 $ $
TOTAL BID AMOUNT $
Date: ___________________
Firm Name: ____________________________________________
State Contractor License Number: _____________________________________________________
Signature of Authorized Representative: ________________________________________________
Printed Name of Authorized Representative: _____________________________________________
| Veterans Entrance Points.pdf |
| Slide Number 1 |
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