Addendum 1 Downtown North CRA Sidewalks

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1 Addendum 1 Downtown North CRA Sidewalks January 12, 2017 ACKNOWLEDGEMENT OF RECEIPT OF THIS ADDENDUM IS NOT REQUIRED. ADDENDA ARE POSTED ON THE CITY WEB SITE AND PROPOSER IS RESPONSIBLE TO CHECK THIS SITE OR CONTACT JULIE YOUNG AT THE CITY, , PRIOR TO PROPOSAL OPENING TO RECEIVE A LISTING OF ALL ADDENDA. THE FOLLOWING NOTICE IS ISSUED BY THIS ADDENDUM: 1. The Due Date remains Tuesday, January 17, 2017 by 2:00 p.m. local time at the Purchasing Office, 519 E. 7th Street, Panama City, Florida, Pre-bid meeting sign-in sheet and meeting notes are attached. 3. Revise sheets 56 and 59 for 9 th Street (Alt Bid) are attached. These sheets revise the angle of the culvert extension, the headwall length, and the water line replacement. 4. Revised Bid Schedule is attached for 9 th Street Alt. This schedule revises the culvert/headwall concrete line item to LS, revises the 6 white thermo striping line item to LF, and adds line items for the optional 6 line stops and HDPE WL. Note that the HDPE line item includes connections to the existing WL. 5. Revised bid schedules for Hamilton and Mercedes are attached. Sidewalk area and valve box adjustment quantities have been revised. End of Addendum 1 Page 1 of 1

2 DT North CRA Pre-Bid Meeting Notes Tuesday, January 3, :00 am; City Hall Conference Room Bid date is Jan. 17 th at 2:00pm. We go by the Purchasing Office clock. Pre-bid meetings are not mandatory. Ty Farris will be the inspector on this project. Make sure you are pre-qualified you have until Jan. 5 th at 5:00pm. If you were already prequalified make sure it has not expired. They expire after 3 years. Concrete Flat Work Days of Completion is set for 180 days, there is a $500 on liquidated damages if you do not meet that completion date. The Proposal is unit price it is the contractors job to familiarize himself with the site work and work required. No work shall be done on weekends and holidays. If there is an addendum needed it will be posted by Friday January 13 th. FDOT Permit has been issued for this project and there was no stormwater permit needed for the 9 th St culvert extension on 9 th St. Add/Alt. Local Preference applies to this project Six streets are to be priced individually; city will determine if all or fewer than six (and which ones) will be constructed pending available funding Follow FDOT Specifications as amended by Special Provisions Finish soil layer is called for in plans/specs, even where sod is called for. Be advised that this may be a VE discussion item once bids are received, but is required for the bids Irrigation system adjustments are contractor responsibility. Include in applicable line item(s) City will determine if water meters are to be relocated instead of adjusted to final grade. If change is made it will be via addendum. Questions? Concrete psi Plans call out per FDOT Specs.

4 Summary of Pay Items Downtown North CRA Sidewalk Project - E. 9th St. Add/Alt Drawing name: J:\P16802\Roadway\East 9th Street\Roadway\SUMQRD01 - ADD-ALT 9th st..dwg Jan 12, :07pm jlofaso No. Date Revision SHEET NO NOTE TO CONSTRUCT HEADWALL PER INDEX 251 SHEET NO NOTE TO MATCH EXIST. HEADWALL ANGLE AT CONNECTION SHEET NO REV. 6" DIP REALIGNMENT PER COMMENT SHEET NO ADDED QUANTITIES FOR UTILITY PIPE AND LINE STOPS ITEM NO. PAY ITEM DESCRIPTION UNIT QUANTITY MOBILIZATION LS MAINTENANCE OF TRAFFIC LS SEDIMENT BARRIER LF CLEARING & GRUBBING AC MAILBOX, RELOCATE EA REGULAR EXCAVATION CY EMBANKMENT CY PREPARED SOIL LAYER, FINISH SOIL LAYER, 6" SY CONCRETE, CLASS III (BOX CULVERT AND HEADWALL) LS INLETS, CURB, TYPE P-3, <10' EA INLETS, CURB, TYPE J-2, <10' EA INLETS, CURB, TYPE J-3, <10' EA MANHOLE, P-7, PARTIAL EA VALVE BOX, ADJUST EA PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 18" SD LF PIPE HANDRAIL - GUIDERAIL, ALUMINIUM LF CONCRETE CURB AND GUTTER, TYPE F LF CONCRETE, 4" THICK SY CONCRETE, 6" THICK SY DETECTABLE WARNINGS SF PERFORMANCE TURF, SOD SY STD-OP, WHITE, SOLID, 6" LF UTILITY PIPE, POLYETHYLENE, F&I, WATER/SEWER, 6" LF UTILITY FIXTURE - LINE STOP ASSEMBLY, FURNISH AND INSTALL, 6" EA 2 By No. Date Revision By A Full Service A & E Firm Offices In: 5 Florida Architects M / E / P Puerto Rico Engineers Planners Connecticut 6 Environmental Surveyors Maryland ArchitectsTraffic/Transportation Texas SHEET NO REVISED UNITS FOR CONCRETE AND STRIPING SHEET NO ADDED BEGINNING AND END HEADWALL STATIONING Designed by: KRL Date: 1/12/2017 Drawn by: JS/CJT/ Scale: AS NOTED Checked by: JLT Approved by: Job No. KRL P16802 C 2017 Downtown CRA Sidewalk Project Panama City, Florida Plans Prepared By: CPH, Inc C W. 23rd St. Panama City, FL Ph: Licenses: Eng. C.O.A. No Arch. Lic. No. AA Survey L.B. No Landscp. Lic. No. LC KURT R. LUMAN, JR., P.E. FL P.E. No PLAN FINAL E. 9th St. Add/Alt Summmary of Pay Items Sheet No. 56

5 N S TH STREET S-102 CR-G McKENZIE AVENUE 27 9TH STREET S-102 Drawing name: J:\P16802\Roadway\East 9th Street\Roadway\PLANRD01(A) - 9th Add Alt.dwg Jan 12, :52pm jlofaso No. Date Revision SHEET NO NOTE TO CONSTRUCT HEADWALL PER INDEX 251 SHEET NO NOTE TO MATCH EXIST. HEADWALL ANGLE AT CONNECTION SHEET NO REV. 6" DIP REALIGNMENT PER COMMENT SHEET NO ADDED QUANTITIES FOR UTILITY PIPE AND LINE STOPS By No. Date Revision By A Full Service A & E Firm Offices In: 5 Florida Architects M / E / P Puerto Rico Engineers Planners Connecticut 6 Environmental Surveyors Maryland ArchitectsTraffic/Transportation Texas SHEET NO REVISED UNITS FOR CONCRETE AND STRIPING SHEET NO ADDED BEGINNING AND END HEADWALL STATIONING Designed by: KRL Date: 1/12/2017 Drawn by: JS/CJT/ Scale: AS NOTED Checked by: JLT Approved by: Job No. KRL P16802 C 2017 Downtown CRA Sidewalk Project Panama City, Florida Plans Prepared By: CPH, Inc C W. 23rd St. Panama City, FL Ph: Licenses: Eng. C.O.A. No Arch. Lic. No. AA Survey L.B. No Landscp. Lic. No. LC KURT R. LUMAN, JR., P.E. FL P.E. No E. 9th St. ADD/ALT Plan Sheet Sheet No. 59

6 ITEM NO. Downtown North CRA Sidewalk Project E. 9 th St. Add/Alt PAY ITEM DESCRIPTION UNIT QUANTITY PLAN UNIT COST COST MOBILIZATION LS 1 $ $ MAITENANCE OF TRAFFICE LS 1 $ $ SEDIMENT BARRIER LF 289 $ $ CLEARING & GRUBBING AC 1 $ $ MAILBOX, RELOCATE EA 1 $ $ REGULAR EXCAVATION CY 70 $ $ EMBANKMENT CY 356 $ $ PREPARED SOIL LAYER, FINISH SOIL LAYER, 6 SY 593 $ $ CONCRETE, CLASS III (BOX CULVERT AND HEADWALL LS 1 $ $ INLETS, CURB, TYPE P-3, <10 EA 1 $ $ INLETS, CURB, TYPE J-2, <10 EA 1 $ $ INLETS, CURB, TYPE J-3, <10 EA 1 $ $ MANHOLE, P-7, PARTIAL EA 4 $ $ VALVE BOX, ADJUST EA 1 $ $ PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 18 SD LF 220 $ $ PIPE HANDRAIL GUIDERAIL, ALUMINUM LF 42 $ $ CONCRETE CURB AND GUTTER, TYPE F LF 801 $ $ CONCRETE, 4 THICK SY 432 $ $ CONCRETE, 6 THICK SY 283 $ $ DETECTABLE WARNINGS SF 49 $ $ PERFORMANCE TURF, SOD SY 593 $ $

7 STD-OP, WHITE, SOLID, 6 LF 27 $ $ LINE STOP EA 2 $ $ HDPE DR 11 (ISP)* LF 80 $ $ SUBTOTAL COST $ Includes connections to existing 6 WL. BID SUMMARY TABLE STREET SUBTOTAL COST GRACE AVE. $ LOUISIANA AVE. $ MAGNOLIA AVE. $ HAMILTON AVE.E. $ MERCEDES AVE. $ 9 TH ST. $ E. 9 TH ST. ADD/ALT $ TOTAL BID $ In words dollars and cents

8 ITEM NO. Downtown North CRA Sidewalk Project Hamilton Ave. PAY ITEM DESCRIPTION UNIT QUANTITY PLAN UNIT COST COST MOBILIZATION LS 1 $ $ MAINTENANCE OF TRAFFIC LS 1 $ $ SEDIMENT BARRIER LF 952 $ $ REMOVAL OF EXISTING CONCRETE SY 213 $ $ MAILBOX, RELOCATE SINGLE EA 10 $ $ REGULAR EXCAVATION CY 104 $ $ EMBANKMENT CY 14 $ $ PREPARED SOIL LAYER, FINISH SOIL LAYER, 6 SY 2,023 $ $ VALVE BOXES, ADJUST EA 2 $ $ CONCRETE CURB & GUTTER, TYPE F LF 74 $ $ CONCRETE, 4 THICK SY 485 $ $ CONCRETE, 6 THICK SY 432 $ $ DETECTABLE WARNINGS SF 140 $ $ PERFORMANCE TURF, SOD SY 2,023 $ $ STD, WHITE, SOLID, 12 LF 316 $ $ STD, WHITE, SOLID, 24 LF 11 $ $ $ $ SUBTOTAL COST $ Page 24 of 68

9 ITEM NO. Downtown North CRA Sidewalk Project Mercedes Ave. PAY ITEM DESCRIPTION UNIT QUANTITY PLAN UNIT COST COST MOBILIZATION LS 1 $ $ MAINTENANCE OF TRAFFICE LS 1 $ $ INLET PROTECTION SYSTEM EA 7 $ $ CLEARING & GRUBBING AC 1 $ $ REMOVAL OF EXISTING CONCRETE SY 221 $ $ MAILBOX, RELOCATE EA 5 $ $ REGULAR EXCAVATION CY 237 $ $ EMBANKMENT CY 14 $ $ PREPARED SOIL LAYER, FINISH SOIL LAYER, 6 SY 2,181 $ $ CONCRETE CLASS NS, GRAVITY WALL CY 6 $ $ INLETS, CURB, TYPE P-5, PARTIAL EA 2 $ $ VALVE BOX, ADJUST EA 4 $ $ CONCRETE CURB & GUTTER, TYPE F LF 215 $ $ CONCRETE, 4 THICK SY 1,047 $ $ CONCRETE, 6 THICK SY 416 $ $ DETECTABLE WARNINGS SF 154 $ $ FENCING, WOOD FENCE, , RESET EXISTING LF 110 $ $ FENCING, VINYL FENCE, , RESET EXISTING LF 130 $ $ PERFORMANCE TURF, SOD SY 2,181 $ $ SINGLE SIGN POST, RELOCATE AS 4 $ $ STD, WHITE, SOLID, 12 LF 374 $ $ STD, WHITE, SOLID, 24 LF 55 $ $ SUBTOTAL COST $ Page 25 of 68

Addendum 1 13 TH Street Streetscape. September 1, 2017

Addendum 1 13 TH Street Streetscape September 1, 2017 ACKNOWLEDGEMENT OF RECEIPT OF THIS ADDENDUM IS NOT REQUIRED. ADDENDUMS ARE POSTED ON THE CITY WEB SITE AND PROPOSER IS RESPONSIBLE TO CHECK THIS SITE