Addendum 1 Downtown North CRA Sidewalks

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, 850-872-3015, 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, 32401. 2. 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

DT North CRA Pre-Bid Meeting Notes Tuesday, January 3, 2017 10:00 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.

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, 2017-5:07pm jlofaso No. Date Revision 1 2 3 4 SHEET NO. 59 - NOTE TO CONSTRUCT HEADWALL PER INDEX 251 SHEET NO. 59 - NOTE TO MATCH EXIST. HEADWALL ANGLE AT CONNECTION SHEET NO. 59 - REV. 6" DIP REALIGNMENT PER COMMENT SHEET NO. 56 - ADDED QUANTITIES FOR UTILITY PIPE AND LINE STOPS ITEM NO. PAY ITEM DESCRIPTION UNIT QUANTITY 101 1 MOBILIZATION LS 1 102 1 MAINTENANCE OF TRAFFIC LS 1 104 10 3 SEDIMENT BARRIER LF 289 110 1 1 CLEARING & GRUBBING AC 1 110 7 2 MAILBOX, RELOCATE EA 1 120 1 REGULAR EXCAVATION CY 70 120 6 EMBANKMENT CY 356 162 1 11 PREPARED SOIL LAYER, FINISH SOIL LAYER, 6" SY 593 400 3 1 CONCRETE, CLASS III (BOX CULVERT AND HEADWALL) LS 1 425 1 331 INLETS, CURB, TYPE P-3, <10' EA 1 425 1 421 INLETS, CURB, TYPE J-2, <10' EA 1 425 1 431 INLETS, CURB, TYPE J-3, <10' EA 1 425 2 43 MANHOLE, P-7, PARTIAL EA 4 425 6 VALVE BOX, ADJUST EA 1 430 174 118 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 18" SD LF 220 515 1 2 PIPE HANDRAIL - GUIDERAIL, ALUMINIUM LF 32 520 1 10 CONCRETE CURB AND GUTTER, TYPE F LF 801 522 1 CONCRETE, 4" THICK SY 432 522 2 CONCRETE, 6" THICK SY 283 527 2 DETECTABLE WARNINGS SF 49 570 1 2 PERFORMANCE TURF, SOD SY 593 700 20 40 STD-OP, WHITE, SOLID, 6" LF 27 1050 41 206 UTILITY PIPE, POLYETHYLENE, F&I, WATER/SEWER, 6" LF 80 1080 27 106 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 7 8 www.cphcorp.comlandscape ArchitectsTraffic/Transportation Texas SHEET NO. 56 - REVISED UNITS FOR CONCRETE AND STRIPING SHEET NO. 59 - 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. 1031-C W. 23rd St. Panama City, FL 32405 Ph: 850.563.1490 Licenses: Eng. C.O.A. No. 3215 Arch. Lic. No. AA2600926 Survey L.B. No. 7143 Landscp. Lic. No. LC0000298 KURT R. LUMAN, JR., P.E. FL P.E. No. 65036 PLAN FINAL E. 9th St. Add/Alt Summmary of Pay Items Sheet No. 56

N S-101 26 27 28 9TH 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, 2017-4:52pm jlofaso No. Date Revision 1 2 3 4 SHEET NO. 59 - NOTE TO CONSTRUCT HEADWALL PER INDEX 251 SHEET NO. 59 - NOTE TO MATCH EXIST. HEADWALL ANGLE AT CONNECTION SHEET NO. 59 - REV. 6" DIP REALIGNMENT PER COMMENT SHEET NO. 56 - 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 7 8 www.cphcorp.comlandscape ArchitectsTraffic/Transportation Texas SHEET NO. 56 - REVISED UNITS FOR CONCRETE AND STRIPING SHEET NO. 59 - 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. 1031-C W. 23rd St. Panama City, FL 32405 Ph: 850.563.1490 Licenses: Eng. C.O.A. No. 3215 Arch. Lic. No. AA2600926 Survey L.B. No. 7143 Landscp. Lic. No. LC0000298 KURT R. LUMAN, JR., P.E. FL P.E. No. 65036 E. 9th St. ADD/ALT Plan Sheet Sheet No. 59

ITEM NO. Downtown North CRA Sidewalk Project E. 9 th St. Add/Alt PAY ITEM DESCRIPTION UNIT QUANTITY PLAN UNIT COST COST 101 1 MOBILIZATION LS 1 $ $ MAITENANCE OF 102 1 TRAFFICE LS 1 $ $ 104 10 3 SEDIMENT BARRIER LF 289 $ $ 110 1 1 CLEARING & GRUBBING AC 1 $ $ 110 7 2 MAILBOX, RELOCATE EA 1 $ $ 120 1 REGULAR EXCAVATION CY 70 $ $ 120 6 EMBANKMENT CY 356 $ $ 162 1 11 PREPARED SOIL LAYER, FINISH SOIL LAYER, 6 SY 593 $ $ 400 3 1 CONCRETE, CLASS III (BOX CULVERT AND HEADWALL LS 1 $ $ 425 1 331 INLETS, CURB, TYPE P-3, <10 EA 1 $ $ 425 1 421 INLETS, CURB, TYPE J-2, <10 EA 1 $ $ 425 1 431 INLETS, CURB, TYPE J-3, <10 EA 1 $ $ 425 2 43 MANHOLE, P-7, PARTIAL EA 4 $ $ 425 6 VALVE BOX, ADJUST EA 1 $ $ 430 174 118 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 18 SD LF 220 $ $ 515 1 2 PIPE HANDRAIL GUIDERAIL, ALUMINUM LF 42 $ $ 520 1 10 522 1 522 2 527 2 570 1 2 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 $ $

700 20 40 STD-OP, WHITE, SOLID, 6 LF 27 $ $ 1080 27 106 6 LINE STOP EA 2 $ $ 1050 41 206 6 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

ITEM NO. Downtown North CRA Sidewalk Project Hamilton Ave. PAY ITEM DESCRIPTION UNIT QUANTITY PLAN UNIT COST COST 101 1 MOBILIZATION LS 1 $ $ MAINTENANCE OF 102 1 TRAFFIC LS 1 $ $ 104 10 3 SEDIMENT BARRIER LF 952 $ $ 110 4 REMOVAL OF EXISTING CONCRETE SY 213 $ $ 110 7 1 MAILBOX, RELOCATE SINGLE EA 10 $ $ 120 1 REGULAR EXCAVATION CY 104 $ $ 120 6 EMBANKMENT CY 14 $ $ 162 1 11 PREPARED SOIL LAYER, FINISH SOIL LAYER, 6 SY 2,023 $ $ 425 6 VALVE BOXES, ADJUST EA 2 $ $ 520 1 10 CONCRETE CURB & GUTTER, TYPE F LF 74 $ $ 522 1 CONCRETE, 4 THICK SY 485 $ $ 522 2 CONCRETE, 6 THICK SY 432 $ $ 527 2 DETECTABLE WARNINGS SF 140 $ $ 570 1 2 PERFORMANCE TURF, SOD SY 2,023 $ $ 711 11 123 STD, WHITE, SOLID, 12 LF 316 $ $ 711 11 125 STD, WHITE, SOLID, 24 LF 11 $ $ $ $ SUBTOTAL COST $ Page 24 of 68

ITEM NO. Downtown North CRA Sidewalk Project Mercedes Ave. PAY ITEM DESCRIPTION UNIT QUANTITY PLAN UNIT COST COST 101 1 MOBILIZATION LS 1 $ $ 102 1 MAINTENANCE OF TRAFFICE LS 1 $ $ 104 18 INLET PROTECTION SYSTEM EA 7 $ $ 110 1 1 CLEARING & GRUBBING AC 1 $ $ 110 4 REMOVAL OF EXISTING CONCRETE SY 221 $ $ 110 7 2 MAILBOX, RELOCATE EA 5 $ $ REGULAR 120 1 EXCAVATION CY 237 $ $ 120 6 EMBANKMENT CY 14 $ $ 162 1 11 PREPARED SOIL LAYER, FINISH SOIL LAYER, 6 SY 2,181 $ $ 400 0 11 CONCRETE CLASS NS, GRAVITY WALL CY 6 $ $ 425 1 355 INLETS, CURB, TYPE P-5, PARTIAL EA 2 $ $ 425 6 VALVE BOX, ADJUST EA 4 $ $ 520 1 10 CONCRETE CURB & GUTTER, TYPE F LF 215 $ $ 522 1 CONCRETE, 4 THICK SY 1,047 $ $ 522 2 CONCRETE, 6 THICK SY 416 $ $ 527 2 DETECTABLE WARNINGS SF 154 $ $ 550 10 428 FENCING, WOOD FENCE, 5.1-6.0, RESET EXISTING LF 110 $ $ 550 10 618 FENCING, VINYL FENCE, 0.0-5.0, RESET EXISTING LF 130 $ $ 570 1 2 PERFORMANCE TURF, SOD SY 2,181 $ $ 700 1 50 SINGLE SIGN POST, RELOCATE AS 4 $ $ 711 11 123 STD, WHITE, SOLID, 12 LF 374 $ $ 711 11 125 STD, WHITE, SOLID, 24 LF 55 $ $ SUBTOTAL COST $ Page 25 of 68