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TO: PROSPECTIVE BIDDERS

DATE: OCTOBER 23, 2013

RE: ADDENDUM #1 - BID NO. 2013000426 BURNT STORE ROAD PHASE III CONSTRUCTION

BID OPENING DATE: 2:00 p.m. (EST), NOVEMBER 6, 2013

Bidders are hereby notified that this Addendum shall be made a part of the documents. The intent is to add to, modify, or clarify the documents. Should any of these items have an effect on price, such changes shall be included in the price bid. These items have the same force and effect as if contained in the original.

ITEM 1: QUESTIONS/ANSWERSQ1. While visiting the job site, we noticed powerline posts and line are along the existing road and most probably will be in the middle of the new road. Will these powerline posts and lines be relocated before project starts?A1. See Special Provision SP-11Cooperation with Utilities. FPL is aware of the project and has been compensated for conflicts.

Q2. For the Restrained Bell and Spigot (B&S) pipe sections that require casing, 36” steel casing with spacers is specified for the 24” B&S pipe, 32” steel casing with spacers is specified for the 20” B&S pipe, and 28” steel casing with spacers is specifiedfor the 16” B&S pipe. Can Fusible PVC™ be used as an equal to B&S PVC for the steel cased sections of the project with downsized steel casings? Can Fusible PVC™ be used as an equal to HDPE for the Directional Boring sections of the project? A2. After reviewing the request by Underground Solutions, Inc., Charlotte County Utilities (CCU) has denied the use of Fusible PVC as requested.

Q3. Can the bid tabulation be provided in an excel file to reduce typing? A3. No.

Q4. Has the entire ROW for this project been acquired? A4. Yes.

Q5. Item U-2 - Fittings (8" & up) is showing TN. Is this tons? A5. This item is to be changed to lbs. Bid Form, page 50 has been amended to reflect the change, and a copy can be obtained by accessing our website at www.charlottecountyfl.com/purchasing under “Purchasing Bids Online”, document #134266a.

Q6. Item 783-4-112 - ITS Conduit, F & I, Underground is showing EA. Shouldn't it be LF (Linear Feet)? A6. This item is to be changed to LF. Bid Form, page 50 has been amended to reflect the change, and a copy can be obtained by accessing our website at www.charlottecountyfl.com/purchasing under “Purchasing Bids Online”, document #134266a.

PURCHASING DIVISION

Charlotte County Administration Center 18500 Murdock Circle, Suite 344

Port Charlotte, Florida 33948-1094

Phone 941.743.1378 Fax 941.743.1384

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Q7. Item 400-4-1A - Concrete Class IV, Traffic Barrier, 32" F Type (Coping, Ret. Wall, Junct. Slab, Sidewalk) has 5,902 CY. On Sheet 283 of the plans there is a detail of a wall but the quantities are less. Where can I find the other quantities?A7. The correct quantity is 59.2 CY and has been reflected on revised Bid Form page 50, which can be obtained by accessing www.charlottecountyfl.com/purchasing under “Purchasing Bids Online”, document #134266a.

Q8. Sheet 3 calls for the temporary guardrail End Assemblies to be part of pay item 102-73, but there is not a pay item 102-73. Please clarify how the temporary guardrail pay items will be handled. A8. Temporary guard rail (FDOT pay item 102-73) is to be paid under pay item 102-1 Maintenance of Traffic.

Q9. Where is the relocation schedule for the overhead electric? A.9 See page 20, SP-11 Cooperation with Utilities.

ITEM 2 REVISIONS/CLARIFICATIONS1) At STA 166+80 rt side, there was a CCU 24” water main conflict with an existing sign (Allison James Realty Sign). The water main was shifted west. This change affected five (5) plans: Sheet Nos. 13, 14, 33, 47 and 48. Revised plans can be obtained by accessing www.charlottecountyfl.com/purchasing under “Purchasing Bids Online”, document #134266a.

Bidders are required to acknowledge receipt of this addendum on their bid forms. All other terms and conditions of the originalbidding and contract documents remain the same.

Original signed on file Kimberly A. Corbett, C.P.M., CPPB Senior Division Manager - Purchasing

KAC/cas

cc: Kelly Slaughter, Project Manager Clerk's Office, Minutes Division File

49 Bid #2013000426 Revised 10/23/13

711-11-231 Thermoplastic, Std, Yellow, Skip, 10-30 GM 0.171

711-11-251 Thermoplastic, Std, Yellow, Dotted / Guideline/6-10 Gap Extension, 6" LF 802

999-3 Gopher Tortoise Relocation EA 75 UTILITIES

CCU-319 Pipe Removal - All sizes LF 52,100 DIRECTIONAL BORE HD

555-1-3 16" HDPE 3408 DIPS - Reclaimed Water M i

LF 220 555-1-3 16" HDPE 3408 DIPS - Water Main LF 220 555-1-4 20" HDPE 3408 DIPS - Force Main LF 220

DIRECT BURY STEEL C 730-76-109 16" Steel Casing LF 160 730-76-110 18" Steel Casing LF 520 730-76-111 20" Steel Casing LF 520 730-76-113 24" Steel Casing LF 680 730-76-115 28" Steel Casing LF 540 730-76-117 32" Steel Casing LF 220 730-76-119 36" Steel Casing LF 196

DIRECT BURY WM 1050-11-224 6" PVC C900/C905 DR18 LF 80 1050-11-224 8" PVC C900/C905 DR18 LF 1,300 1050-11-224 10" PVC C900/C905 DR18 LF 180 1050-11-224 12" PVC C900/C905 DR18 LF 540 1050-11-224 16" PVC C900/C905 DR18 LF 14,600 1050-11-225 20" PVC C900/C905 DR18 LF 100 1050-11-225 24" PVC C900/C905 DR18 LF 13,400 1050-11-425 24" Ductile Iron Pipe LF 60

DIRECT BURY RECLAIMED 1050-11-224 4" PVC C900/C905 DR18 LF 240 1050-11-224 6" PVC C900/C905 DR18 LF 200 1050-11-224 12" PVC C900/C905 DR18 LF 1,580 1050-11-224 16" PVC C900/C905 DR18 LF 13,400

DIRECT BURY FM 1050-11-224 4" PVC C900/C905 DR18 LF 20 1050-11-224 6" PVC C900/C905 DR18 LF 480 1050-11-224 8" PVC C900/C905 DR18 LF 40 1050-11-224 10" PVC C900/C905 DR18 LF 40 1050-11-224 12" PVC C900/C905 DR18 LF 720 1050-11-225 20" PVC C900/C905 DR18 LF 13,400 1050-11-425 20" Ductile Iron Pipe LF 40

DIRECT BURY RAW WM 1050-11-224 4" PVC C900/C905 DR18 LF 80 1050-11-224 12" PVC C900/C905 DR18 LF 80 1050-11-224 16" PVC C900/C905 DR18 LF 220 1050-11-224 18" PVC C900/C905 DR18 LF 7,400 1050-11-424 18" Ductile Iron Pipe LF 40

Name of Bidder: (This form to be returned)

50 Bid #2013000426 Revised 10/23/13

GATE VALVES 1080-11-404 6" Gate Valve EA 8 1080-11-404 8" Gate Valve EA 8 1080-11-404 10" Gate Valve EA 4 1080-11-404 12" Gate Valve EA 16 1080-11-404 16" Gate Valve EA 47 1080-11-404 18" Gate Valve EA 3 1080-11-404 18" Gate Valve - (Side Actuated) EA 2 1080-11-504 20" Gate Valve EA 20 1080-11-504 24" Gate Valve EA 7 1080-11-504 24" Gate Valve - (Side Actuated) EA 4 1080-11-204 2" ARV (Manual) EA 16 1080-11-204 2" ARV (Automatic) EA 2 1080-11-205 2" Temporary Blow-off Assembly EA 4 1644-116-08 Fire Hydrant Assembly EA 11 1644-9 Fire Hydrant Assembly, Remove EA 6 U-1 Record Drawings LS 1 U-2 Fittings (8" & Up) LBS 276,600 U-3 Perm Main End B/O Ass’y w/sample

P i t & M t BEA 2

U-4 1" Bacti Sample Point EA 15 U-5 2" PVC Pipe, Schedule 40 (for Venting

ARV' )LF 80

U-6 Protective Concrete Cap CY 2 U-7 Temporary Shoring (Sheet Piling) LS 1

STRUCTURES

400-4-1 Concrete Class IV, Culverts (w/wingwalls, headwall, cutoff walls) CY 2,000

400-4-1AConcrete Class IV, Traffic Barrier, 32" F Type (Coping, Ret. Wall, Junct. Slab, Sidewalk)

CY 59.2

400-4-11 Concrete Class IV, Retaining Wall CY 109.1 547-70-1 Riprap Fabr-Formed CNC, 8" Filt Points SY 57

LIGHTING 555-1-1 Directional Bore, Less than 6" LF 3,000 555-1-2 Directional Bore, 6" to <12" LF 500 639-1-13 Electrical Power Service AS 2 641-2-12 P-II Service Pole, 26' Height EA 2 715-1-11 Lighting Conductors, F & I, Insulated, No

10 ORLF 15,500

715-1-12 Lighting Conductors, F & I, Insulated, No 8 6

LF 90,000 715-2-11 Lighting - Conduit, F & I, Undergound LF 25,500

715-4-022 Light Pole Complete - F & I, WS 130, 45', Spec. Foundation EA 135

715-7-11 Load Center, F & I, Secondary Voltage EA 2 715-14-11 Lighting - Pull Box, F & I, Roadside

M ld dEA 120

715-14-12 Lighting - Pull Box, F & I, Sidewalk EA 25 783-4-112 ITS Conduit, F & I, Underground LF 25,500 783-5-1 ITS Pull Box for Fiber Optic Cable, F & I EA 20

TOTAL AMOUNT

Name of Bidder: (This form to be returned)