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Agenda 03/27/2012 Item #16C23/27/2012 Item 16.G.2. EXECUTIVE SUMMARY Recommendation to approve Deduct Change Order No. 2 in the amount of $73,587.43 to Contract No. 10 -5555 with Haskins, Inc., for the Isles of Capri Water Main Replacement Phase II Project 71010. OBJECTIVE: Facilitate processing of the final paperwork to close out the Isles of Capri Water Main Replacement Phase II Project, and to make final payment to the contractor. CONSIDERATIONS: On June 24, 2008, Agenda Item IOG, the Board of County Commissioners (Board) adopted the 2008 Water Master Plan Update that identified the requirement for rehabilitating the potable water distribution system. The proposed scope of work is consistent with the 2008 Water Master Plan Update, Project 71010, "Distribution System Renewal and Replacement," Section 8, Table 8 -2, page 3 of 5, line 91, and the 2010 Potable Water CIP Update, page 3 of 4, line 90, as identified in the 2011 User Fee Rate Study. On September 14, 2010, under Agenda Item l OA, the Board of County Commissioners approved Contract No. 10 -5555 with Haskins, Inc., in the amount of $1,161,922.00 for construction of the Isles of Capri Water Main Replacement Phase II Project. Deduct Change Order No. 1 was approved by staff on June 16, 2011, in the amount of $75.00 for pipe size changes and quantity adjustments. During the construction of the project, staff issued eight work directives to the contractor to clarify and direct activities in the execution of the work in response to conditions found in the field. Also included with Deduct Change Order No. 2 is a final reconciliation of all quantities. Deduct Change Order No. 2 results in a decrease in the contract amount of $73,587.43. All work on the project was completed prior to the October 28, 2011, completion date of the contract. Approval of this change order will allow the processing of the final paperwork to close out this project and to make final payment to the contractor. FISCAL IMPACT: Approval of Deduct Change Order No. 2 will result in a credit to Water User Fees Fund 412 in the amount of $73,587.43. LEGAL CONSIDERATIONS: This item has been reviewed and approved by the County Attorney's Office, is legally sufficient for Board action and only requires a majority vote for approval —SRT. GROWTH MANAGEMENT IMPACT: This project meets the current Growth Management Plan standards to ensure the adequacy and availability of viable public facilities. RECOMMENDATION: Approve Deduct Change Order No. 2 in the amount of $73,587.43 to Contract No. 10-5555 with Haskins, Inc., for the Isles of Capri Water Main Replacement Phase II Project 71010. Prepared By: Mark J. Sunyak, P.E., Principal Project Manager, Public Utilities D ivision Attachments: Change Order 42 Packet Page -905- COLLIER COUNTY Board of County Commissioners Item Number: 16.C.2. 3/27/2012 Item 16.C.2. Item Summary: Recommendation to approve Deduct Change Order No. 2 in the amount of $73,587.43 to Contract No. 10 -5555 with Haskins, Inc., for the Isles of Capri Water Main Replacement Phase II Project 71010. Meeting Date: 3/27/2012 Prepared By Name: SunyakMark Title: Project Manager, Principal,Public Utilities Engineering 2/29/2012 9:17:05 AM Submitted by Title: Project Manager, Principal,Public Utilities Engineering Name: SunyakMark 2/29/2012 9:17:06 AM Approved By Name: HapkeMargie Title: VALUE MISSING Date: 2/29/2012 10:13:22 AM Name: Pam Libby Title: Manager - Operations - Water /WW,Water Date: 2/29/2012 10:32:18 AM Name: Paul Mattausch Title: Director - Water,Water Date: 3/1/2012 9:37:39 AM Name: WidesTom Title: Director - Operations Support - PUD,Utilities Fina Date: 3/5/2012 3:24:38 PM Packet Page -906- Name: JohnsonScott Title: Purchasing Agent,Purchasing & General Services Date: 3/6/2012 10:27:16 AM Name: ReavesBrenda Date: 3/6/2012 1:09:56 PM Name: MarkiewiczJoanne Title: Manager - Purchasing Acquisition,Purchasing & Gene Date: 3/6/2012 2:38:12 PM Name: ChmelikTom Title: Project Manager, Principal,Public Utilities Engine Date: 3/7/2012 2:22:39 PM Name: WardKelsey Title: Manager - Contracts Administration,Purchasing & Ge Date: 3/7/2012 3:53:00 PM Name: TeachScott Title: Deputy County Attorney,County Attorney Date: 3/9/2012 1:37:01 PM Name: YilmazGeorge Title: Director - Wastewater,Wastewater Date: 3/13/2012 4:18:22 PM Name: KlatzkowJeff Title: County Attorney Date: 3/15/2012 9:26:51 AM Name: GreenwaldRandy Title: Management/Budget Analyst,Office of Management & B Date: 3/15/2012 2:47:58 PM Name: UsherSusan Title: Management/Budget Analyst, Senior,Office of Manage Date: 3/19/2012 12:06:21 PM Name: OchsLeo Title: County Manager Date: 3/19/2012 2:41:54 PM Packet Page -907- 3/27/2012 Item 16.C.2. TV: Haskins, Inc. FROM: PUPPMD 10956 Enterprise Avenue 3339 Tamiami Trail East, # 303 Bonita Springs, FL 34135 Naples, FL 34112 Contract No 10 -5555 BCC Date: September 14, 2010 Agenda Item: 10A Project Name: Isles of Capri Water Main Replacement Phase 11 Project Number: 71010.7 CO 42 January 3, 2012 Change Order Description: Change 1:. Relocate Permanent Sample Point (111 Tahiti Circle) Relocate permanent sample point at 111 Tahiti Circle to accommodate resident. Original location was at front comer of lot. Sample point moved to property corner. Existing service tap had to be abandoned, new tap made and relocated sample device installed. Restoration had to be completed at both sites. Pricing from Contractor on Attachment No. 1. Work authorized under Directive No. 3, see Attachment No. 2. Add $850.00 Change 2; Add Fire Hydrant at Marco Towers Cut in new 8x8x6 tee on existing main serving Marco Tower for addition of fire hydrant and isolation valve. This work is in addition to the work required at site. Work authorized under Directive No. 4, see Attachment No. 3. See Attachment No. 1 for Contractor pricing. Add $8,000.00 Change 3: La Peninsula Tie -In Based upon Potholing, adjustment was needed at the connection to the LaPeninsula water main. This required additional vation, dewatering, additional fittings and restoration. Work authorized under Directive No. 5, see Attachment No. 4. See Attachment No. 1 for Contractor pricing. Add: $6,750.00 Change 4: Service Relocation 71 Dolphin Circle Relocate service at 71 Dolphin Circle to minimize potential future damage. Installed service was located at property lines per County Standards, however, it was immediately adjacent to private drive apron. Existing water service was extended to new location and meter, meter box and backflow were relocated. Work authorized under Directive No. 6, see Attachment No. 5. See Attachment No. 1 for Contractor pricing. Add: $730.00. Change 5: Water Service Taps 8" Watermain As a part of Change Order No. 1, the existing 8" watermain was left on the south side of West Pelican. To provide continued service to eight (8) residents, 8 taps had to be made to the existing main in lieu of extending long services from the new main at the north side (Unit Price No. 27 was $700 for long services). See Attachment No. 1 for contractor pricing. Add: $800.00 Packet Page -908- 3/27/2012 Item 16.C.2. Change Order No. 2 Page 2 Change 6: Asphalt Repairs Tahiti Street An area of Tahiti Street was removed and replaced where a series of past water main breaks had caused heaving of the pavement. Work included removal and replacement with a full level black base material of 500 s.f. area prior to final overlay. See Attachment No. 1 for Contractor pricing. Add: $2,450.00 Change. 7 Brick Paver Drive Removal/Replacement During the directional drill of the existing paver driveway at 124 Jamaica Drive, an existing unmarked, unknown water main was hit. This water main break caused wash -out of the existing driveway. Costs are included for repair of water main, replacement of damaged pavers and reinstallation of new paver and existing site restoration. See Attachment No. 1 for Contractor pricing. Add: $2,350.00 Change. 8 Final Quantity Reconciliation Provide for Final Reconciliation of installed quantities. See Attachment No. 6. DEDUCT: $105,613.45 ITEM NO. 9: Asphalt Overlay Price Adjustment Provide for adjustment of the unit price for asphalt pavement overlay to reflect "commodity" type pricing of this material. FDOT and Collier County DOT typically allow for the fluctuation of oil prices by a published formula and cost index. This adjustment can either positive or negative. FDOT index allows for $10,096.02 increase in the total quantity of 42,000 s.y. or $0.2404 per s.y. This is less than the difference in the original subcontractor quote and the updated quote. See Attachment No. 7. Based upon fill overlay quantity the additional cost allowable is $10,096.02. Add $10,096.02 TOTAL $(73,398.43) Original agreement amount ............. ............................... ..................$1,161,922.00 Sum of Previous Changes ..................... ..............................$ (75.00) This Change Order No. 2 Amount (add a subtract) ......................... $ _(73,587.43) Revised Agreement Amount .............................. ............................... $1,088,259.57 Original contract time in calendar days ...... ............................300 days Adjusted number of calendar days due to previous changes............ 60 days This change order adjusted time is ......... ............................... 0 days Revised Contract Time in working days . ............................... 360 days Original Notice to Proceed date ....................... ............................... November 1, 2010 Completion date based on original contract time ... .........................August 29, 2011 Completion date based on time extension letter . ........................October 28, 2011 Revised completion date due to change order (s) .......................... October 28, 2011 Packet Page -909- 3/27/2012 Item 16.C.2 Change Ord °r No. 2 Page 3 Your acceptance of this change order shall constitute a modification to our Agreement and will be performed subject to all the same terms and conditions as contained in said Agreement indicated above, as fully as if the same were repeated in this acceptance. The adjustment, to this Agreement shall constitute a full and final settlement of any and all claims arising out of, or related to, the change set forth herein, including claims for impact and delay costs. /X1 by: Mark 1. Recommended by: Approved by: t Date: .E. Principal Project Manager, PUPPMD Date: 6117- David W. Schmitt, P.E. Q. Grady M' or & Associates, P.A. $NV2—LL Date: Tom C elik, P.E., Director, PUPPMD f 1h 2b►�i Approved by:' 14'1449L, !r . Date: Pam Libby, Operati Manager, Water Department Approved by. i ,4. :. y = .- -.-�1. Date: �(;, Pawl Ma ' us�h, Director, Water Department Approved by: Date: Nicole Parker, Contract Specialist, Purchasing Department Accepted by: � �&./ Date: Ben Elwell, Haskins, Inc. Packet Page -910- 3/27/2012 Item 16.C.2. ISLES OF CAPRI WATER REPLACEMENT PH 2 CHANGE ORDER NO 2 SUMMARY OF CHANGE ORDER ITEMS ITEM NO. 1 Relocate Permanent Sample Point (111 Tahiti Circle) Relocate permanent sample point at 111 Tahiti Circle to accommodate resident. Original location was at front corner of lot. Sample point moved to property comer. Existing service tap had to be abandoned, new tap made and relocated sample device installed. Restoration had to be completed at both sites. Pricing from Contractor on Attachment No. 1. Work authorized under Directive No. 3, see Attachment No. 2. ADD $850.00 ITEM NO. 2 Add Fire Hydrant at Marco Towers Cut in new 8x8x6 tee on existing main serving Marco Tower for addition of fire hydrant and isolation valve. This work is in addition to the work required at site. Work authorized under Directive No. 4, see Attachment No. 3. See Attachment No. 1 for Contractor pricing. ADD: $8,000.00 ITEM NO. 3 LaPeninsula Tie -In Based upon Pot - holing, adjustment was needed at the connection to the LaPeninsula water main. This required additional excavation, dewatering, additional fittings and restoration. Work authorized under Directive No. 5, see Attachment No. 4. See Attachment No. 1 for Contractor pricing. ADD: $6,750.00 ITEM NO. 4 Service Relocation 71 Dolphin Circle Relocate service at 71 Dolphin Circle to minimize potential future damage. Installed service was located at property lines per Standards, however, it was immediately adjacent to private drive apron, Existing water service was extended to new location and meter, meter box and backflow were relocated. Work authorized under Directive No. 6, see Attachment No. 5. See Attachment No. 1 for Contractor pricing. ADD: $730.00 ITEM NO.5 Water Service Taps 8" Watermain As a part of Change Order No. 1, the existing 8" watermain was left on the south side of West Pelican. To provide continued service to eight (8) residents, 8 taps had to be made to the existing main in lieu of extending long services from the new main at the north side (Unit Price No. 27 was $700 for long services). See Attachment No. 1 for contractor pricing. ADD: $800.00 Packet Page -911 - CADocuments and Settingslmarksunyak�Local Settings7emporary imernet rites%t -ontent.vmioox,,rPSJKMB\.Summary of Changes No 2- 2- 2- 12.doc 3/27/2012 Item 16.C.2. ITEM NO.6 Asphalt Repairs Tahiti Street An area of Tahiti Street was removed and replaced where a series of past water main breaks had caused heaving of the pavement. Work included removal and replacement with a full level black base material of 500 S.F. area prior to final overlay. See Attachment No. 1 for Contractor pricing. ADD: $2,450.00 ITEM NO.7 Brick Paver Drive Removal/Replacement During the directional drill of the existing paver driveway at 124 Jamaica Drive, an existing unmarked, unknown water main was hit. This water main break caused wash -out of the existing driveway. Costs are included for repair of water main, replacement of damaged pavers and reinstallation of new paver and existing site restoration. See Attachment No. 1 for Contractor pricing. ADD: $2,350.00 ITEM NO.8 Final Quantity Reconciliation Provide for Final Reconciliation of installed quantities. See Attachment No. 6. DEDUCT: $105,613.45 ITEM NO. 9: Asphalt Overlay Price Adjustment Provide for adjustment of the unit price for asphalt pavement overlay to reflect `'commodity" type pricing of this material. FDOT and Collier County DOT typically allow for the fluctuation of oil prices by a published formula and cost index. This adjustment can be both positive and negative. FDOT index allows for $10,096.02 increase in the total quantity of 42,000 s.y. or $0.2404 per s.y. This is less than the difference in the original subcontactor quote and the updated quote. See Attachment No. 7. Based upon fill overlay quantity the additional cost allowable is $10,096.02. ADD: $10,096.02 TOTAL: $(73,587.43) Packet Page -912 - C:Ooctrments and Setbngslmar1csunya1c\Loca1 Settings \Temporary Intemet Files \Content.0utloole FP5JICIWB\Summary of Changes No 2- 2- 2- 12.doc 3/27/2012 Item 16.C.2. ATTACHIVIENT NO.1 Y G:\ PROJ- BNG \C \CCU74Pit2 \08CDoes101Bidding- Addenda -CO. Packet Page -913- 2.doo 3/27/2012 Item 16.C.2. ISLE OF CAPRI PHASE If WATERMAIN REPLACEMENT BACK UP FOR ADDITIONAL WORK REQUESTED BY COLLIER COUNTY 71 DOLPHIN CIRCCE- MOVE BACKFLOW, METER BOX, AND SERVICE TO ACCOMEDATE A RESIDENT. $730.00 IN LABOR AND MATERIALS TO REMOVE EXISTING SERVICE AND PARTS AND TO INSTALL IN A DIFFERENT LOCATION AND TIE THE SERVICE BACK IN. • NEW WATER SERVICE $ 400.00 • BACKFLOW DEVICE $100:00 • METER BOX $ 30.00 • RESTORATION $ 200.00 J CUT IN A NEW HYDRANT ON AN EXISTTNG WATERMAIN AT MARCO TOWERS EXCAVATE AN AREA OF THE PROJECT THAT PER THE PLANS WAS NOT TO BE DISTURBED: POTHOLE, REGRADE, SOD, AND DO INVESTIGATION ON EXISTING LINES THAT WERE RUNNING TO MARCO TOWERS. $1,500.00. PURCHASE AND RETRIEVE ADDITIONAL MATERIALS TO INSTALL 8" GATE VALVE, FIRE HYDRANT, AND SLEEVE. $5500.00. ROCK FOR THE HOLE, TRAVEL TIME FOR THE DUMP TRUCK, USE OF 4" TO DRAIN THE EXISTING WATERMAIN. $1,500.00 TOTAL $$500.00 10" DEFLECTION UNDER EXISTING WATERMAIN DEFLECT THE PROPOSED 10" WATERMAIN UNDERNEATH THE EXISTING WATERMAIN TO KEEP THE EXISTING WATERMAIN IN SERVICE DURING THE INSTALLATION OFTHE NEW WATERMAIN. HASKINS INC. HAD TO DEFLECTTHE 10" MAIN START ING 50' BEFORE CROSSING THE EXSISTING WATER MAIN CAUSING EXTRA EXCAVATION IN THESE LOCATIONS: CAPRI BLVD AND TAHITI CIRCLE, CAPRI BLVD. AND WEST PAGO PAGO, CAPRI BLVD. AND WEST HILO, AND CAPRI BLVD AND WEST PELICAN. THE CONTRACT AMOUNT FOR 10" DEFLECTIONS IS $ 1,600.00. TOTAL $6400.00 1 TIE IN AT LA PENINSULA THE DEPTH OF THE EXISTING MAIN WAS DEEPER THAN CALLED OUT ON THE PLAN WHICH REQUIRED ADDITIONAL TIME AND LABOR DURING THE TIE IN. THE PLANS CALLED OUT FOR ONLY TWO FITTING TO BE USED DURING THE TIE IN AND SEVEN FITTINGS WE REQUESTED TO BE USED TO COMPLETE THE TIE IN. $ 6,750.00 IS REQUESTED FOR ADDITIONAL TIME AND LABOR TO PURCHASE, RETRIEVE, AND INSTALL THESE FITTINGS. DUE TO THE DEPTH OF THE EXISTING MAIN THERE WAS ADDITIONAL RESTORATION THAT WAS REQUIRED. Packet Page -914- 3/27/2012 Item 16.C.2. J RELOCATION OF A PERMENANT SAMPLE POINT TO ACCOMEDATE A RESIDENT ABANDON THE PERMENANT SAMPLE POINT, TAP THE MAIN AT THE NEW LOCATION AND INSTALL THE PERMENANT SAMPLE POINT. $ 850.00. HASKINS HAD TO EXCAVATE DOWN TO THE VALVE AT THE WATERMAIN TO SHUT THE SERVICE DOWN. EXCAVATE AND TAP THE MAIN AT THE NEW LOCATION FOR THE SAMPLE POINT. PURCHASE AND INSTALL A NEW SADDLE, CORPSTOP ON THE MAIN. RESTORE BOTH SITES. • ADDITIONAL SADDLE, VALVE, AND SOD $ 350.00 • ADDITIONAL LABOR TO REMOVE AND REPLACE THE SAMPLE POINT $ 350.00 • ADDITIONAL LABOR TO RESTORE BOTH SITES $ 150.00 f TAP THE EXISTING 8" WATERMAIN ON WEST PELICAN DUE TO LEAVING THE EXISTING 8" WATERMAIN IN SERVICE • ADDITIONAL LABOR COST FOR HOT TAPPING THE EXISTING WATERMAIN AT EIGHT LOCATION $800.00 ( $100.00 EACH LOCATION ) f REMOVE ASPHALT ON TAHITI STREET BECAUSE THE ROAD HAD BEEN LIFTED UP DUE TO PAST WATERMAIN BREAKS. USE ADDITIONAL ASPHALT TO BLACK BASE THE HOLE WHERE MATERIAL WAS REMOVED. • REMOVE AND DISPOSE OF ASPHALT AND UNSUITABLE MATERIAL WHERE THE ROAD WAS RAISED UP $ 950.00 • ADDITIONAL ASPHALT AND LABOR REQUIRED TO BLACK BASE THE ROAD TO PROVIDE A STABLE BASE FOR THE ROADWAY $1,500.00 • TOTAL = $ 2,450.00 REMOVE AND REPLACE A BRICK PAVER DRIVEWAY WHILE DIRECTIONAL DRILLING WE HIT A WATERLINE THAT WAS NOT MARKED AND WAS NOT SUPPOSED TO BE THERE. WHEN THIS LINE WAS HIT IT WASHED OUT A BRICK PAVER DRIVEWAY THAT HAD TO BE REPLACED BY HASKINS INC. • LABOR TO REMOVE THE BRICK PAVERS AND REPAIR THE PIPE $ 850.00 • MATERIALS TO REPLACE THE DAMAGED PAVERS AND SAND $ 250.00 • LABOR TO RESTORE THE PAVER DRIVEWAY $ ,1250.00 • TOTAL = $ 2350.00 Packet Page -915- 3/27/2012 Item 16.C.2. FROM PAST PAY REQUESTS WE ARE STILL OWED 153' OF 8" DR 14 • CONTRACT AMOUNT OF 14.00 LF = 2,142.00 Packet Page -916- 3/27/2012 Item 16.C.2. HASKINS INC. 10956 ENTERPRISE AVENUE BONITA SPRINGS, FL, 34135 239 -947 -1846 ISLE OF CAPRI BACK UP FOR WORK DIRECTIVES CHANGE # 1 DESCRIPTION OF WORK PERFORMED: RELOCATE PERMANENT SAMPLE POINT 111 TAHITI CIRCLE EQUIPMENT DESCRIPTION QUANTIn UNIT UNITPRICE TOTAL LABOR NO. OF MEN HRSJMAN UNITPR €CE TOTAL DESCRIPTION 90,000 LB EXCAVATOR HR $ 180.00 $ SUPERINTENDENT 1 $ 70.00 $ - 50,000 LB EXCAVATOR HR $ 135.00 $ FOREMAN 1 5 $ 55.00 $ 275.00 20,000 LB EXCAVATOR HR $ 105.00 $ PIPELAYER 1 5 $ 42.00 $ 210.00 40,000 LB LOADER HR $ 135.00 $ LABORER 0 5 $ 35.00 $ - 20,000 LB LOADER HR $ 90.00 $ MECHANIC 0 $ 50.00 $ RUBBER TIRE BACKHOE 3.5 HR $ 80.00 $ 280.00 BACKHOE OPERATOR 1 $ 50.00 $ MOTOR GRADER (LARGE) HR $ 85.00 $ - 15,000 LB DOZER HR $ 75.00 $ TOTAL: $ 485.00 MOTOR GRADER (SMALL) HR $ 65.00 $ 35,000 LB DOZER HR $ 75.00 $ MINI WHEELER TRUCKlLOW BOY HR $ 95.00 $ MISC. EQUIPMENT 2 112 TON FLATBED HR $ 35.00 $ LOWBOYTRACTOR HR $ 95.00 $ PAVER (SMALL) HR $ 75.00 $ MATERIALS QUANTITY UNIT UNIT PRICE TOTAL 3-TON ASPHALT ROLLER HR $ 35.00 $ SOD 0.5 pallet $44.56 $22.28 7 -TON ROLLER HR $ 50.00 $ DOUBLE STRAP SADDLE 1 LS $43.26 $43.26 3" HYDRAULIC PUMP HR $ 30.00 $ 314" CORP STOP 1 ea $19.46 $19.46 4" HYDRAULIC PUMP HR $ 45.00 $ 6" HYDRAULIC PUMP HR $ 55.00 $ 8" HYDRAULIC PUMP HR $ 65.00 $ TOTAL $85.00 WELL POINT SYSTEM DY $ 650.00 TOTAL: $ 280.00 TOTAL DUE: $850.00 Packet Page -917- 3/27/2012 Item 16.C.2. HASKINS INC. 10966 ENTERPRISE AVENUE BONITA SPRINGS, FL. 34135 239. 947.1846 ISLE OF CAPRI BACK UP FOR WORK DIRECTIVES CHANGE #2 DESCRIPTION OF WORK PERFORMED: ADD FIRE HYDRANT AT MARCO TOWERS EQUIPMENT DESCRIPTION QUANTIn UNIT UNIT PRICE TOTAL LABOR NO. OF MEN HRSJMAN UNIT PRICE TOTAL DESCRIPTION 90,000 LB EXCAVATOR HR $ 180.OD $ SUPERINTENDENT 1 4 $ 70.00 $ 280.00 50,000 LB EXCAVATOR HR $ 135.D0 $ FOREMAN 1 12 $ 55.00 $ 660.00 20,000 LS EXCAVATOR HR $ 105.00 $ PIPELAYER 1 12 $ 42.00 $ 504.00 40,000 LS LOADER HR $ 135.00 $ LABORER 2 12 $ 35.00 $ 840.00 20,000 LB LOADER 10 HR $ 90.00 $ 900.00 MECHANIC 0 $ 50.00 $ - RUBBER TIRE BACKHOE 15 HR $ 80.00 $1,200.00 BACKHOE OPERATOR 1 12 $ 50.00 $ 600.00 MOTOR GRADER (LARGE) HR $ 85.00 $ 15,000 LB DOZER HR $ 75.00 $ TOTAL: $2,864.00 MOTOR GRADER (SMALL) HR $ 65.00 $ 35,000 LB DOZER HR $ 75.00 $ MINI WHEELER TRUCKILOW BOY HR $ 95.00 $ MISC. EQUIPMENT 2 112 TON FLATBED HR $ 35.00 $ - LOWBOY TRACTOR HR $ 95.00 $ PAVER (SMALL) HR $ 75.00 $ MATERIALS QUANTITY UNIT UNIT PRICE TOTAL 3 -TON ASPHALT ROLLER HR $ 35.00 $ 8" X 6" TEE 1 EA $113.40 $113.40 7 -TON ROLLER HR $ 50.00 $ 8" MEGALUG AND KIT 4 EA $43.26 $173.04 3" HYDRAULIC PUMP HR $ 30.00 $ 6" MEGALUG AND KIT 1 EA $9.96 $9.96 4" HYDRAULIC PUMP 10 HR $ 45.00 $ 450.00 6" GATE VALVE 1 EA $369.35 $369.35 6" HYDRAULIC PUMP HR $ 55.00 $ - FIRE HYDRANT 1 EA $1,416.05 $1,416.05 8" HYDRAULIC PUMP HR $ 65.00 $ - VALVE CAN AND TAG 1 EA $59.20 $59.20 WELL POINT SYSTEM DY $ 650.00 ROCK 1 LS $175.00 $175.00 SOD 2 EA $125.00 $250.00 TOTAL $2,566.00 TOTAL: $2,550.00 TOTAL DUE: $8,000.00 Packet Page -918- 3/27/2012 Item 16.C.2. HASKINS INC. 10956 ENTERPRISE AVENUE BONITA SPRINGS, FL, 34135 239. 947 -1846 ISLE OF CAPRI BACK UP FOR WORK DIRECTIVES CHANGE #3 DESCRIPTION OF WORK PERFORMED: LA PENINSULA TIE IN EQUIPMENT DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL LABOR NO. OF MEN HRSJMAN UNIT PRICE TOTAL DESCRIPTION 90,000 LB EXCAVATOR HR $ 180.00 $ - SUPERINTENDENT 1 3 $ 70.00 $ 210.00 50,000 LB EXCAVATOR HR $ 135.00 $ - FOREMAN 1 9 $ 55.00 $ 495.00 20,000 LB EXCAVATOR HR $ 105.00 $ - PIPELAYER 1 9 $ 42.00 $ 378.00 40,000 LB LOADER HR $ 135.00 $ - LABORER 2 9 S 35.00 $ 630.00 20,000 LB LOADER 10 HR $ 90.00 $ 900.00 MECHANIC 0 $ 50.00 $ RUBBER TIRE BACKHOE 10 HR $ 80.00 $ 800.00 BACKHOE OPERATOR 1 9 $ 50.00 $ 450.00 MOTOR GRADER (LARGE) HR $ 85.00 $ - 15,000 LB DOZER HR $ 75.00 $ TOTAL: $2,163.00 MOTOR GRADER (SMALL) HR $ 65.00 $ 35,000 LB DOZER HR $ 75.00 $ MINI WHEELER TRUCK/LOW BOY HR $ 95.00 $ MISC. EQUIPMENT 2112 TON FLATBED HR $ 35.00 $ LOWBOY TRACTOR HR $ 95.00 $ PAVER(SMALL) HR $ 75.00 $ MATERIALS QUANTITY UNIT UNITPRICE TOTAL 3 -TON ASPHALT ROLLER HR $ 35.00 $ 7 -TON ROLLER HR $ 50.00 $ 8" GATE VALVE 2 EA $588.30 $1,176.60 3" HYDRAULIC PUMP HR $ 30.00 $ 8" MEGALUG AND KIT 13 EA $43.26 $562.36 4" HYDRAULIC PUMP 9 HR $ 45.00 $ 405.00 VALVE CAN AND TAG 2 EA $53.00 $106.00 6" HYDRAULIC PUMP HR $ 55.00 $ - 8" SLEEVE 2 EA $54.30 $108.60 8" HYDRAULIC PUMP HR $ 65.00 $ 8" TEE 1 EA $115.30 $115.30 WELL POINT SYSTEM DY $ 650.00 ROCK 1 LS $300.00 $300.00 SOD 1 EA $113.12 $113.12 TOTAL $2,482.00 TOTAL: $2,105.00 TOTAL DUE: $6,750.00 Packet Page -919- HASKINS INC. 10956 ENTERPRISE AVENUE BONITA SPRINGS, FL. 34135 239.947 -1846 ISLE OF CAPRI BACK UP FOR WORK DIRECTIVES CHANGE #4 DESCRIPTION OF WORK PERFORMED: SERVICE RELOCATION @ 71 DOLPHIN CIRCLE EQUIPMENT DESCRIPTIONQUANTln UNIT UNIT PRICE TOTAL LABOR $ 55.00 $ 165.00 1 3 $ DESCRIPTION 90,000 LB EXCAVATOR HR $ 180.00 $ SUPERINTENDENT 50,000 LB EXCAVATOR HR $ 135.00 $ FOREMAN 20,000 LB EXCAVATOR HR $ 105.00 $ PIPELAYER 40,000 LB LOADER HR $ 135.00 $ LABORER 20,000 LB LOADER HR $ 90.00 $ MECHANIC RUBBER TIRE BACKHOE HR $ 80.00 $ BACKHOE OPERATOR MOTOR GRADER (LARGE) HR $ 85.00 $ 15,000 LB DOZER HR $ 75.00 $ MOTOR GRADER (SMALL) HR $ 65.00 $ 35,000 LB DOZER HR $ 75.00 $ MINI WHEELER TRUCKILOW BOY HR $ 95.00 $ MISC. EQUIPMENT 2 112 TON FLATBED HR $ 35.00 $ LOWBOY TRACTOR HR $ 95.00 $ PAVER (SMALL) HR $ 75.00 $ MATERIALS 3 -TON ASPHALT ROLLER HR $ 35.00 $ SOD 7 -TON ROLLER HR $ 50.00 $ 3" HYDRAULIC PUMP HR $ 30.00 $ 4" HYDRAULIC PUMP HR $ 45.00 $ 6" HYDRAULIC PUMP HR $ 55.00 $ 8" HYDRAULIC PUMP HR $ 65.00 $ WELL POINT SYSTEM DY $ 650.00 TOTAL: $ - TOTAL DUE: 3/27/2012 Item 16.C.2. NO. OF MEN HRS. /MAN UNIT PRICE TOTAL 1 2 $ 70.00 $ 140.00 1 3 $ 55.00 $ 165.00 1 3 $ 42.00 $ 126.00 2 3 $ 35.00 $ 210.00 0 $ 50.00 $ - 1 $ 50.00 $ - TOTAL: $ 641.00 QUANTITY UNIT UNIT PRICE TOTAL 1 LS $89.00 $89.00 $730.00 Packet Page -920- TOTAL $89.00 3/27/2012 Item 16.C.2. HASKINS INC. 10956 ENTERPRISE AVENUE BONITA SPRINGS, FL. 34135 239 - 947.1846 ISLE OF CAPRI BACK UP FOR WORK DIRECTIVES CHANGE #6 DESCRIPTION OF WORK PERFORMED: WATER SERVICE TAPS ON 8" WATERMAIN EQUIPMENT DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL LABOR NO. OF MEN HRSJMAN UNIT PRICE TOTAL DESCRIPTION 90,000 LB EXCAVATOR HR $ 180.00 $ SUPERINTENDENT 1 1 $ 72.00 $ 72.00 50,000 LB EXCAVATOR HR $ 135.00 $ FOREMAN 1 4 $ 55.00 3 220.00 20,000 LB EXCAVATOR HR $ 105.00 $ PIPELAYER 1 4 $ 42.00 $ 168.00 40,000 LB LOADER HR $ 135.00 $ LABORER 1 4 $ 35.00 $ 140,00 20,000 LB LOADER HR $ 90.00 $ MECHANIC 0 $ 50.00 $ - RUBBER TIRE BACKHOE HR $ 80.00 3 BACKHOE OPERATOR 1 4 $ 50.00 $ 200.00 MOTOR GRADER (LARGE) HR $ 85.00 $ 15,000 LB DOZER HR $ 75.00 $ TOTAL: $ 800.00 MOTOR GRADER (SMALL) HR $ 65.00 $ 35,000 LB DOZER HR $ 75.00 $ MINI WHEELER TRUCKILOW BOY HR $ 95.00 $ - MISC. EQUIPMENT 2112 TON FLATBED HR $ 35.00 $ LOWBOY TRACTOR HR $ 95.00 $ PAVER (SMALL) HR $ 75.00 $ MATERIALS QUANTITY UNIT UNIT PRICE TOTAL 3-TON ASPHALT ROLLER HR $ 35.00 $ 7 -TON ROLLER HR $ 50.00 $ 3" HYDRAULIC PUMP HR $ 30.00 $ 4" HYDRAULIC PUMP HR $ 45.00 $ 6" HYDRAULIC PUMP HR $ 55.00 $ 8" HYDRAULIC PUMP HR $ 55,00 $ WELL POINT SYSTEM DY $ 650.00 TOTAL: $ - TOTAL DUE: $800.00 Packet Page -921- TOTAL $0.00 HASKINS INC. 10966 ENTERPRISE AVENUE BONITA SPRINGS, FL. 34135 239.947.1846 ISLE OF CAPRI BACK UP FOR WORK DIRECTIVES CHANGE #6 DESCRIPTION OF WORK PERFORMED: ASPHALT REPAIRS ON TAHITI STREET EQUIPMENT DESCRIPTIONQUANTITI UNIT UNITPRICE TOTAL LABOR 1 7 $ 55.00 $ 385.00 1 $ 42.00 DESCRIPTION 90,000 LB EXCAVATOR HR $ 180.00 $ SUPERINTENDENT 50,000 LB EXCAVATOR HR $ 135.00 $ FOREMAN 20,000 LB EXCAVATOR HR $ 105.00 $ PIPELAYER 40,000 LS LOADER HR $ 135.00 $ LABORER 20,000 LB LOADER HR $ 90.00 $ - MECHANIC RUBBER TIRE BACKHOE HR $ 60.00 $ - BACKHOE OPERATOR MOTOR GRADER (LARGE) HR $ 85.00 $ - 15,000 LB DOZER HR $ 75.00 $ - MOTOR GRADER (SMALL) HR $ 65.00 $ - 35,000 LB DOZER HR $ 75.00 $ MINI WHEELER TRUCK/L01 7 HR $ 95.00 $ 665.00 MISC. EQUIPMENT 2112 TON FLATBED HR $ 35.00 $ LOWBOY TRACTOR HR $ 95.00 $ PAVER (SMALL) HR $ 75.00 $ MATERIALS 3-TON ASPHALT ROLLER HR 3 35.00 $ ASPHALT 7 -TON ROLLER HR $ 50.00 $ 3" HYDRAULIC PUMP HR $ 30.00 $ 4" HYDRAULIC PUMP HR $ 45.00 $ 6" HYDRAULIC PUMP HR $ 55.00 $ 8" HYDRAULIC PUMP HR $ 65.00 $ WELL POINT SYSTEM DY $ 650.00 TOTAL: $ 665.00 TOTAL DUE: 3/27/2012 Item 16.0.2. NO. OF MEN HRSJMAN UNIT PRICE TOTAL 1 2 $ 72.00 $ 144.00 1 7 $ 55.00 $ 385.00 1 $ 42.00 $ 1 $ 35.00 $ 0 $ 50.00 $ 1 7 $ 50.00 $ 350.00 TOTAL: $ 879.00 QUANTITY UNIT UNIT PRICE TOTAL 15 TN $60.40 $906.00 $2,450.00 Packet Page -922- TOTAL $906.00 3/27/2012 Item 16.C.2. HASKINS INC. 10956 ENTERPRISE AVENUE BONITA SPRINGS, FL 34136 239 -947 -1846 ISLE OF CAPRI BACK UP FOR WORK DIRECTIVES CHANGE #7 DESCRIPTION OF WORK PERFORMED; REMOVE AND REPLACE BRICK PAVER DRIVEWAY EQUIPMENT DESCRIPTIONQUANTIT`r UNIT UNIT PRICE TOTAL LABOR NO. OF MEN HRS. /MAN UNIT PRICE TOTAL DESCRIPTION 90,000 LB EXCAVATOR HR $ 180.00 $ SUPERINTENDENT 1 2 $ 72.00 $ 144,00 50,000 LB EXCAVATOR HR $ 135.00 $ FOREMAN 1 10 $ 55,00 S 550.00 20,000 LB EXCAVATOR HR $ 105,00 $ PIPELAYER 1 10 $ 42.00 $ 420.00 40,000 LB LOADER HR $ 135.00 $ LABORER 2 10 $ 35.00 3 700.00 20,000 LS LOADER HR $ 90.00 S MECHANIC 0 $ 50.00 $ - RUBBER TIRE BACKHOE HR $ 80.00 $ BACKHOE OPERATOR 1 10 $ 50.00 $ 500.00 MOTOR GRADER (LARGE) HR $ 65.00 $ 15,000 LB DOZER HR $ 75.00 $ TOTAL: $2,314.00 MOTOR GRADER (SMALL) HR $ 65.00 $ 35,000 LB DOZER HR $ 75.00 $ MINI WHEELER TRUCKILOW BOY HR $ 95.00 $ MISC. EQUIPMENT 2112 TON FLATBED HR $ 35.00 $ LOWBOY TRACTOR HR $ 95.00 $ PAVER (SMALL) HR $ 75.00 $ MATERIALS QUANTITY UNIT UNIT PRICE TOTAL 3-TON ASPHALT ROLLER HR $ 35.00 $ PAVERS 1 LS $36.00 $36.00 7 -TON ROLLER HR $ 50.00 $ 3" HYDRAULIC PUMP HR $ 30,00 $ 4" HYDRAULIC PUMP HR $ 45.00 $ 6" HYDRAULIC PUMP HR $ 55.00 $ 8" HYDRAULIC PUMP HR $ 65.00 $ WELL POINT SYSTEM DY $ 650.00 TOTAL: $ - TOTAL DUE: $2,350.00 Packet Page -923- TOTAL $36.00 3/27/2012 Item 16.C.2. ATTACHMENT NO.2 Packet Page -924 - G:\ PROJ- ENG \C\CCU74Ph2 \D8CDocs \OIBidding- Addenda - COs- wrmummary u. �uuugw ou. 2.doc 3/27/2012 Item 16.C.2. COLLIER COUNTY CONSTRUCTION CONTRACT FIELD DIRECTIVE CHANGE — NO - Project No: '71010.-1 Bid No ;: 1 0 - 5 S S S Contract .:4s0.0Or :3 e.- ContracVProjectName:1Z1--Ea Or- t- Jk- ,Wt2.1 W". Qepc,- rlk- 2 Contractors VLAW41,0 !Nt Requested By: Z) maw CAL Date of Request: J uxe 22, 4011 1. Directive: The COUNTY hereby direets and authorizes the following cha .ges(s) In the work required by the contract docurrrents to be made And tlie CONTRACTOR is Hereby directed to proceed promptly. In the event change(s) in the Contract (1) scope, (2) cost, or (3) time. Subsequent to the C TRACTOR finalizing the cliange(s) n the work required, and upon receipt and acceptance by the COLJNTY of a written and docuitented 01a by the CONTRACTOR, such changes 81mll be incorporated in a; Change Order which $s - subject to approval by the COUNTY and the CONTRACTM, NE 0,4.F— I s -t�r'A u..k: o 'P �rLt� . $ frA4PI.i= 2. Description of the eiange(s): paw n £a t -l�v�l .�aca.rtvK. Ltd t tArsrst c r.+2ci1, . 3. Purpose or Intent of Field diiective Change: i -�lc�� DJUDS�.;E.+sr �r1w- a= uarur,ecrz. 5�1.Vtt� 4.- A.ttaclunents: (List doctmients supporting clian_p) 5. Not to- exceed limits application to this Field Z?a,rect ve-Change: . Unless specifically authorized by the CUT JNTY by a written amendment to this F1614 Directiye Change, the CONTRACTOR sball not exceed the following limits: A. Estimated not-to -exece inertias (decrease) in the contract price:.* Q.UU i3. 1�stirnatecl: not to- exceed increase (decrease) in coir3plefiron time in calendar days: ua k 6. .Claim(s) resultiM from Field Directive Chahn In the event that, as a To swlt of-* f e CONTRACTOR providing or perforit -f-he chAnge(s) in the required construction work as set forth in this Field Directive Change, the CONTRACTOR determines that consideration should be given to (1) changing the contract scope, (2) increasing the CONTRACTOR'S campensation, or (3) increase the contract time; the Packet Page -925- - - --------- ---------- ...... 3/27/2012 Item 16.C.2. CONTRACTOR shall in accOydaflir-S with the provisions of the Contr, ct Document, submit a written claim to the COUNTY requesting that a Change Order be executed incorporating changes in the (1) contract scope, (2) CONTRACTOR. compensation, of '(3) contract time as appropriate. Such a cJabn sliall hiblude documentation to support flie 01-aim, It is understood and agreed by the COUNTY in Klthol'itillg and .by the CONTRACTOR in accepting this Field Directiv6 Change that the following inethods shall be used as the basis for considering the issuance of a contact Change Or-der or any CONTRACTOR 04,fin arising out of this Field Directive Change: A. Mettiod of beterigining Change iii Contract -PrIw B. Method. Deter inining Cliana in Contract Thbe: 19C Time and Material Q conta5A&I's Records /14 fQ, Wit Prices 0 CD10(iltallft Records u Cast plus fixed fee ove r ❑ Ciflier 7. ACCEPTANCE: COUNTY AUM Bp iCLvC, v0- 0 B. Painted Ns;r►e 4Signature Date (5-12-3 L2-Q A CONTRACTOR ACCEPTANCE Contractor's Business Name By JU 1:1UM-1 Print Name Signature Date '�L 1-2 11 Co Pi es Distributed to: vtval S C H %Ak IT7 ❑ Contract& (Sigged Original) k ",1 .1 El Project Manger (Signed Gaiginal) ❑ c.onsu-1-tant (if applicable) Packet Page -926- 3/27/2012 Item 16.C.2. ATTACHMENT NO.3 G:\ PROJ- ENG \C1CCU74Ph2108CDocs101Bidding- Addenda -COs- Packet Page -927- doc 3/27/2012 Item 16.C.2. COLLIER COUNTY CONSTR0CTION CONTRACT NO.: ProjectNo: -710 0.2 Bid No.; 0 - 6 S �SS5 C0111-1140t MAW t2EIPL' Contractor: H2A41_010. 1PIC, Requested By: Date of Request.—iAW 1. y r following DixectivP: T1141 COUNTY Hereby is and authorizes the foll changes(s) an the Work required by the coll.tract u-I docnents to be made and' the CONTRACTOR is hereby ditetwd to proceed promptly. in the event chauge(s) in the Contract (I.) scope, (2) cost, or (51) kir- Subsequent to the qu ired and upon CONTRACTOR fwalizhis the changes) in the work rec receipt and acceptance by the COUN`rY of a w1itten and documented aahn by t1io CONTRACTOR, suell changes shall be incorporated in a Chall-9p Order w1iich is subject to approval by the COUNTY and the CONTRACTOR. 2. DescApdW of the change(* r-) a_e tty p v-,*T Kr 4T "Ameu 3. Purpose or Litont of Field directive Chmage: 4.- Attadlunents: (List.docuinents suppmling change) 't'vo Change: S. Not-to-exceed 1111nits W&66011 t6 t-h-13 Field Diree Unless.specifIcg-fly authorized by the COVNV by a, w-ritiboi aniendnient to this Field Directive Change, the CONTRACTOR shall not excee,4 t he following Hinits, A. F in the contract prI46--o-P z1huated not -to- exceed increase @"ms,�) B. Estkhatedubt-40-eiCeed increase (decrease) ill Completion time in calendar days: L(iH-6 6. Clam :S resulting frq!-ki. Field Vivective ChkgLe id,h 'or perfornnuAg prov ., ig In the event that, as A result Of i'lle CONTR-AC'foK. I I -Aork as set wort* 011ange(s) in the required constmetion �� . * M WS Field Directive Change) flje CONTRACTOR determines that. co, 11sideration should ract scope, , (2) intTeasing the be giVen to (1) o1jan&g the con .4 CONTRACTOR'S conipcIlsatiOn. or (3) increase the boiltract tine; the Packet Page -928- 3/27/2012 Item 16.C.2. CONTRACTOR shall in accordance with the promisi-ons of the Contract Document, sulmit a wditen.&Iaiin to tho COUNTY requesting that a Chfnn.ge- Order be executed incorpQrating changes in the (1) contract scope, (2) CONTRACTOR compensation, or (3) contract nine as appropriate. Such a claim shall include documentation to support the clahn. It is understood and agreed by the COUNTY in authbAzing and by the CONTRACTOR hi accepting this Field Directive Change that the following methd-tis sliall be used as the basis for considering the issuance of a contact Change Orden or any CONTRACTOR clolm arising out of this Field Directive Change: B-. MOhAof efnatmna Chgiiga, th Coa—met Time, T, & and M larial E Coitatr`s Xecords 111A 0 Unit Prices 0 Consultant s Records ❑ Cost plus fixed fee 0 Other ❑ Other 7. ACCEPTANCE, COUNTY AUTHORIZATION By CL A C', 0- ^t By Pjinted N=6 Signatom Title/Position ?rQ i(2,r,+ [LVtCLa (2 r Date ?/Ig O t I CONTRACTOR ACCEPTANCE By Naisklrk<., anc P-� Coiiiiactor's Business Name e.,-) I printName icy Signature Date ab 11 Copies Distributed to: ❑ Contractor (Si.gned -Original) ❑ Project lvlaqger (Sighed Original) 0 Const)-liant (if applicable) Packet Page -929- ?(VE 1P 1% LV-V 13 -1 IPN4)v VJ 3/27/2012 Item 16.C.2. ATTACHMENT NO. 4 G:I PROI- ENG ICICCU74P]2108CDocs101Bidding- Addenda -COs• Packet Page - 930 -!.doc 3/27/2012 Item 16.C.2. COLLIER COUNTY CONSTRUCTION CONTRACT FIELD DIRECTIVE CHANGE NO.: Project No- '-]1010.1 BidNo.:_16-SS5-'5 Contract .: AS000 173"5 Contractft 03 JectNanie:ISIF_] OF Cool.' Vvt)(- aFP'L- Contractor; HAU-14AS JN Requested By,_. CtJ'Jt-of_l Date of Request: . Directive: The COUNTY hereby directs and authorizes the followitia changes('s) in the work reqifired by the contract documents to be Made and the CONTRACTOR is hereby dire*d to proceed promptly. In the event cllange(s) h, the Contract (1) scope] (2) cost, or (3) time, Subsequent to the CONTRACTOR finalizing the ehang'd(s) in the work required, amid upoh receipt and acceptance' by.the COUNTY of a written and docurneirted claim. by the CONTRACTOR, such chuges shall be inepipotated in a Change Order which is subject to approval by the- COUNTY and the CONTRAC'T'OR. ACTOR. J3A3= UPfffA P0'JH0Q&t4,,, h4UJDIVtC.A,'T1MA OF 2. De$crlpfion of the change(s): TIE -1 H 46,er 6k Pelt cArj Fq —FFD� 3. ptirlao so e � or hit mit of Field directive Change; I MAV-.r— E5A)W UPOM 4., Attachnientg; (List documents supporting Change) K0 MM - Not-to-=ceed lWits application to Field Directive Ch4ngw, unless specifically audiorized by the COUNTY by a written amendment to i - this Fiela Directive Changethe CONT. RACTM sball -not exceed the follqwitv timits.. A. Estimated not-to-exceed increase, (decrease) in the contract price: -2-506 B. Esti-niaUd Trot to- exceed increase (decrease) in coikpletion time in calendar days: I-luArE 6. Clafin(s) iestilting fioni Field Ditective, Change iri the event that isa result of the :` CONMCT-OR providing or perfpxnuh)g the CJIange(s) hfi:6 required construction work as set forth in thi4 Field Directive Change, the CONTRACTOR determines that consideration should be given to (1) changing the contract stcPe, W iticr-efts* the CONTRACTOR'S compensation, or (3) increase the contract time; the Packet Page -931- 3/27/2012 Item 16.C.2. CONTRACTOR shall, in accordance with the provisions of the Contract Document submit a written claim to the COUNTY requestfing that a Change Order be 'executed hlpo4poraflng changes in the (1) Contract scope, (2) CONTRACTOR compensation, or (3) contract time as appropriate. Such a 61ahn shall include docannentation to support the claim. It is understood and Qreed by the COUNTY in authorizing m-nd by the CONTRACTOR ia accepting this Field Directive Change that the following methods shall be used as the ie basis for considering the issuance of a contact Change Order or any CONTRACTOR elmim arising oat of this Field Directive Change: A. Method of D rink-Ing Change in Contract Price: B. Vetho bf De iii C11EInn in Controet Time �4 Time mdUateflof 0 CAlEdlor's Records Q Urift Priqes 0 ' isultant7s Records 111A ❑ cost phis fixed fee 0( rther ❑ Other 7. ACCEPTANCE: COUNTY AUTHORLZ—AUON By : . By Prhited Name Signature Date R /I g /Zd () CONTRACTOR-ACCEPTANCE By 90 in S -TO C- BY. BY Date Ci 0 Copies Distributed to: [3 Contractor (Signed 04ginal) 0 Project Manger "'Signed'Original) El Consultant (if applicable) vwp 'av�o e-f * V1r'+f 10 -w- st-mmirr Packet Page -932- 3/27/2012 Item 16.C.2. ATTACHMENT NO.5 G:1 PROD- EI1G \C1CCU74Ph2\08CDocs\O1Bidding- Addenda - COs - ^--a -- -°-- -• ^cry. - -„_. wr. Idoc Packet Page -933- 3/27/2012 Item 16.C.2. i COLLIER COUNTY CONSTRUCTION CONTRACT MELD DIRECTIVE CHANGE NO.: r,�•_ I ProjectN6,1 t 0 t b .'l Bid hTO.: /0 - 55'5 :5 Contract.: 46QDUtz 3t,--o- -j Contract /Project Name: SSLI53 Contractor: /V6.5M us, f N c, Requested By:0014E4 Date of Request: z4-11t 1. Directive: The COLJWY hereby directs aiid authorizes the following citaages(s) in the work required by the contract documents to be made and the CONTRACTOR is hereby directed to proceed promptly. In the event change(s) in the Contract (I)• scope, (2) cost, or (3) time: Subsequent to the CONTRACTOR finalizing the ehange(s) in the work required, and upon reeeipt and acceptance by the COUNTY of a written and documented claim by the CONTRACTOR, such changes shall be incoi7?orated hi a Change Order which is subj ect to approval by the COUN'T'Y and the CONTRACTOR. 2. Description of the oharlge(s): M gV F ` "J rzo ` Leo M E rEt e •- �7ot1 Y-J !4�ln�i;� pe�J1�3t�- F'rliTllL�` ,t7��rIR.V!? 3. Purpose or intent of Tieid erect ve Cisatlge: A Q.)u ,,,T AW a "wl -at, 6j%114E,e oar 6P 4nAV - -L Vejvc- A&E-A 4. • Attachinents: (List documents supporting change) JJr�t� 5. No -t•lo- exceed hinits applicat-ion, to this Field Directive Ciiango: Unless specifically authorized by the COUNTY b3> a written ames3d went to this Field Directive Change, the CONTRACTOR shall not exceed, the following limits: A: Estimated got-to-exceed increase Ooke e) in the contract price:. ;&8Q 0 B. Est hated not -to- exceed increase (decrease) in completion time in .,calendar days: Mwff 6. Claim (s) wsultinrz from Field Directive Chaf Ze- Tn th6 event mat, as a result of the CONTRACTOR providing. or performing the change(s) in the recruited construction world as set forth in iltis Field: Directive Change, •fine CONTRACTOR: dekerrnines that consideratioai should ire gi-Ven to (1) changhig the contract scope, (2) incre�siirg the CONTRACTOR'S compensation, or '(3) increase the contract tinge, ft Packet Page -934- 3/27/2012 Item 16.C.2. CONTRACTOR shay[ in accordance with the provisions of the CoAtract Document, submit a - ;vrittekcJsina to the. COUNTY requesting that a Change Order be exectited inowporating changes in the (1) contract scope, (2) CONTRACTOR conVensation, or (3) contract thne as appropriate. Such a c1art-n shall include documentation to support the claim. It is understood and agreed by the COIN - TY in authorizing and by the CONTRACTOR ih accepting this Field Directive Change that the following methods, shalt be used as the basis for considering the issuance of ei contact Change Order or stay CONTRACTOR churn arising out of this Field Dhvctive Change:. A.1�Iethod ofDefmrrninin Change in G ®n ract%'eicc: B. Method of De inii iin . Change in Contra Time: Tune end Materia'1 ❑ Contaetor's ¢cords I-11A Q [Fait f?ricrs 0 Eonsul�p 's Records U Cost plus fixed fee ❑ Other 0 Other 7. ACCEPTANCE, COUNTY Ai7TlORIZATION Byi�tin� c�30—t^i By PxhitedName .Signature Tit1e/Positiota ka Date 1w l I CONTRACTOR ACCEPTANCE IthL i. ft Titlemositioat rt�tC �. 1^�arlaaer Date 9 1Q1 1 2 O )) Ptt-� t3 Y Copies Distr$ut+ed to:_ 0' Contractor.(S.igped Original) �/ w O Project Manger (signed OHjfiiai) C Consultant (if applicable) 0nu n YL!• SC-Mrt &'''"t` Packet Page -935- 3/27/2012 Item 16.C.2. ATTACHMENT NO. 6 G:I PROS- ENC ,\QCCU74Ph2106CBocs101Bidding- Addenda -COs- Packet Page -936- �"doc w Q S Z Z wp_ W F U < az z Z w r� t•-' 7w 7 [� fL' J C1 Z UtL LL U U) W J Co 3/27/2012 Item 16.C.2. Packet Page -937- 1- O O O O to to o 0 u) O a 000 a 0 00 0000 a d00000000a 00 a0 Z O OC)C)fl o 0 o M CON N o ON 0� C0000OuiOo o o a o 0 0 0 0 C) 0 CD 0 OOCD 0 0 0 OO000000000000OO 0 0 0 0 0 0 0 0 0 p o 0 0 0 0 w F 69(046%69:` M U) v O U)tR 69. 64N Vi O 6'30(46'). O 069- H36? O O O It, 00690069.0691 N D) M r 00 � M O C4 N Co 67 r O M 64 T CO to d3 N O O et � r � F•.. 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U ctS L� o U 0 0 r o r 0 o `- U N ci a a a E L_ E L E L_ C E L o o r cn N Lao C 0 o d E v°i m s~ am c E c c E E c .0 aE E E E E E o o (v a� (D a) E = W ❑WQQC7C7(D� X-0 O L Q) •- O �UQC9U��MWUQF- O V) L- O CU G) N 0 N O N N N _F- 0 o F- N F- o }- F- G I-- C= h- F -i-I L r- -W 0 N 00 M O M O r c3 N a M d d' ti Lo cY (D V I� Lf 00 t1 O O LD r Lti N Ln M LCj '�' to Lo L27 (D LO LCi o O M L[) O 0 r 0 N tD M CD Nr CD LC) LD 0 0 !� 0 fXl 0 O 0 O ti r !` Packet Page -938- 3/27/2012 Item 16.C.2. ATTACHMENT NO.7 G:\ PROJ- PNG \C\CCU74PG2 \08CDocs \0113idd iig- Addenda -COS -C '" ' doe Packet Page -939- - - -- -- - - -- - - - - - - - -- ----- ..- 3/27/2012 Item 16.C.2. aSL..r.9 0 r- a t7-st as CONTRACTOR'S ESTIMATE WORKSHEET BITUMINOUS AND POLYMER MATERIAL (DESIGN BUILD AND LUMP SUM PROJECTS) WORKSHEET NO. FINANCIAL PROJECT ID. CONTRACTOR CONTRACT NO. PERIOD REPRESENTED BY WORKSHEET: FROM (MO/DAYNR) ASPHALT MATERIAL ASPHALT TONNAGE PLACED GALLONS OF ASPHALT CEMENT USED IN MIX ADDITIONAL GALLONS (ARM!") TOTAL GALLONS BASE ASPHALT PRICE INDEX FOR 10 CURRENT ASPHALT PRICE INDEX FOR s i ASPHALT PRICE INDEX DIFFERENCE: MONTHLY DOLLAR AMOUNT: POLYMER MATERIAL POLYMER TONNAGE PLACED GALLONS OF POLYMER USED IN MIX TOTAL GALLONS BASE POLYMER PRICE INDEX FOR CURRENT POLYMER PRICE INDEX FOR POLYMER PRICE INDEX DIFFERENCE: MONTHLY DOLLAR AMOUNT: TO (MO/DAYNR) 4 2.4lgS 0 ®. 33 a mot. ASPHALT MATERIAL (ASPHALT TREATED PERMEABLE BASE) ASPHALT TONNAGE PLACED GALLONS OF ASPHALT CEMENT USED IN MIX* BASE PRICE INDEX FOR (_�: CURRENT ASPHALT PRICE INDEX FOR ASPHALT PRICE INDEX DIFFERENCE: MONTHLY DOLLAR AMOUNT: * Calculations based on Specifications. Packet Page -940- 1 - • Civil Engineers ta Land Sirveyors F ;ii Del Rey PROJECT: Bonita Springs, Plorlda 34134 i PUPARED . :iii :000 viii . ■■ ■ ■ ■ ■ ■ ■ ■ ■■� ■ ■ ■ ■MEN ■■ ■ ■ ■MEN ■ ■ ■Big 119`2■■■ ■ ■■■■ME■ ■■■■■■■■ ■■■■■■■ ■■■■■■■■■■■■ ZmElmirm son ■ ■■■■■■■■ ■■■■ ■ ■■■■■■■■■■■■■■ ■■■■■■■ ■■■■■■ ■■■■ ■■■■■■■■■■■ Packet Page -941- FDDT- Construction -Fuel & Bit Price Index Florida Department Of 3/27/2012 Item 16.C.2. 1 Q.6G 1 VA L t FDOTSearch: j;Go About Us I Contact Us i Site Map August 28, 2011 Regular Number2 Diesel, Asphalt Cement Unleaded _ Gasolina Low Sulfur (AC 20130) 2011 National Impaired Office of Construction Drivino Prevention Fuel and Bituminous Price Index Crackdown. Ralf Main Level Navigation All Contracts let January 2007forward will receive a Bituminous Adjustment for Polymer PG76 -22 View Details ... Phase Select One.... + Update: From 2003 forward, please note that Cutback and Emulsified Asphalt Indexes are provided for Informational purposes only. Information EX To is Mat [ -Pleue setae ones i'� For assistance with Fuel and Bituminous Adjustments and calculations, please download and utilize any of the worksheets and forms Meetln alEverits available on the Fuel and Bituminous Forms page, ... Please Select One _. If+ M District Offices Downloads I Jun Offices 2011 Fuel & Bit Prices Please seed one _._ - Gasoline & Diesel Fuels Bituminous Materials Office Level Navigation Regular Number2 Diesel, Asphalt Cement Unleaded _ Gasolina Low Sulfur (AC 20130) Polymer Materials I Cutback Emulsified Asphalts (PG76 -22, PG 62 -22) {RC -70) _ L (RS 1/RS 2) Morrtit�E Ga11on Liter I Galion Uter Gallon Liter Gallon Liter Gallon Liter Gallon j Liter Office Level Navigation Airports Alternative Contra tin Bridges ,.. Please Stied One _ C- Interstates Contractor Issues _Please Select Ones_ Ralf Publications Feb ... Phase Select One.... + Seaports 3.2450 Mat Technical Topics 0.5482 - :.yPlease Select One. r- L1 Apr. Office Topics Contacts Lai District Offices Downloads I Jun Enaineerino Areas LL Labor News letter Treinin July Aug David A Sadler, P.E. .2.1225 Director, Office of Construction 9 March 2.1650 i 2.1629 Helpful Sites site map Oct FDOT Facilities Dec 2.5294 0.6682 2.6336 0.5957 2.5103 0.8632 2.8206 0.7451 2.8645 0.7567 3.1148 0.8228 3,1325 0.8275 3.2873 0.8684 3.3027 0.8725 3.2840 0.8675 2,9724 0.7854 3.1964 0,8444 2.9702 0.7846 3.0801 0.8137 1.8814 1,9179 2.0367 2.2441 2.5415 2,5416 2,5310 0.4970 0.5067 0.6380 0.5928 0.6714 0,6714 0.6686 2.5234 0.6666 2,9625 0.7626 1.8050 0,4768 2.5461 0.6726 2,9625 0.7626 1.8675 0.4933 2.6631 0.7035 3.0400 0.8031 1.8772 0.4960 2.9078 0.7682 3.1425 0.8302 1.9800 0.5231 3.1922 0.8433 3.8525 • 1.0177 2.4250 0.6406 3.1922 0.8433 3.8525 1.0177 2.3625 0.6241 3.1922 0.8433 3.8525 1.0177 2.4125 0.6373 3.0034 0.7934 3.1821 0.8406 2.4195 0,6392 3.0631 0.8092 3.7925 1.0032 22875 0.6043 2010 Fuel & Bit Prices Gasoline & Diesel Fuels Bituminous Materials i Re�� gular Number 2 Diesel, Asphalt Cement Polymer Materials Cutback - Emulsified Asphalts Unleaded (PG76 -22, -I� (AC- 20l3D) ) (RC-70) {RS -1lRS 2) Gasoline Low Sulfur ____ L PG 62 -22 Month L Gall J Uter Ill Gatlon� Liter Ga110 ,J) Liter Airports IL Galion �j Bridges yt 4r T Interstates L}; Ralf '1 Rest Areas 2,7021 Seaports 3.2450 Service Plazas Welcome Centers . Dec 2.5294 0.6682 2.6336 0.5957 2.5103 0.8632 2.8206 0.7451 2.8645 0.7567 3.1148 0.8228 3,1325 0.8275 3.2873 0.8684 3.3027 0.8725 3.2840 0.8675 2,9724 0.7854 3.1964 0,8444 2.9702 0.7846 3.0801 0.8137 1.8814 1,9179 2.0367 2.2441 2.5415 2,5416 2,5310 0.4970 0.5067 0.6380 0.5928 0.6714 0,6714 0.6686 2.5234 0.6666 2,9625 0.7626 1.8050 0,4768 2.5461 0.6726 2,9625 0.7626 1.8675 0.4933 2.6631 0.7035 3.0400 0.8031 1.8772 0.4960 2.9078 0.7682 3.1425 0.8302 1.9800 0.5231 3.1922 0.8433 3.8525 • 1.0177 2.4250 0.6406 3.1922 0.8433 3.8525 1.0177 2.3625 0.6241 3.1922 0.8433 3.8525 1.0177 2.4125 0.6373 3.0034 0.7934 3.1821 0.8406 2.4195 0,6392 3.0631 0.8092 3.7925 1.0032 22875 0.6043 2010 Fuel & Bit Prices Gasoline & Diesel Fuels Bituminous Materials i Re�� gular Number 2 Diesel, Asphalt Cement Polymer Materials Cutback - Emulsified Asphalts Unleaded (PG76 -22, -I� (AC- 20l3D) ) (RC-70) {RS -1lRS 2) Gasoline Low Sulfur ____ L PG 62 -22 Month L Gall J Uter Ill Gatlon� Liter Ga110 ,J) Liter Gallon �I Lter iLGailon Ii Liter IL Galion �j Liter Jar n 2.1283 0.5622 2.1959 0.5601 2.0139 0.5320 2,7021 0.7138 3.2450 0.8572 2.0750 0.5482 Feh 1.9992 0.5281 2.0274. 0.5356 2.0847 0.5507. 2.7532 0.7273 3.2975 0.8711 .2.1225 0.5507 . March 2.1650 0.5719 2.1629 0.5714 2.1490 0.5877 2.8128 0,7431 3.3225 0.8777 22100 0.5838 April 2.2524 0,5950 2.3357 0.6170 2.1700 0.5733 2 8596 0.7554 3.3525 0.8856 2.1775 0.5752 May ^ 2.3675 0.6254 2.4812 0,6555 2.1630 0.5714 2.8596 0.7554 3.3700 0,8903 22550 0.5957 Lune 1.9946 0.5269 2.1380 0.5643 2,1598 0,5705 2.8857 0.7823 3.3700 0.8903 2.2550 0,5957 iJuly 2,0660 0.5458 2.1280 0.5522 Q) 0.5528 2.7624 0.7297 3.3275 0.8790 2.1500 0.5680 August 2.1293 0,5625 2.2130 0.5846 2.0108 0.5312 2.6773 0.7073 3.2875 0.8685 2.1025 0.5554 [S. 2.0165 0.5332 2.1448 0,5666 1.9678 0.5251 2.6287 0.6944 3.2725 0.6645 2.1500 0.5680 Oct 2.1817 0,5763 2.3961 0,6330 1.9786 0.5227 2.6454 0.6988 3.2475 0.8579 2.1250 0.5fi14 I---_. _. Nov 2.1842 0.5770 23383 0.6177 1.9282 0.5094 2.6135 0.6904 3.1100 0.8216 2.0150 0.5323 Dec _J 2.3356 D.6170 2AD70 0.6359 1.8950 0.5006 2.5574 0.6156 2.9850 0.7886 1.8900 0.4993 Packet Page -942 - http: / /www. dot. state. fl. us / construction /fuel &bit /fuel &bit.shtm 8/28/2011 FDOT- Construction -Fuel & Bit Price Index 3/27/2012 Item 16.C.2. Previous Year Price Indexes For additional Information on Fuel & Bituminous Pricing, please contact Stanley Youmas - (850) 414 -4252 0 Back Please contact Web Author with any comments, or call 850- 414 -4150 AccesaUllty I A=rryms I Freouently Asked Questions I Govemota Office I Privacy Poliev I Statement of Aoencv Emall questions and convents to: 22t Information Office for General Issues Web Review To for Webahe Issues Copyright ®1986 2011 Florida Department of Transportation You mlgM need Word Viewer wAdotw Reader to vlew fie downloads Packet Page -943 - http: / /www. dot. state .fl.us / construction /fuelL .r,J.„XL&,,.,X V.LL- 3AAULL syrlormwn 8/28/2011 2009 Fuel & Sit Prices Gasoline & Diesel Fuels Bituminous Materials Regular Unleaded �L�� jf Number Diesel, Asphalt Cement P (AC-20 /30) PolymerMeterials Cutback '70) �- - Emulsified Asphalts Gasoline Low Sulfur (RC_ I (RS- 1/RS (RS -2) -_ Month Gallon Liter Gallon Liter Gallon Liter Gallon Liter Gallon -jl7G. _ ^� Liter llon Liter Jan J 1.2595 0.3327 1.8139 0.4264 1.9555 0,5166 26298 0.7475 3.2600 0.8612 2.1750 0.5746 1Feb:] 1.4213 0.4755 1.5293 0.4040 1.7911 0.4732 2.6021 0.6610 3.1425 0.8302 1.9075 0.5039 Fm--;ch] 1.4062 0.3715 1.2997 0,3433 1.6480 0.4354 2.3447 0.6194 3.0675 0.8103 1.8400 0.4881 IAprii 1.4635 0.3866 1.4504 0.3832 1.6497 0.4094 2.2430 0.5925 2.9775 0.7866 1.7750 0.4689 May 1.5308 0.4044 1,4319 0.3783 1.5323 0.4048 22128 0.6845 2.9400 0.7767 1.8126 0.4788 June 1.9750 0.5217 1,7419 0.4601 1.5381 0.4063 22128 0.6846 2.9400 0,7767 1.8125 0.4788 July 1.9198 0.5072 1.8399 0.4861 1.6232 0.4288 2.2608 0.6848 2.9550 0.7806 1.5400 0.4861 August 2.0115 0.5314 1.9186 0.5068 1.5368 DA324 2.2894 0.6048 2.9800 0.7872 1.8025 0.4762 Sept l 1.9011 0.5022 1.8816 0.4970 1.6368 0.4324 2.2894 0.6048 2.9950 0.7912 1.8800 0.4966 Oct 1.8186 0.4804 1.9035 0.5029 1.6226 CA287 2.2809 0,6026 2,9950 0.7912 1.7950 0.4742 Nov 2.0640 0.5505 1.8769 0.4958 1.6000 0.4227 2.2596 0.5989 2.9850 0.7886 1.8160 0.4795 Dec 2.1121 0.5680 2.1057 0.5563 1.8244 0.4620 2,5064 0.6621 3.1150 0.6229 1.9450 0.5138 Previous Year Price Indexes For additional Information on Fuel & Bituminous Pricing, please contact Stanley Youmas - (850) 414 -4252 0 Back Please contact Web Author with any comments, or call 850- 414 -4150 AccesaUllty I A=rryms I Freouently Asked Questions I Govemota Office I Privacy Poliev I Statement of Aoencv Emall questions and convents to: 22t Information Office for General Issues Web Review To for Webahe Issues Copyright ®1986 2011 Florida Department of Transportation You mlgM need Word Viewer wAdotw Reader to vlew fie downloads Packet Page -943 - http: / /www. dot. state .fl.us / construction /fuelL .r,J.„XL&,,.,X V.LL- 3AAULL syrlormwn 8/28/2011 3/27/2012 Item 16.C.2. 0090201.D024- All Jobs . MEASUREMENT E1®T AND PAYMENT MATERIAL. (REV 5- 10 -10) SUBARTICLE 9 -2.1.2 (Pages 97 — 98) is deleted and the following substituted: 9 -2.1.2 Bituminous Material: Prepare a Contractor's Certification of Quantities, using the Department's current approved form for Superpave Asphalt Base, Turnout Construction (Asphalt), Asphalt Treated Permeable Base, Superpave Asphaltic Concrete, Miscellaneous Asphalt Pavement and Asphalt Rubber Membrane Interlayer pay items. Submit this certification to the Engineer no later than Twelve O'clock noon Monday after the estimate cut -off or as directed by the Engineer, based on the quantity of asphalt produced and accepted on the roadway per Contract. Ensure the certification includes the Contract Number, Financial Project Identification (FPID) Number, Certification Date and Number, the period the certification represents and the tons produced for each asphalt pay item. On Contracts having an original Contract Time of more than 365 calendar days, or more than 5,000 tons of asphalt concrete, the Department will adjust the bid unit price for bituminous material, excluding cutback and emulsified asphalt to reflect increases or decreases in the Asphalt Price Index (API) of bituminous material from that in effect during the month in which bids were received. The Contractor will not be given the option of accepting or rejecting this adjustment. Bituminous adjustments will be made only when the current API (CAPI) varies by more than 5% of the API prevailing in the month when bids were received (BAPI), and then only on the portion that exceeds 5 %. The Department will determine the API for each month by averaging quotations in effect on the first day of the month at all terminals that could reasonably be expected to furnish bituminous material to projects in the State of Florida. The API will be available on the Construction Office website before the 15'h of each month at the following URL: www.dot.state.fl.,us/construr,tionlfuel&Bit/Fuel&Bit.shtm. Payment on progress estimates will be adjusted to reflect adjustments in the prices for bituminous materials in accordance with the following: $ Adjustment = (ID)(Gallons) Where ID = Index Difference = [CAPI - 0.95(BAPI)] when the API has decreased between the month of bid and month of this progress estimate. Where ID = Index Difference = [CAPI - 1.05(BAPI)] when the API has increased between the month of bid and month of this progress estimate. Payment will be made on the current progress estimate to reflect the index difference at the time work was performed. For asphalt concrete items payable by the ton, the number of gallons will be determined assuming a mix design with 6.25% liquid asphalt weighing 8.58 lb /gal. Asphalt concrete items payable by the square yard will be converted to equivalent tons assuming a weight of 1001b /ydZ per inch. Packet Page -944- 3/27/2012 Item 16.C.2. OO9O2O1.DO.24 All Jobs For Asphalt concrete items payable by the cubic yard, the number of gallons will be determined assuming a mix design with 3% liquid asphalt weighing 8.58 lb /gal. Packet Page -945- t _ a:�1: 3/27/2012 Item 16.C.2. gF,ia '.l 0 C' UOTa Tor Saskln's Inc. contact Ryan ,Address- 10956 Enterprise Avenue Ohonee (239) 047.1896 *.. Bonita Springs, FL 34135 USA Pax: (239) 017 -3857 Pr Od #ame: Isle of captis Bid NU ber: 10201 prof eCt Location: Isle Of Cepris, Naples, FL SW path: 8/13/2010 aria # Ztarrs. stem ueasattnlon. Esti ftd *u®ntlty unit Unit Price Total prtwj 10 1 "'►YPe 5 -111 Overlay 42,000.00 SY $4.30 $1t0,600.D0 Tobt prig fmr zbaova IMMO: Wolin co Tote Bid Pt-iee L18066� Not", ► PRICE ADXVIN NT: A primary cast fetkor of this bid is based on the price of patraleum. Condbons In this market trr highly uflstabk and beyond the control 9f the proppser, Therefore, the price bid for the asphalt items Included In this prnposal may be adjusted each month•basad an the Increase or decrease in the statewide average price of Ould asphalt The stabrOds average is detennined- monthly by the Florida Department of Tra4spilrtatlon and Is pasted on the WT YtPbs)te. It It CAikd the Monthly Asphalt Price index aced can be found at (http;//www.dotsto,g.us/Constrttcbon/h*MVue]Wt.htm), Vue]Wt.htm), The hmunt of the price adjustment for this proposal Wa be calcus w by tt fallowing method; fbr each $0.02 change in ft Asphalt Index from the Index on the date of tt>ir orlg}nal proposal and the date the asphalt material Is placed the proposed price may be adjusted $0.0119Y INCH or $,20 per ton. - 9PECMC 308 CONDrMNS: • This is a unit PAM quote. Billing based on field measumnents, • P&-es are good through 10/34/1011 only and may be adjusted at any Vme in accordance with the Price Adjustment cRlteris dated above. • ThIs proposal must become part of 64 contract agreerna t. • No Permits, Fees, LayaA Bond or�resting Included, If Band is requiNd add 1.5% • Additional phases df project.S will not be added at the origlnal contract amount without Settar Roads agreement. • Prices based on One Mobilization, Additional mohlUmtlons will be charged at ¢1,800.00 each in addition to the unit prices, • ExdwOons: Any item rtof specifically tsted in this proposal. GENERAL PROPntnt CONDMONS: . I. This Propasai shall become affective upon acceptance by the party or INS representative to WhOM It It submhtd, (dig 'Owner'), Owner sha11 be deemed to have wepted this Propml by allowing Better Roads, Inc. ("contractor) to tommence work or preparation for work, 'its berm "Owne ' as used In this I!Yoposal shall Include the Dwives architect or engineer, Quotations hefoln, uniess otherwise slated, are for immediate acceptance end subject to change. • 2. This Proposal, in eddit(on to any additional t wra expressly incarporet+ed herein by reference, wtains the entire agreement beiween the partlrs, No nWifxabgn of this Proposal afW acceptance shall be binding upon Oontzctor unlm made In writing and sigrAd by the duly auftrized repmsentatim of the owner, and Contractor. FwUwrnom, no backdsargo Or claim of the Owner for servlaes shag ba YBId except by the agreement In writing by Cont rte before work is performed. • 3. After aco"rxm of th1t Proposal as provided, Contractor shall be given a rwtoonable time in which to fnake detiverp of rnmte&ls and/o labor to cornnsar4e and tomplete the perfotmirim of this Proposal. Contractor shell not be hasponsr'bia for delays or defaults where occdsloned W any torus" 4f arry kind and .extent beyond Its comb-of, Intludinq, but not limited to: xieiays caused by the owner& architect, or engineers; embargoes, shortages Of labor, equlpment or meterlals; vendor priorities and alipc one, fires, floods, adverse w081i sir, accidents and acts of God. g/312011 11:41:25 AM Packet Page -946- {'ape 1 of 2 3/27/2012 Item 16.C.2. BETTE011 ROADD C looti Sep and Age wOpflotR plait 24109 � tliiit�st �939i �9'Y -818i I'AR: (�;s9j �%' -t�9'P Tat Haskln's Inc. contact; Joel Chambers Addresst 10956 Enterprise Avenue Phone; (289) 947 4846 $6.54 Bonita 5prbtgs, FL 34135 USA Fax: (239) 947 -3857 Project: Narns: Isle Of Capris Bid Number: 10201 Pmject Location: Isle Of Capris, Naples, FL Bid Date: %3/2010 Line # item Item Description Es timate# Quantity Unit Unit Price 'total Price i Asphalt Road Replacement (S-I, 1.5 ") 6,083.00 SY $6.54 $39,539.50 2 Asphalt Drive Replacement (S -11 15 ") 1,650,00 SY $8.60 $14,190.00 3 Asphatt Overlay {S -7tI, 1.0 ") 42,000.00 SY $345 #53,300.00 IT Type -,-I Asphalt (FOR - Material Only) 1.00 TON $50.00 $50,00 5 Type 5-in Asphalt (FOB - Material Only) 1,00 TON $50.00 $50.00 Total price for above Itains: $207,175.50 Total Bid Price; $207,129.50 Notes: . PRICE AWU5TMENT, A primary Cost factor of this bid is based on the price of petroleum, Conditions in this market are highly unstable and beyond the control of the proposer. Therefore, the price bid for the asphalt Items inciuded In this proposal may be adjusted each month based on the Increase or decrease in the statewide average prke of liquid asphalt. The statewide average Is determined monthly by the florlda Deortment of Transportation and is posted on the FDOT w9bsite.. it is called the Monthly Asphalt Price index and can be round at (http :J /www, dot. state. B. as / Construction /fuel8Lblt/tuel&blt,htm). The amount of the price adjustment for this proposal will be calculated by the following method: For each $0.01 change In the Asphalt index from the Index 6n the date of the original proposal and the date the asphalt material Is placed the proposed price May be adjusted $0.01 /SY INCH or $10 per ton. SPECIFIC JOB CONDITIONS! • This Is a unit price quote. $I.lilng based on field measurements. • Prices are good through 12 /30/2610 only and may be adjusted at any time in accordance with the Price Adjustment criteria stated above. • 7Us proposal must become partof the contract agreement. No Permits, Fees, Layout, Wnd or TesBng Included, If pond Is required add i,S% * Addi fonal phases of projects will not be added at the original contract amount wlthout Defter Roads agreement • Prices based on one mobilization. Addimnal mobilizations will be charged at $1,800.00 each In addition to the unit prices, • Exclusions: Any Item not specifically listed In this proposai. • GF -NERAL PROPOSAL CONDITIONS: + f. This Proposal shall become effective upon acceptance by the party or It's representative to whom it is sulwnilted, (the "Cnnrrter"), Owner shall be deemed to have accepted this Proposal by alioyft Better Roads, Inc, ( "Contracbo?`) to commence work or preparation for work. The term "owner" as used in this Proposal shall include the Ownees architect or engineer. Quotatlons herein, unless otherwise stand, are for immediate accepts rice and subject to change. • 2. This Proposal, in addition to any addYdonat terms expressly Incorporated herein by reference, contains the entire agreement between the parties. No zodification of this Proposal alter acceptance shall be binding upon contractor unless made in wrldng and signed by the duly authorized representatives of the Owner anti Contractor. Furthermore, no batkcharge or claim of the owner for services shall be valid except by the agreement in writing by contractor before work is performed. $/13/201010:39:00 AM Packet Page -947- ?age'_ or