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HomeMy WebLinkAbout2007-258 ORIGINAL ' ' 4w*r7 - X58 _ T Document G701TM - 2001 Change Order PROJECT (Name and address) : CHANGE ORDER NUMBER: 013 OWNER: Indian River County Jail Expansion DATE: July 24, 2007 ARCHITECT: 4055 41s( Avenue Vero Beach, FL32960 CONTRACTOR: TO CONTRACTOR (Name and address): ARCHITECT'S PROJECT NUMBER: 04083 FIELD: ❑ Peter R. Brown Cosntruction, Inc. CONTRACT DATE: June 07, 2005 13830 58" Street North, Suite l CONTRACT FOR: General Construction OTHER: ❑ Clearwater, FL 33760 THE CONTRACT IS CHANGED AS FOLLOWS: (include, where applicable, an}• undisputed amount attributable to previous!) executed Construction Change Directives) This change order incorporates a time extension of seventy-seven (77) days to the project substantial completion date,eurrenlly June 25, 2007. Specifically each element of the project is projected for substantial completion as follows: Housing Units substantial completion date: August 3, 2007 Medical / Infirmary: September 10, 2007 Intake Building (Booking and Sallyport) : September 10, 2007 Acceptance of this proposed change order will not change the Guaranteed Maximum Price, nor the Owner's Contingency. The original to Guaranteed Maximum Price was $ 18,301,631 .00 The net change by previously authorized Change Orders $ (493,779.35) The Guaranteed Maximum Price prior to this Change Order was $ 17,807,851 .65 The Guaranteed Maximum Price will be increased/decreased by this Change Order in the amount of $ 0 The new Guaranteed Maximum Price including this Change Order will be $ 17,807.851 .65 The Contract Time will be increased by seventy-seven ( 77 ) days. The date of Substantial Completion as of the date of this Change Order therefore is September 10, 2007 NOTE: This Change Order does not include changes in the Contract Sum, Contract Time or Guaranteed Maximum Price which have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which case a Change Order is executed to supersede the Construction Change Directive. NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONTRACTOR AND OWNER. Clemons-Rutherford & Assoeiates,lne. Peter R. Brown Construction, Inc. Indian River County Board of County Commissioners ARCHITECT (Firm name) CONTRACTOR (Firm name) OWNER (Firm name) 2027 Thoma dle Ro , Tallar ] , FI 13830 581" Street North, Suite l 1841925' Street, Veral4�ach, PL 32960 32308 Clearwater, FL 33 ADDADDRE ADD ESS ., Signamrel namre) Y. (Sigf nrYe) - William D. Rutherford Eduardo T. Vargas Ggr,,%C, Wrweler, Chairman (Typed name) (T)ped name) (Typ -dnarhe) �124Z � (oaL7 DATEDAA DA AIA Document G701 TM — 2001 . Copyright © 1979, 1987, 2000 and 2001 by The American Institute of Architects. All rights reserved. WARNING: This All Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11 :52:08 on 07/17/2007 under Order No. 1000250302_I which expires on 7'2512007,. and is not for resale. User Notes: (2069350434) Peter . • oWM PETER R . BROWN CONSIRUCIION, INC . July 17, 2007 Lynn Williams Indian River County BOCC 1840-25th Street Vero Beach, FL 32960-3365 Reference: IRC Jail Expansion 2005 Indian River County Jail Project 2089 — Request for I ime Extension Dear Mr Williams: Peter R.. Brown Construction, Inc respectfully requests a Time Extension for the Intake and Dormitory Phase and the Infirmity Phase of the Indian River Jail Expansion Project This is necessary since the project construction schedule was unable to absorb impacts due to early weather conditions, as was previously anticipated, and unforeseen conditions and modifications mainly due to renovation and underground utilities. Please understand this request is for an extension for time only, since due to the nature of the impacts Peter R. Brown Construction, Inc will not request an extension for cost, '.. the Dormitory and Intake phase was contracted to achieve Substantial Completion May 18, 2007 and the Infirmaty phase June 25, 2002. Per this request and the attached Time Extension Analysis, Peter R. Brown Construction, Inc requests Substantial Completion dates be extended accordingly, Dormitory to August 3, ''.. 2007, Intake to August 17, 2007 and the Infirmary to September 10, 2007 Peter R. Brown Construction, Inc will continue to work with its subcontractors and vendors to minimize this time impact to the project. If there are any questions regarding this issue, please do not hesitate to contact me.. Sincerely, Pe G ro /C tion, Inc. '.. /firft Ket Senior Project Manager cc: Construction Managers — General Contractors — DesignlBuilders 13830 58 StreetNorth, Suite 401, Clearwater, FL 33760 P.O. Box 4100, Clearwater, FL 33758-4100 Phone: 727-535-6407Fax : '727-539-8485 CGC061419 IRCJ DORMITORY TIME EXTENSION ANALYSIS Project: Indian River County Jail Expansion Contractor. Peter R Brown Construction Company, Inc Architect: Clemons Rutherford & Associates, Inc Original Substantial Completion 5/18/2007 New Substantial Completion 8/3/2007 SUMMARY: TOTAL DAYS IMPACTED: 77 Original Substantial Completion date for the Dormitory Buildings was May 18, 2007 now Substantial Completion scheduled for August 3, 2007 Due to weather conditions, which were believed could be overcome, and unforeseen modifications to the fire alarm system and fencing, in which additional work was required, the project experienced unfortunate and unavoidable delays . May- 07 DAYSIMPACTED: 16 WEATHER: 2 Days of rain greater than 114 inch . Delayed Dormitory Canopy and Fencing 1 Days of recovery due to heavy amounts of min UNFORESEEN CONDITIONS: 13 Fire Marshal mandated 56 additional smoke detectors installed in the dormitory buildings to complywith local jurisdiction codes Work extended into June. June - 07 DAYSIMPACTED: 30 WEATHER: 3 Days of rain greater than 114 inch . Delayed Dormitory Fencing and Concrete Fence Aprons 1 Days of recovery due to heavy amounts of rain UNFORESEEN CONDITIONS: 26 Fire Marshal mandated 56 additional smoke detectors installed in the dormitory buildings to comply with local jurisdiction July- 07 DAYSIMPACTED: 31 WEATHER: 2 Days of rain greater than 114 inch Delayed Dormitory Fencing and Concrete Fence Aprons 2 Days of recovery due to heavy amounts of rain UNFORESEEN CONDITIONS: 27 Fencing modifications necessary to coordinate existing fencing conditions with new fencing layout . Page 5 of 8 IRCJ INFIRMARY TIME EXTENSION ANALYSIS Project: Indian River County Jail Expansion Contractor: Peter R. Brown Construction Company, Inc Architect: Clemons Rutherford & Associates, Inc Original Substantial Completion 6/2512007 New Substantial Completion 9/10/2007 SUMMARY : TOTAL DAYS IMPACTED: 77 Original Substantial Completion date for Infirmary Building was June 25, 2007 now Substantial Completion Scheduled for September 10, 2007 Due to weather conditions, which were believed could be overcome, and unforeseen existing conditions and utilities, in which additional work was required, the project experienced unfortunate and unavoidable delays . December- 06 DAYS IMPACTED: 1 WEATHER: 0 0 UNFORESEEN CONDITIONS: 1 Existing sanitary manhole covered by soil and not located indicated Had to hand dig to locate . January- 07 DAYS IMPACTED: 12 WEATHER: 2 Days of rain greater than 1/4 inch Delayed Demolition, Building Pad and Footings 0 Days of recovery due to heavy amounts of rain UNFORESEEN CONDITIONS: 4 Existing sanitary lines within building slab area required survey to determine pipe slope and direction routed under existing building to determine final routing . 6 Planned routing of sanitary lines outside of building slab conflicted with existing sign, sidewalk and trees Required aftemate routing be engineered and submitted . Modified route required adjustments to manhole. Continued into February. Page 6 of 8 IRCJ INFIRMARY TIME EXTENSION ANALYSIS February- 07 DAYSIMPACTED: 1$ WEATHER: 2 Days of rain greater than 1/4 inch . Delayed Infirmary Footings and Slab 1 Days of recovery due to heavy amounts of rain UNFORESEEN CONDITIONS: 8 Planned routing of sanitary lines outside of building slab conflicted with existing sign, sidewalk and trees Required alternate routing be engineered and submitted . Modified route required adjustments to manhole , Work continuation from January 4 Unforeseen existing Air Conditioning Unit conflicted with new walls New unit ordered and installed in different location , March - 07 DAYSIMPACTED: g WEATHER: 2 Days of rain greater than 1/4 inch . Delayed Infirmary Slab 1 Days of recovery due to heavy amounts of rain UNFORESEEN CONDITIONS: 2 Existing exterior block not scheduled to be removed determined had to be removed for installation of new roof flashing . Also existing ribbed block schedule to remain had to be removed due to notacceptable to remain in an isolation cell 4 Sanitary tie-in to existing lines could not be performed until acquired DEP approval . Delay extended such that slab was blocked out so tie-in would not continue to delay construction . This continued into April April - 07 DAYSIMPACTED: 5 WEATHER: 2 Days of rain greater than 1/4 inch . Delayed Infirmary Masonry 1 Days of recovery due to heavy amounts of rain UNFORESEEN CONDITIONS: 2 Sanitary tie-in to existing lines could not be performed until acquired DEP approval . Delay extended such that slab was blocked out so tie-in would not continue to delay construction A continuation from April Page 7 of 8 IRCJ INFIRMARY TIME EXTENSION ANALYSIS May- 07 DAYS IMPACTED: 15 WEATHER: 2 Days of rain greater than 1/4 inch . Delayed Infirmary Roofing 1 Days of recovery due to heavy amounts of rain UNFORESEEN CONDITIONS: 12 Existing wall and sequence of installation for new structural support members forthat wall did not allow new MC Channel structural support members to be fastened flush with wall and ceiling as designed. This required field inspection and redesign by Structural Engineer and rework of MC Channel fasteners Continued into June , June - 07 DAYSIMPACTED: 4 WEATHER: 0 0 UNFORESEEN CONDITIONS: 4 Existing wall and sequence of installation did not allow new MC Channel structural support members to be fastened flush with wall and ceiling as designed This required field inspection and redesign by Structural Engineer and rework of MC Channel fasteners. Work delayed final slab area to be poured and masonry installation. Delay continued into June JulywV DAYS IMPACTED: 16 WEATHER: 0 0 UNFORESEEN CONDITIONS: 12 Location of new exhaust duct work conflicted with second floor office space requiring revised location be determined . New location required fabrication of new duct work and relocating utility lines already installed 4 Existing floor conditions require floor leveling to be performed to allow for proper sloping of drains and level floors . - Page 8 of 8 IRC JAIL INTAKE BUILDING TIME EXTENSION ANALYSIS Project: Indian River County .Jail Expansion Contractor. Peter R Brown Constructlon Company, Inc Architect: Clemons Rutherford & Associates, Inc Original Substantial Completion 511812007 New Substantial Completion SM7/2007 SUMMARY: TOTAL DAYS IMPACTED: 91 Original Substantial Completion Date for Intake Building was May 18, 207 Substantial Completion now August 17 2007 Due to weather conditions, which were believed could he overcome, and unforeseen existing conditions and utilities in which additional work was required, the project experienced unfortunate and unavoidable delays June -06 TOTAL DAYS IMPACTED: 7 WEATHER: 4 Days of rain greater than 1/4 Inch Directly affected Warehouse activities which "rescheduled to occur before intake building work was to begin Delayed Intake Demolition and Building pad . 3 Days of recovery due to heavy amounts of rain July- 06 TOTAL DAYS IMPACTED: 8 WEATHER: 5 Days of rain greater than 114 inch Directly affected Warehouse activities which were scheduled to occur before intake building work was to begin Delayed Intake Building Pad, Footings. and Slab. 3 Days of recovery due to heavy amounts of rain August- 06 TOTAL DAYS IMPACTED: 13 WEATHER: 8 Days of rain greater than 114 inch. Delayed Intake Footings and stab 2 Days of recovery due to heavy amounts of rain and preparation and clean up for expected Hurricane UNFORESEEN CONDITIONS: 5 Asbestos Survey required by Subcontractor prior to performing demolition . Due to year of original construction Survey was not expected . Delayed Intake Demolition . Page 1 of 8 IRC JAIL INTAKE BUILDING TIME EXTENSION ANALYSIS September- 06 DAYSIMPACTED: 19 WEATHER: 7 Days of rain greater than 114 inch . Delayed Intake Footings and Slab 2 Days of recovery due to heavy amounts of rain UNFORESEEN CONDITIONS: 10 RFIs 77, 82 and 85 Unforeseen existing utilities In footings and slab of Intake Building Existing utilities included gas, water, electric, data and added new fire sprinkler line to keep sprinklers in Kitchen Building operational . Required repair andfor relocation of utilNes. Delays extended Into October. Delayed Intake Footings and slab October-06 DAYSIMPACTED: 4 WEATHER: 1 Days of rain greater than 114 inch Delayed Intake Footings and Slab 0 UNFORESEEN CONDITIONS: 3 Unforeseen water line In new Intake footing hill during footing excavation Delayed Intake Footings and Slab , November-06 DAYSIMPACTED: 0 WEATHER: 0 0 December- 06 DAYSIMPACTED: 0 WEATHER: 0 D January-07 DAYSIMPACTED: 0 WEATHER: 0 0 Page 2 of 8 IRC JAIL INTAKE BUILDING TIME EXTENSION ANALYSIS February-07 DAYSIMPACTED: 0 WEATHER: 0 0 March - 07 DAYSIMPACTED: 0 WEATHER: 0 0 April - 07 DAYSIMPACTED: 11 WEATHER: 2 Days of rain greater than 114 inch. A section of the Intake H building was not 1 Days of recovery due to heavy amounts of rain UNFORESEEN CONDITIONS: 4 RFIs 157 & 158 Existing concrete structural members conflict with new structural support member installation 3 Structural review of existing sally port concrete slab required demotion and replacement of slab due to unknown conditions of sub grade . Per plans new slab was to be poured on tap of existing In addition while performing demolition unknown storm line was damaged and required replacement 1 Existing fire sprinkler lines required by Fire Marshal to be replaced since we were fabricated from plastic piping and is not per updated Fire Protection Codes May- 07 DAYSIMPACTED: 3 WEATHER: 2 Days of rain greater than 114 inch . Delayed Intake Footings Slab and Masonry 1 Days of recovery due to heavy amounts of rain June - 07 DAYSIMPACTED: 7 WEATHER: 3 Days of rain greater than 114 inch . Delayed Intake Steel and Roofing 0 UNFORESEEN CONDITIONS: 4 Existing duct work found to contain broken seal and air conditioning unit not functional both requiring replacement. Page 3 of 8 IRC JAIL INTAKE BUILDING TIME EXTENSION ANALYSIS July-07 DAYS IMPACTED: 19 WEATHER: 2 Days of rein greater than 114 inch . 2 Days of recovery due to heavy amounts of rain UNFORESEEN CONDITIONS: 2 RFI-156 Existing floors not level requiring cutting out areas and installation a concrete leveling surfacing compound Required building be closed off to other trades Delayed Intake Flooring a Intake driveway required redesign due to conflicts with existing fencetrees underground utilities, existing grades Design required resubmittal to county for approval before work could begin , 4 RFI-169 Plans called for re-piping only allowing space provisions for existing boilers to be removed if ever necessary fro replacement. Upon reviewing existing conditions it was discovered necessary to relocate one boiler in order to have sufficient space if future removal/replacement is necessary 1 Existing roof drain leader inside of Intake Building leaked delaying floor leveling and VCT work due to time required to dry out concrete. Page 4 oft)