P.O. #: 006219
DESCRIPTION OF CHANGES AND/OR EXTRA WORK:
ITEM U/M QUANTITY % CHNG UNIT PRICE TOTAL
1 LS 1 27,776.51$ $27,776.51
2 LS 1 5,310.00$ $5,310.00
3 LS 1 2,357.87$ 2,357.87$
4 LS 1 1,750.00$ 1,750.00$
5 LS 1 $2,242.88 $2,242.88
6 LS 1 $516.43 $516.43
7 LS
1 $970.49 $970.49
8 LS 1 $6,978.49 $6,978.49
9 LS 1 $1,655.00 $1,655.00
10 LS 1 $3,072.00 $3,072.00
11 LS 1 $1,441.59 $1,441.59
12 TOTAL ESTIMATED PRICE FOR THIS CHANGE ORDER: $52,629.67
ADDED FENCE PICKETS
PLACE CONCRETE A CURB AND BOLLARDS
CIP 21-04
Act 1 Construction
ADDITIONAL TIME CLAIM (228 DAYS)
PROJECT NAME:
PROJECT NO:
CONTRACTOR:
Menifee Fire Station #5
The Contractor is hereby directed to make the herein described changes from the plans and specifications and/or perform the following described work not included in the Plans and Specifications for this project. Work items shall include labor, materials, necessary for the performance and completion of the additional work. Equipment, traffic control, and incidentals.
ADDITIONAL DAY SHOW UP TIME FOR TRAFFIC
SIGNAL DUE TO LATE DELIVERY OF TIMING
SHEETS FOR THE SIGNAL
CHANGEOUT THE VEHICLE EXHAUST
DESCRIPTION
This document shall become an amendment to the Contract and all provisions of the Contract will apply hereto. This Change Order constitutes a complete and final resolution of all claims of the Contract for additional time or additional compensation related to or affected by work that is the subject of this Change Order. Quantities of items other than Lump Sum are not to exceed the amounts indicated.
CHANGE ORDER No. 10
WATER BACK FLOW CAGES NOT IN CONTRACT
4/7/2024
ADDING LOCKER DOORS TO APP BAY LOCKERS
DATE:
COST OF EXTENDING THE UTIITY VENTS FROM
THE LOWER ROOF THROUGH THE UPPER ROOF
ADDITIONAL CONDUIT FOR TRAFFIC SIGNAL
TEMPORARY EMERGENCY LIGHTS
BATHROOM FIXTURES NOT IN CONTRACT
ADDITIONAL COST FOR CHANGE TYP II
METERED SERVICE TO TYP III-C
M:\Public Works Department\_Public Works Projects\CIP Projects\21-04 QV New Fire Station 5\D- Construction\C-5 Change Orders (CCO) & Supporting Docs\CO10\CCO No. 10 Draft JUSTIFICATION:
PCO documents and applicable back-up documentation has been attached for your reference.
ADDITIONAL TIME CLAIMS: THERE WERE SEVERAL RAIN DAYS, TIME-SENSITIVE, AND LONG LEAD ITEMS IN THE PROJECT WHICH REQUIRED DAYS ADDED TO THE CONTRACT. THE EXTENSION OF THE CONTRACT DAYS AND THE ASSOCIATED CAUSES ARE AS FOLLOWS:
1) 73 RAIN DAYS
2) 15 DAYS -THERE WERE CONFLICTS IN THE DRAWINGS FOR THE BUILDING PAD ELEVATION WHICH REQUIRED RE-GRADING. 3) 13 DAYS - THE CONTRACTOR PLACED THE SEWER LINES IN PER THE DRAWING. HOWEVER, THE POINT OF CONNECTION ELEVATION AT THE SEWER MAIN WAS AT A DIFFERENT ELEVATION THAN SHOWN IN THE PLANS. THIS RESULTED IN REMOVING ALL THE SEWER LINES, BACKFILLING THE TRENCHES, AND REDESIGNING THE SEWER FOR THE NEW ELEVATION. 4) 15 DAYS - THE ORIGINAL BACKUP GENERATOR WAS DESIGNED TO USE DUAL FUEL (PROPANE AND DIESEL), HOWEVER IT WAS REJECTED DUE TO AQMD COMPLIANCE CERTIFICATIONS. THE DESIGNER AND CITY AGREED TO USE A DIESEL FUEL ONLY BACKUP GENERATOR WHICH AFFECTED AREA POWER, CONDUIT LOCATION, AND REQUIR]ED ADDITIONAL INSPECTION. 5) 12 DAYS - SWITCHGEAR CHANGES NEEDED FOR THE BACKUP GENERATOR RELOCATION HAD TO HAVE SCE REVIEW AND APPROVAL BEFORE MOVING FORWARD WITH THE ASSOCIATED ELEMENTS, CAUSING A DELAY. 6) 35 DAYS - APP BAY TRENCH DRAINS NEEDED MORE INFORMATION ON THEIR LAYOUT THAN THE PLANS INDICATED. THE
ARCHITECT PROVIDED THE NEW LOCATIONS HOWEVER, IT TOOK OVER TWO MONTHS TO PROVIDE THAT INFORMATION, AFFECTING THE CRITICAL PATH OF CONSTRUCTION.
7) 35 DAYS - FALL PROTECTION WAS REQUIRED AS A DEFERRED SUBMITTAL. THE CONTRACTOR OFFERED A SUBMITTAL PACKAGE; HOWEVER, THE DESIGN ENGINEER DID NOT PROVIDE AN ANSWER FOR 62 DAYS. THIS DELAYED THE ROOFING OF THE BUILDING. CONSEQUENTLY, THE DRYWALL, LATH, AND PLASTERING WERE DELAYED BECAUSE THE FRAMING HAD TO DRY OUT DUT TO THE RAIN EVENTS. ONLY 35 DAYS ARE AWARDED DUE TO CONCURRENT DELAYS WITH OTHER TIME CLAIMS.
8) 20 DAYS- THE SPACING AND METHOD OF ATTACHMENT OF THE Z BAR AROUND THE WINDOWS WAS SUBMITTED TO THE DESIGN ENGINEER FOR DIRECTION BY THE CONTRACTOR, WHICH WAS NOT ULTIMATELY ANSWERED UNTIL A MONTH LATER. 9) 10 DAYS - CHANGES IN THE FRAMING OF SHEER WALLS, WINDOW LOCATIONS, ELECTRICAL EQUIPMENT, AND STRUCTURAL STEEL HOLD DOWNS.
Additional Days Requested = 228
ITEM 1) THE ORIGINAL DESIGN PROVIDED FOR MAGNETIC CONNECTIONS FOR THE APP BAY VEHICLE EXHAUST SYSTEM.
HOWEVER, THE FIRE DEPARTMENT USES ONLY SUCTION CONNECTIONS. THE EXHAUST SYSTEM WAS THEN RETROFITTED WITH THE SUCTION EXHAUST SYSTEM.
ITEM 2) ADDITIONAL CONCRETE CURB WAS ADDED TO THE RIGHT OF WAY AND WAS USED FOR THE BOLLARDS ADDED TO THE CONTRACT TO PROTECT THE SWITH GEAR.
ITEM 3) THE SUBCONTRACTOR FOR THE INSTALLATION OF THE TRAFFIC SIGNAL WAS NOT SUPPLIED THE TIIMING SHEETS AT THE TIME OF THE INSTALLATION, WHICH NECESSITATED AN ADDITIONAL DAY OF WORK TO INSTALL THE TIMING.
ITEM 4) BUILDING AND SAFETY-REQUIRED TEMPORARY BATTERY-POWERED SAFETY LIGHTING TO BE INSTALLED UNTIL THE GENERATOR ARRIVES AND IS WORKING. THIS IS IN CASE OF A POWER OUTAGE.
ITEM 5) SEVERAL UTILITY VENTS WERE SHOWN ON THE PLANS TO TERMINATE ABOVE THE FIRST ROOF. HOWEVER, BUILDING CODE REQUIRES THAT THEY HAD TO BE ABOVE THE SECOND ROOF. THE CONTRACTOR EXTENDED THE VENTS TO ACCOMMODATE THE BUILDING CODE.
ITEM 6) ADDITIONAL CABLE WAS NEEDED TO COMPLETE THE TRAFFIC SIGNAL INSTALLATION.
ITEM 7) THERE WAS A CHANGE TO THE METER FROM A TYP II TO A TYPE III C AS DIRECTED BY THE ENGINEER OF RECORD.
ITEM 8) THE APP BAY LOCKERS ON THE PLAN DID NOT SHOW THEM WITH DOORS. THIS WAS ADDED DURING THE SUBMITTAL PROCESS.
ITEM 9) THERE WERE BATHROOM FIXTURES THAT WERE NOT PART OF THE CONTRACT THAT THE CITY DIRECTED THE CONTRACTOR INSTALL.
ITEM 10) THE BRASS BACKFLOW DEVICES FOR THE WATER SERVICES WERE NOT PROTECTED BY A BACKFLOW CAGE.PER THE CONTRACT. THE CONTRACTOR WAS DIRECTED TO INSTALL THEM.
ITEM 11) TO PROTECT THE LOCKING GATES FROM ILLEGAL ENTRY, THE CONTRACTOR WAS DIRECTED BY THE CITY TO INSTALL ADDITIONAL STEEL PICKETS TO SECURE THE GATES.
Date Originated:4/1/2024
Date Approved:
M:\Public Works Department\_Public Works Projects\CIP Projects\21-04 QV New Fire Station 5\D- Construction\C-5 Change Orders (CCO) & Supporting Docs\CO10\CCO No. 10 Draft
CCO # Amount % Additional Time Date Approved
1 $66,384.39 0.77% 0 4/17/2024
2 $17,241.54 0.20% 6 4/26/2024
3 $28,588.15 0.33% 6 6/3/2024
4 $9,819.12 0.11% 12 6/10/2024
5 $9,534.39 0.11% 0 6/10/2024
6 $40,427.32 0.47% 9 6/5/2024
7 $3,200.50 0.04% 0 6/10/2024
8 $46,866.05 0.54% 0 8/26/2024
9 $5,940.70 0.07% 10 10/14/2024
10 Various Items $52,629.67 0.61% 0
0 228
Totals 280,631.83$ 3.25% 271
December 12, 2022
October 30, 2023
271
December 5, 2024
AUTHORIZATION BY CITY:
Recommended for approval by:
Date: __________ ____________________________________ Date: __________ Don Sharp (Construction Manager) Carlos E. Geronimo (City Project Manager) Approved by:
Date: __________ ____________________________________ Date: __________ Nick Fidler (PW Director/City Engineer) Armando Villa (City Manager) ACCEPTANCE BY CONTRACTOR:
Accepted ___________________________________________ Date: ____________________________ Signature
_____________________________________________________
Please print name and title
Revised Contract Amount:
Current Change Order Amoun
Description
Electrical & Traffic Signal changes
refueling station & gate operator
$8,626,796.57
Various Items
_________________________
Electrical Changes
Added Concrete at Genset
Additional Time Claim
BMS Interface
Added Strongbacks
Day Room Ceiling Framing
We, the undersigned Contractor, have given careful consideration to the above described changes and/or extra work and hereby agree that said work is a supplement to the contract and all provisions will apply hereto.
Date Started:
Original Completion Date:
Additional Time (Working Days)
Various Items
_________________________
$228,002.16
Revised Completion Date:$8,907,428.40
Previous Change Order Amou
CONTRACT VARIANCE SUMMARY
Original Contract Amount:
$52,629.67
M:\Public Works Department\_Public Works Projects\CIP Projects\21-04 QV New Fire Station 5\D- Construction\C-5 Change Orders (CCO) & Supporting Docs\CO10\CCO No. 10 Draft
Work Order (WO) Proposal
Project Information Work Order Information
Project # CIP 21-04 PCO # 35 Drawing
Title Menifee Fire Station #5 Date Spec.
Address 29745 Goetz Rd Location
Other
City, State, Zip Menifee, CA 92587 Type Change Order
Country U.S Subject Rain Delay Days
Issued By Issued To
Contact Contact Donald Sharp
Company Act 1 Construction Inc. Company City of Menifee Address 444 6th St Address 29844 Haun Rd.
City, State, Zip Norco, CA 92860 City, State, Zip Menifee, CA 92598 Country United States Country U.S
Phone 951-735-1184 Phone
Fax 951-737-5342 Fax
Work Description
$0.00 Cost change order to add 73 working days to the contract schedule due to weather related incidents Cost Items
Item No. Item Description Quantity Unit Unit Price Total 1 Weather delays 1 LS $0.00 $0.00
2 3
Subtotal = 0.00
Days – 73 working days.
The work covered by this order shall be performed under the same Terms and Conditions as that included in the original contract unless stated otherwise above.
Submitted By: Response:
Accept Do Not Accept
ACT 1 Construction
Company Company
Alex Witham 7/10/2024 ____________________________________ _______________ ____________________________________ __________________ Quail Valley Rain Day
Delays. Description
1 12.12.22 Rain event
2 12.13.22 From previous days rain/too muddy.
3 12.26.22 Holiday
4 12.28.22 Rain Event
5 1.2.22 Holiday
6 1.3.23 Rain Event
7 1.4.23 Site is too saturated to perform work.
8 1.5.23 Rain Event
9 1.6.23 Site is too saturated to perform work.
10 1.10.23 Rain event
11 1.11.23 Site is too saturated to perform work.
12 1.12.23 Site is too saturated to perform work.
13 2.23.23 Rain event
14 2.24.23 Rain Event
15 2.27.23 Site is too saturated to perform work.
16 2.28.23 Rain event
17 3.1.23 Rain event
18 3.2.23 Site is too saturated to perform work.
19 3.3.23 Site is too saturated to perform work.
20 3.6.23 Rain event
21 3.10.23 Rain event
22 3.14.23 Rain event
23 3.15.23 Rain event
24 3.16.23 Site is too saturated to perform work.
25 3.17.23 Site is too saturated to perform work.
26 3.20.23 Site is too saturated to perform work.
27 3.21.23 Rain event
28 3.22.23 Site is too saturated to perform work.
29 3.23.23 Site is too saturated to perform work.
30 3.24.23 Site is too saturated to perform work.
31 3.29.23 Rain event
32 3.30.23 Rain event
33 5.4.23 Rain event
34 8.21.23 Site too saturated from previous days rain.
35 12.20.23 rain event. Conditions unsafe to perform framing 36 12.21.23 rain event. Conditions unsafe to perform framing 37 12.22.23 rain event. Conditions unsafe to perform framing 38 1.3.24 rain event. Conditions unsafe to perform framing and any onsite work. 39 1.8.24 High Winds event. Unable to have framers and roofers work on critical path. 40 1.11.24 High Winds event. Unable to have framers and roofers work on critical path. 41 1.22.24 Rain event. Consistant rain throughout the day 42 1.23.24 Site saturated. Unable to perform critical path work. 43 1.24.24 Site saturated. Unable to perform critical path work. 44 1.25.24 Site Saturted. Unable to perform critical path for framing of starter board for roofing 45 1.26.24 Site Saturted. Unable to perform critical path for framing of starter board for roofing. 46 2.1.24 Rain event. Unable to perform critical path work 47 2.2.24 Rain event. Unable to perfrom critical path work. 48 2.5.24 Rain Event. Consistant rain throughout the day. 49 2.6.24 Rain Event. Consistant rain throughout the day 50 2.7.24 Rain Event. Consistant rain throughout the day. 51 2.8.24 Rain event during prior evening. Site is too muddy and unsafe to perform work. 52 2.9.24 Site is too saturated to perform critical path work of framing, roofing, and siding. 53 2.12.24 Building saturated and could not perform critical path of building 54 2.13.24 Building saturated and could not perform critical path of building 55 2.14.24 Building saturated and could not perform critical path of building 56 2.15.24 Building saturated and could not perform critical path of building 57 2.16.24 Building saturated and could not perform critical path of building 58 2.19.24 Rain event. could not perform critical path work 59 2.20.24 Rain event. could not perform critical path work 60 2.21.24 Rain event. could not perform critical path work 61 2.22.24 Site too saturated to perform critical path work of framing, roofing. 62 2.23.24 Site too saturated to perform critical path work of framing, roofing. 63 2.26.24 Structures moisture content to high to perform critical path work 64 2.27.24 Rain event during prior evening. Structures moisture content to high to perform critical path work. 65 2.28.24 Building saturated and could not perform critical path of building 66 2.29.24 Building saturated and could not perform critical path of building 67 3.1.24 Building saturated and could not perform critical path of building 68 3.4.24 Building saturated and could not perform critical path of building 69 3.5.24 Building saturated and could not perform critical path of building 70 3.6.24 Building saturated and could not perform critical path of building 71 3.7.24 Building saturated and could not perform critical path of building. Site too saturateed and unsafe from previous days rain events 72 4.5.24 Rain Event. Haulted exterior work/ critical path of drying in building/waterproofing 73 4.12.24 Rain Event. Haulted exterior work/ critical path of drying in building/waterproofing