HomeMy WebLinkAboutCO #2 Runway Edge Lighting Extensions Finance Department
Procurement Division 1225 Main Street
Sebastian, FL 32958
(772) 388-8231
CHANGE ORDER FORM
Change Order # 2 Project Name Runway 5-23 Rehabilitation
Purchase Order # 10450 Project # A2351
Contractor: Ranger Construction Industries, Inc. Contact Name Travis Gates
Address: 4510 Glades Cutoff Road, Ft
Pierce, FL 34981 Contract Date 12 July 2023
By the signature affixed below, both the City and the Contractor agree to the changes as stipulated herein. Upon proper execution of
this document, the Contractor is hereby notified to commence work. All changes stated below are hereby incorporated and made a part
of the Contract identified above, and all the terms and conditions of said Contract are enjoined and in full force while executing the
change(s) stipulated as follows:
DESCRIPTION:
Remobilization, and Rearrangement of Previously Installed Runway Edge Light Extensions, and Spacers Along with Locating Cores
for In-Pavement Lights, and Cold Patch Application (Including Labor, Equipment, And Light Plants For Night Work). Additionally
Purchase of New Extensions, Spacers and or Flange Rings For Seven (7) In-Pavement Lights, Six (6) In-Pavement J-Cans And Five
(5) Threshold Lights. All Described Measures Are Necessitated by Inaccurate Survey Data Supplied by KMA.
A. Contract price prior to this change $ 3,131,239.37
Net increase (decrease) resulting from this change $ 70,227.56
New contract price including this change order $ 3,201,466.93
B. Contract time prior to this change (number of days) 120 Days
Net increase (decrease) resulting from this change (number of days) 0 Days (No Change)
New completion date including this change 120 Days
AGREED:
ENGINEER: CONTRACTOR: CITY OF SEBASTIAN:
Hamed Jafarian P.E.
Senior Project Manager Aviation _____________________________ _____________________________
Name, Title Name, Title Brian Benton, City Manager
Date: 2024/05/07 Date: ________________________ Date: ________________________
Approvals by City of Sebastian Staff:
City Manager Authorization – cumulative amount less than 15% of contract price or $15,000 single change order.
City Council Authorization – cumulative amount exceeds 15% of the contract price or $15,000 single change order.
CITY COUNCIL MEETING:
CITY OF SEBASTIAN
_______________________________
Project Manager ___________ as to engineering Jeanette Williams, City Clerk
Finance ___________ as to budget Date: ________
City Attorney ___________ as to legal
Procurement Manager ___________ as to purchasing
Hamed
Jafarian
Digitally signed by
Hamed Jafarian
Date: 2024.05.07
13:13:47 -04'00'
Travis R Gates
Digitally signed by Travis R Gates
DN: CN=Travis R Gates,
dnQualifier=A01410D00000182925336F5000062CF,
O=RANGER CONSTRUCTION INDUSTRIES, C=US
Date: 2024.05.07 13:21:49-04'00'
DocuSign Envelope ID: 1D879B68-55E0-4F53-B74A-A7444C75AFC3
X
May 22, 2024
5/24/2024 | 4:18:01 PM EDT
5/28/2024 | 7:37:08 AM EDT
CHANGE ORDER REQUEST No.:2 R4
Submitted To:Infrastructure Consulting &
Engineering
Contact:Hamed Jafarian P.E.
ITEM No.DESCRIPTION QUANTITY UM UNIT PRICE EXTENSION
X26 Change Order 1.00 LS 70,227.56$ 70,227.56$
NOTE:Time extension pending in-pavement
ESTIMATED TOTAL = $70,227.56
Days Requested To Be Determined
ACCEPTED:CONFIRMED:
Ranger Construction Industries, Inc.
Owner
Authorized
Signature Signature
Date of Acceptance Name & Title Travis Gates - Project Manager
The above prices, specifications and conditions are satisfactory and are hereby accepted.
BILLING REVISION DETAIL
Date:30-Apr-24
Job Name:Sebastian Airport 5-23 Rehabilitation
1200 Elboc Way
Winter Garden, FL 34787
Phone: (407) 656-9255
Fax: (407) 656-3188
www.rangerconstruction.com
RCISCO-01 REV51021010 A Page 1 of 1
DocuSign Envelope ID: 1D879B68-55E0-4F53-B74A-A7444C75AFC3
X26 Change Order #2
Labor Breakdown:Updated Blue Book Equipment Breakdown:
Labor Rate/Hr Qty.Hours Total Classification Description Qty.Hours Hourly Rate Total
-$ -$
-$ -$
-$ -$
-$ -$
-$ -$
-$ -$
-$ -$
-$ -$
-$ -$
-$ -$
-$ -$
-$ -$
-$ -$
-$ -$
-$ -$
-$ -$
-$ Total Equipment Cost -$
-$
-$ Materials:
-$ Description Qty.Unit Total
-$ Price
-$ -$
-$ -$
Subtotal Labor Cost -$ -$
Subtotal Burden -$ -$
Total Material -$
Total Labor Cost -$
Subcontractor:
Mark-up Breakdown:Qty.Unit Unit Total
Total Labor (17.5%)-$ -$ Price
Total Equipment (17.5%)-$ -$ 4,200.00 ED 0.81$ 3,402.00$
Total Materials (17.5%)-$ -$ 8,400.00 ED 0.26$ 2,184.00$
Total Subcontractor (10%)63,843.24$ 6,384.32$ 1.00 LS 52,992.24$ 52,992.24$
Total Mark-up Cost 6,384.32$ Apogee Survey 1.00 LS 5,265.00$ 5,265.00$
1.00 LS 5,000.00$ 5,000.00$
Subtotal Labor, Equipment, & Mark-up Cost 70,227.56$ Ranger Professional Courtesy 1.0 LS (5,000.00)$ (5,000.00)$
Bond -$ Total Subcontractor 63,843.24$
GRAND TOTAL 70,227.56$
Description
Valtir - Base Orange Barricades (beyond contract)
Valtir - Light for Orange Barricades (beyond contract)
Precision Approach
Ranger PM/Survey - Reshoot Cans
RCISCO-01 REV51021010 B Page 1 of 1
DocuSign Envelope ID: 1D879B68-55E0-4F53-B74A-A7444C75AFC3
Change Order #2
Sebastian Municipal Airport
Sebastian, FL
Runway 5-23 Rehab
PRECISION APPROACH LLC.
Breakdown
Item Unit Qty Unit Price Totals
Remobilization
Remobilization LS 1 9,500.00$ 9,500.00$
Remob. Total 9,500.00$
Material
New 868B Extensions, Spacers, and or
Flange Rings (Per Location) EA 13 $ 400.00 $ 5,200.00
New 867B Extensions and or Spacers (Per
Location) EA 15 $ 300.00 $ 4,500.00
Asphalt Cold Patch (Per Location)EA 28 $ 8.93 $ 250.00
Miscellaneous (Silicone Sealant & Tape for
Edge Light Asphalt Operation Protection)LS 1 150.00$ 150.00$
Sub Total 10,247.26$
Tax 7.00% 717.31$
Material Total 10,964.57$
Equipment
Core Drill (For 2" Locate Cores)WK 1 750.00$ 750.00$
Light Plants (For Night Work Conducted in
the 5-23 & 10-28 Intersection)WK 1 1,250.00$ 1,250.00$
Sub Total 2,000.00$
Tax 7.00% 140.00$
Equipment Total 2,140.00$
Labor Hours QTY Rate / HR Total
Rearrangement of Previously Order and
Installed Edge Light Extensions & Spacers
(23ea Locations)30 1 315.00$ 9,450.00$
2" Locate Core & Cold Patch (28ea
Locations)16 1 315.00$ 5,040.00$
Labor Sub Total 14,490.00$
Cost Sub Total 37,094.57$
Overhead & Profit 30%15,897.67$
Total 52,992.24$
Summary:
Before the contract start date, Precision Approach worked with Ranger’s survey team to collect existing elevation data for all existing
lights and junction cans in this projects scope. Once this data was collected, it was then compared to the final grade data, and the
appropriate extensions and spacers were ordered for all light and junction can locations. These extensions and spacers were then
received and stored onsite. In January, Precision Approach removed all existing lights (edge, t‐hold, & in‐pavement) in Phases 1 & 2,
and performed demo cores at all in‐pavement locations in Phases 1 & 2. In addition, the extensions and spacers were installed on all
edge lights. On 2/2, Precision Approach received an email stating that KMA had found a bust in their survey data that would directly
affect the elevations for all light & junction can locations in this projects scope. Subsequent to this news, Precision Approach
received and worked through new survey data sets to determine what extensions and spacers could be reused and what needed to
be reordered. After being informed that the new survey data had survey errors, it was decided that the best course of action was to
wait for the inline paving to be completed to finalize existing and final grade data for all light locations. On 4/5, Precision Approach
received this "final" survey data from Ranger. From there, Precision Approach complied the data to determine what extensions and
spacers could / could not be reused, and produced a change order proposal to Ranger. After discussion during the 4/15 progress
meeting, ICE announced they would be performing on‐site measurements for all edge lights and their currently installed
extensions/ spacers. On 4/16, ICE conducted these on‐site measurements for all edge light locations and provided Construction
Change Directive #1 (see attached) on 4/24/24. Precision Approach will rearrange previously installed edge light extensions and
spacers as directed by the CCD #1.
Clarification: The items detailed below have been added to this change order as a direct result of the incorrect KMA survey data that
was provided in both the project plans and survey data sets:
• Rearrangement of the previously installed edge light extensions and spacers (as directed by CCD #1).
• 2” locate cores & cold asphalt patching for the in‐pavement lights 7ea, in‐pavement Jcans 6ea, and T‐hold lights 15ea. This will be
done to ensure the correct extensions and spacers are ordered / utilized for the in‐pavement and T‐hold locations.
• Night installation of extensions & spacers located within the 5‐23 & 28‐10 intersection.
•The purchase of new extensions, spacers, and or flange rings for the in‐pavement lights 7ea, in‐pavement Jcans 6ea, and T‐hold
lights 15ea.
4/30/2024
DocuSign Envelope ID: 1D879B68-55E0-4F53-B74A-A7444C75AFC3
SUBCONTRACTOR PAYMENT REQ
Invoice Date
2/26/2024
No. 241023-1
Bill To:
Ranger Construction
Attn: Accounts Payable
101 Sansbury's Way
West Palm Beach, FL 33411
Terms
Net 15
Project:
Sabastian Airport 3205563
Thank you for your business.Total Due:
Phone: (561) 441-5354
Fax: (866) 425-2032
email: apogeeservices@bellsouth.net
703 SW 24th Avenue
Boynton Beach, FL 33435
Date Service Work Description QtyRate Amount Due
1/23/2024 Survey Services Office/CAD: begin record drawing, downloads,
calculate control
2135.00 270.00
1/24/2024 Survey Services Field: gridded and graded East 1000 feet phase
1
9135.00 1,215.00
1/25/2024 Survey Services Field: calculate baseline profile and cross
slopes phase 1
4135.00 540.00
1/26/2024 Survey Services Field: gridded phase 1 every 25 feet, observed
elevation bust error
8135.00 1,080.00
1/30/2024 Survey Services Field: benchrun 8135.00 1,080.00
1/30/2024 Survey Services Field: benchrun reconcile 2135.00 270.00
$4,455.00
Initial Survey not
additional work
DocuSign Envelope ID: 1D879B68-55E0-4F53-B74A-A7444C75AFC3
SUBCONTRACTOR PAYMENT REQ
Invoice Date
3/18/2024
No. 241035-2
Bill To:
Ranger Construction
Attn: Accounts Payable
101 Sansbury's Way
West Palm Beach, FL 33411
Terms
Net 15
Project:
Sebastian Airport 3205563
Thank you for your business.Total Due:
Phone: (561) 441-5354
Fax: (866) 425-2032
email: apogeeservices@bellsouth.net
703 SW 24th Avenue
Boynton Beach, FL 33435
Date Service Work Description QtyRate Amount Due
2/28/2024 Survey Services Field: revised asphalt fills 8135.00 1,080.00
3/1/2024 Survey Services Field: regrade runway west of intersection 9135.00 1,215.00
3/2/2024 Survey Services Field: calculate new runway grades 4135.00 540.00
3/11/2024 Survey Services Field: grid out phase 3 7135.00 945.00
3/12/2024 Survey Services Office: calculate grades 5-23 phase 2 and 3 2135.00 270.00
3/12/2024 Survey Services Field: grades 5-23 phase 2 and 3 7135.00 945.00
3/16/2024 Survey Services Field: field fit Taxi Bravo 8135.00 1,080.00
$6,075.00
This work was related to the revised plans,
re-calculating grades, regrading runway, and
field fitting Bravo due to existing topo tie in
points not matching what Apogee shot.
DocuSign Envelope ID: 1D879B68-55E0-4F53-B74A-A7444C75AFC3
DocuSign Envelope ID: 1D879B68-55E0-4F53-B74A-A7444C75AFC3
Can #Currently
Installed (in.)
Inventory
(in.)
Tolerance (in.)
from EOP
1 3
2 3 11/16 3/4 high
3 5 3/8 3/4 high
4 5 5/16 < 5% slope
5 3 9/16 < 5% slope
6 4 13/16 1/8 low
7 5 5/16 1/4 high
8 Inpavement
9 GOOD < 5% slope
10 GOOD < 5% slope
11 GOOD 5/8"< 5% slope
12 GOOD < 5% slope
13 Inpavement
14 None < 5% slope
15 Inpavement
16 1 & 1/16 3 3/8 high
17 Inpavement
18 5/8 & 1 1/4 high
19 1/2 & 1/16 < 5% slope
20 GOOD < 5% slope
21 3/4 3/4 high
22 GOOD 2
23 1/16 & 1/16
24 7/8 & 1/16 1/16
25 3/4 & 1/16
26 ?
27 5/8
28 1 3/4 EXT
29 3 1/8
30 1/8 < 5% slope
31 GOOD < 5% slope
32 1/2 3/8 high
33 2 < 3/4 high
34 1/2 & 1/16 2 7/16 EXT 1/16 low
Install 3" from 1(I)
Install 3 7/8" from 46(I)
Install 2 5/8" from 54(I)
Install 1" from 18
to the top of current ext/spacer height
to the top of current ext/spacer height
Install 3 5/8" from 51
Install original 2 7/16" (I)
T -HOLD field measured adj. needed *+/- 3/4"
to the top of current ext/spacer height
T -HOLD field measured adj. needed *+/- 1 1/2"
T -HOLD field measured adj. needed *+/- 1 1/8"
T -HOLD field measured adj. needed *+/- 7/8"
T -HOLD field measured adj. needed *+/- 2"
Install 3 3/4" from 49
T -HOLD field measured adj. needed *+/- 5/8"
Install 3 3/8" from 53
Install 3 15/16" from 43
T -HOLD field measured adj. needed *+/- 15/16"
T -HOLD field measured adj. needed *+/- 1 1/16"
T -HOLD field measured adj. needed *+/- 2 1/2"
Install 5/8" from 18
to the top of current ext/spacer height
CONSTRUCTION CHANGE DIRECTIVE #1 ATTACHMENT
RELOCATION OF PA INSTALLED EXTENSIONS AND SPACER
Install 3 1/8" from 29(I)
Install 3 11/16" from 2
to the top of current ext/spacer height
to the top of current ext/spacer height
Install 1/2" from 32 & 1/16" from 16
Install TWO 1/16" from 23(I)
Install 2 7/8" from 55(I)
Relocation Directive
Should be available after edge light relocates*REVISIONS IN RED
DocuSign Envelope ID: 1D879B68-55E0-4F53-B74A-A7444C75AFC3
37 3/8 & 1/16 level
38 Inpavement
39 GOOD < 5% slope
40 GOOD < 5% slope
41 GOOD < 5% slope
42 GOOD < 5% slope
43 3 15/16 9/16 high
44 3 1/16 level
45 4 5/16 1/2 high
46 3 7/8 level
47 4 11/16 3/4 high
48 3 15/16 7/16 high
49 3 3/4 1/2 Low
50 2 15/16 < 5% slope
51 3 5/8
52 3 5/16
53 3 3/8
54 2 5/8
55 2 7/8
56 3 1/8
Install 2" from 33
Install 3 1/16 from 44
Install 3/4" from 21
to the top of current ext/spacer height
to the top of current ext/spacer height
to the top of current ext/spacer height
to the top of current ext/spacer height
*Field measured the depths at T-HOLD locations with nail driven to the top of mud plate near the center
not the lowest edge, inserted location flag pin, removed with finger tips at grade then measured to make
sure inventory extensions and spacers could be used for RW edge light adjustments
T -HOLD field measured adj. needed *+/- 1/2"
T -HOLD field measured adj. needed *+/- 3/4"
T -HOLD field measured adj. needed *+/- 5/8"
T -HOLD field measured adj. needed *+/- 3/4"
T -HOLD field measured adj. needed *+/- 1/2"
T -HOLD field measured adj. needed *+/- 3/4"
Install 2 15/16" from 50
Install 1" from 16 & 7/8" from 24
GOOD no adj. <5% to the top of existing can
Install 3" from 16(I)
Install 1 3/4" from 28(I)
Install 3 5/16" from 52(I)
DocuSign Envelope ID: 1D879B68-55E0-4F53-B74A-A7444C75AFC3