HomeMy WebLinkAbout2023 CON Project Professionals Corporation - Street Resurfacing CIP No. 22-19 - Change Order No. 5PPDJECT P O E5SiCINALE c:RP!oP-1-Inr.
CHANGE ORDER MEMORANDUM
March 21, 2023
To: Roberto 'anon
Director of Engineering & Public Works/City Engineer
Engineering and Public Works Department
City of National City
From: Josh Johnson
Project Manager
Project Professionals Corporation
Project: National City Street Resurfacing FY 21/22
ClP o.: 2 -19
Subject: Change Order No. 5
Change Order No. 5 provides for:
Installing 3" of 3/4" 83 asphalt mix over the approximate 1600 SF of bus pads along E. Plaza Boulevard.
Payment for this change order was determined by force account.
Supporting Information:
Per the new detail for the bus pad, and as expressed in change orders #3 and #4, 3" of asphalt was installed over
the approximate 1600 SF of bus pads. This change orders covers for the 3" of additional asphalt placed over the
contracted "' bus pads.
Time Ajustrn e r t :
Zero (0) additional working days are to be added to the Contract as the additional work did not affect the critical
path of the approved schedule.
Cost Adjustment:
The additional cost for this change in the scope of work has been agreed upon at a lump sum price of 9.915.2 .
The cost for this work was determined by force account
The pay method and amount have been reviewed by the Project Manager and are considered fair and reasonable. The
supporting documentation is on fide with the project records.
3 21 2023
P1 J Jed Mar "" Date
CALIFORNIA
NATIONAL Orr
, ziur I
National City Street Resurfacing FY 21/22 CHANGE ORDER NO. 5
CIP NO. -19
Contractor: Eagle Paving Company, Inc.
13915 Danielson Street
Poway, C ► 92064
March 20, 2023
This`Change Order ma , . . ontracta d...h. it s obligatir andzi ts-unde-r h above-rr entioned-
contract, This change order is not effective until approved by the City.
Ti a adjustal ent:
Zero (0) additional working days are to be added to the Contract.
Cost of Change Order:
The City and the Contractor agree that the Contractor proceeded under force account with paving 3"
of 3/4" B3 asphalt mix over the approximate 1600 SF of bus pads along E. Plaza Boulevard. The
additional work includes but is not limited to setting up and taking down traffic control, applying tac oil
and paving to an approximate thickness of 3". The total amount for all labor, material, equipment and
all other associated work is 9, 15.2 .
Recommended by Project Manager: Josh Johnson, PPC
Date: 3/21/2023
By signing this Change Order the Contracto confirms that he/she is completely familiar with
and has fairly
negotiated its price, terns and conditions. If this Change Order is approved, Contractor will provide all of the
equipment, materials and labor necessary to provide a complete work as described above at that the price
stated herein. Contractor confirms that the price is fair and complete and represents all costs associated with
the work, including but not limited to all equipment, materials, labor, supervision, overhead, fees, bonds,
insurance, profit, etc. and that there will be no further compensation. All of the terms and conditions of the
original contract documents are incorporated herein. The signer for the Contractor confirms that he/she is
authorized to bind the Contractor to this Change Order.
r sdgned
Agreed and Accepted by Contractor: by Stephen
n
Houston
Date:
(Print Name and Title) Date:2023.03. 1
' 14:03135-07'00'
Approved by Project Coordinator: . ;
Date:ni
,
.A,r proved by Assistant Director of E & IDW: '' '
S.4-
Date:
.29
''''-22
Approved by City Engineer:
Date:
Approved by City Manager:
(Required for change orders $25,000 and above)
Date:
CALIFORNIA 1-0-
NA6TI0NAI, Cliry
Iurne....a ..mv.9 �_
Z' ORpoR .TI -
NATIONAL CITY STREET RESURFACING FY 21-22
CIP NO, 22-1.9
DATE: March 20, 2023
CHANGE ORDER NO. 5
WORK PERFORMED BY: Eagle Paving
DESCRIPTION OF WORK: Install asphalt over bus pads - 1600 SF at appro ,
ACCOUNTING FOR TIME, MATERIALS, AND EQUIPMENT
LA R.
a
1)
Laborer (G1)
2)
Laborer (G1)
3)
4)
5)
Laborer (G1)
Operator (G3)
Operator (3)
6)
Operator (G3)
U nit Qty
HR
HR
HR
HR
HR
HR
3.00
3.00
Wage
62.03
Total
186.09
62.03
186.09
3.00
62.03
3.00
3.00
3.00
80.76
80.76
80.76
Sub -Total Labor:
Labor Surcharge (10%)
Labor Markup (20%):
MATERIALS
Li oft
Qty
1)
2)
3/4" 3B3 Asphalt Mix
Trucking
Try
38.27
6.00
186.09
242
242.28
242.28
$ 1,85. 11
$ 128.51
282.72
TOTAL LABOR:
Rate
8/.50
1,696.34
Tot: I
145.00 $
3,348.63
870.00
3)
4)
Traffic Control Setup Demob
Ta c Oil
EQUIPMENT
2)
3)
4)
5)
6)
7)
672.86
GRAND TOTAL:
Tool Truck F250
Vibratory Plate
Jumping Jack
Low Bed
Tac Oil Distributor
Skid steer+ Grinder 30"
Steel Drum Roller (2 rollers)
LS
SF
Unit
HR
1.00
1,600.00
$ 1,850.00
0.20 $
Sub -Total Materials: $
1,850.00
320.1
6,388.63
Materials Markup (15%): $
Qty
3.00
HR
HR
HR
HR
HR
HR
3.00
3.00
3.00
1.00
3.00
3.00
9►58. 9
TOTAL I'ATERIALS,
Rate
31.50
12.00
12.00
31,99
110.00
53.25
$ 46.88
Total
94.50
36.00
36.00
95.7
110.00
$ 159.75
140.64
Sub -Total Equipment;
Equipment Markup (IW O: 100.93
TOTAL EQUIPMENT.
7,346.92
773.79
Subtotal: -7411.11.' ,817.05
1% Bond: rrirrii.7
9,915.22