Duncan Canyon & Citrus Avenue Traffic Signal Improvements Total Change Order Construction Contingency
(10%)
Excess of Contingency
(10%)
Engineering,
Surveying
City Inspection,
Permit Fees SCE Fees Bonds (2%) Administrative
Overhead (15%)
1,167,381.00 - 848,303.00 84,830.00 - 72,700.00 - 2,914.00 18,663.00 139,970.00 - 55,463.94 - 29,366.06 - - - - - - - - 848,303.00 - - 72,700.00 - 2,914.00 18,663.00 139,970.00 - 33,267.20 - - - - - - - - - - 848,303.00 - 3,901.14 72,700.00 - 2,914.00 18,663.00 139,970.00 - (39,493.19) - 35,592.05 - - - - - - - - 848,303.00 - - 72,700.00 - 2,914.00 18,663.00 139,970.00 - 9,506.78 - 26,085.27 - - - - - - - - 848,303.00 - - 72,700.00 - 2,914.00 18,663.00 139,970.00 - 57,279.35 - - - - - - - - - - 848,303.00 - 31,194.08 72,700.00 - 2,914.00 18,663.00 139,970.00 1,167,381.00 - - - - - - - - - Change Order No. 03 Cost After Contingency Applied…...............................................................................
Change Order No. 04…...............................................................................
Change Order No. 04 Cost After Contingency Applied…...............................................................................
Updated Reimbursable Contract (if Approved)…...............................................................................
Change Order No. 05…...............................................................................
Change Order No. 05 Cost After Contingency Applied…...............................................................................
Original Reimbursable Contract…...............................................................................
Change Order No. 01…...............................................................................
Change Order No. 01 Cost After Contingency Applied…...............................................................................
Change Order No. 02…...............................................................................
Change Order No. 02 Cost After Contingency Applied…...............................................................................
Change Order No. 03…...............................................................................
CHANGE ORDER NO. 5
EXHIBIT C
Improvement:
Hard Costs Soft Costs
MUROW | 16800 Aston St. Suite 200, Irvine, CA 92606
Change Order Form for Construction Contracts Under a Reimbursement Agreement.
PART I.
Project: Change Order Date: 03/04/26
Agreement Type: Agreement Date: 04/14/25
Discrete Component:
Developer:
Telephone: Telephone:
PART II.
Unit
Measure Cash --
1. 3,029.0 SF 7.58 22,959.82 22,959.82 -
2. 3,029.0 SF 9.32 28,230.28 28,230.28 -
3. 3,029.0 SF 2.01 6,089.25 6,089.25 - TOTAL: 57,279.35 57,279.35 -
PART III.
Acknowledge by:
Acknowledge by:
Acknowledge by:
Acknowledge by:
Acknowledge by:
Acknowledge by:
Agency (City of Fontana) Date
Agency (City of Fontana) Date
Agency (City of Fontana) Date
Agency (City of Fontana) Date
Additional Grind 0.17'
Additional Pave 0.17'
Traffic Control
Developer (The Previti Group) Date
Contractor (Belco) Date
Description of Work: GT General Inc. has provided a Change Order Request to perform additional grind and overlay work at the Duncan Canyon & Citrus Avenue Traffic Signal.
GT General's proposal includes total costs of $57,279.36. This additional work is the result of direction provided by the City Inspection Team. GT General's scope includes grind and overlay of 0.17' at the NE and SE corners of the Citrus Ave. intersection. A mark-up of the plan set is attached to identify the areas where additional grind and overlay was requested.
GT General to call for City Inspector at least 24 hours in advance to monitor all work associated with Change Order. GT General will provide material receipts, equipment charges, and timesheets on a daily basis to the City Inspector.
Breakdown of Change Order:
Item Description Qty Unit Cost Total Eligible for Reimbursement Corona, CA 92879 Ontario, CA 91764
951.545.5402 909.354.8000
Plan Revision Required:
Field Change Required:
Traffic Signal
Contractor: GT General Inc. The Previti Group
1912 Elise Circle 2151 E. Convention Center Way, Ste. 114 CHANGE ORDER NO. 5
Jurisdiction:City of Fontana
Duncan Canyon & Citrus Avenue Improvements
Cash
Yes
Yes
No
No
MUROW | 16800 Aston St. Suite 200, Irvine, CA 92606
1912 Elise Circle., Corona, Ca 92879
25-079H Date:
Customer: Project Name:
Address: 2151 E. Convention Center Way, Suite 114
City: Ontario, CA 91764 Project address:
Attn: [email protected] City: Fontana, CA
Scope of Work: Provide and place, labor and material to complete the following:
Item No. Bid Qty U/M Unit Price Item Total
PREVAILING WAGE
01-01
1.00 LS 5,509.82$
1.00 LS 17,450.00$
1.00 LS -$
3029.00 SF $7.58 22,959.82$
01-02
1.00 LS 11,084.20$
1.00 LS 12,372.00$
1.00 LS 4,774.08$
3029.00 SF $9.32 28,230.28$
01-03
1.00 LS 2,656.50$
1.00 LS 3,432.75$
1.00 LS -$
3029.00 SF $2.01 6,089.25$
57,279.35
Proposal:
Item Description
2/5/2026
The Previti Group
Thank you for the opportunity to bid on this project. GT General proposes to perform the following scope of work based on quantities Scale measured onsite.
Grind 0.17' At the NE, SE Corners & 2 Crossing OF
Duncan And Citrus. (Traffic Control Included)
Labor
Equipmenmt
Material
Pave 0.17' At the NE, SE Corners & 2 Crossing OF
Duncan And Citrus. (Traffic Control Included)
Labor
Equipmenmt
Material
Duncan Canyon & Citrus - Corner Overlay
Duncan Caanyon Rd & Citrus Ave.
Traffic Control
Labor
Equipmenmt
Material
GT General Inc. | [email protected]
1912 Elise Circle., Corona, Ca 92879 | Lic. #1105565 | DIR# 1001051342
1912 Elise Circle., Corona, Ca 92879
GENERAL CONDITIONS
1. Job is bid Prevailing wage for labor, ready mix company, & other suppliers.
2. Job is Based on Grade Ready.
3. 4. Work to be done during normal business hours Monday-Friday 7 am – 3:30 pm
5. 6.
7. Bonding is NOT included.
8. Prices are good through 03/30/26 and subject to change after expiration date due material costs.
9. 10.
11. 12. Traffic Control IS included In any item Unless Otherwise Noted or Priced.
13. Price Excludes Trench Plates, Light towers, CMS Boards, and Traffic Control Plan.
14. All Dirt spoils will be hauled and left onsite. Processing and moister by others.
15. All Landscape Irrigation will be Lowered, Moved, Cut, Capped And restored By others.
16. 17.
PAVING CONDITIONS
1. 2.
3. 4.
5. 6.
7. 8.
9. Tack is to be applied on vertical edges only.
Notification and/or posting of signs in preparation for street work to be done by others.
GT General is not responsible Pavement sinking or settling resulting from failure or settling of sub-grade from water erosion, improper compaction or other causes beyond control of scope of work.
Grade will be compacted to a relative 95% compaction only if existing soil conditions are feasible. Any deemed wet/saturated areas determined by inspector/testing areas will be stabilized by others or on T&M.
GT will not and cannot be held responsible for scheduling conflicts and/or as a result of material and trucking shortages, and/or as a result of raw material unavailability, including but not limited to the unavailability of power.
GT General is not responsible for Damage to underground utilities not shown on blue prints, details, not marked on or off site, not buried at appropriate depths or found to be buried in or directly beneath the concrete or asphalt being removed. GT will not be responisble damages or repairs to confliting utilities.
Excludes any Landscape and Irrigation Repair, Underground Utility repair, Caulking, Joint seal, Prime Coat, Redwood Header, Weed kill, Underground removals, Patch back at new curbs, gutters, ramps or driveways, reinforcing steel Unless Otherwise Noted(UON).
Backfilling and grading after asphalt patch/paving to be done by others.
Due to the Volatility of asphalted oil from asphalt concrete suppliers, the asphalt concrete used in this bid is subject to price adjustments, every 30 days, adjusted for the current price of a barrel of oil.
Asphalt is to be installed in ONE (1) course.
Adjusting and supplying of utility box’s, water valves, man holes, etc. in AC is not included.
Quantities used are approximate and subject to physical measurement on site. Corrections, if necessary, will be made using the unit price.
This proposal includes all labor and material to complete as listed above. This proposal excludes plans, permits & Deputy inspector.
GT General Bills on a Net 30 Basis Unless Noted Different in Contract. A 1.5% Fee Will Be added per Month to any Late Progress Payment and/or Invoice.
Job is base on ONE (1) mobilization. (1) Grind & Overlay. Additional move’s will be $9,500 each.
CONDITIONS
Cost to apply water is included, water to be supplied by others.
Contract must include all items listed on proposal. If individual line items are wanted and others not wanted, pricing may be subject to change.
GT General Inc. | [email protected]
1912 Elise Circle., Corona, Ca 92879 | Lic. #1105565 | DIR# 1001051342
1912 Elise Circle., Corona, Ca 92879
10. 11.
12. 13.
14. 15
GT General is fully licensed, bonded and insured.
If this proposal is acceptable and returned signed, a contract shall be signed by both parties and attached to the contract.
Date
Authorized Customer/Agency Name Printed
Date
GT Authorized Name Printed
GT Authorized Signature
Reflective cracking or water drainage problems from any new asphalt patching overlays due to preexisting pavement conditions, including but not limited to poor or unstable base conditions improper grades, or underlying water problem, etc.
GT General not responsible for Damage to cars, concrete, shoes, clothes, carports, or any other items as a result of getting onto the asphalt prematurely.
GT General cannot be held liable for unforeseeable conditions and additional labor, material, equipment, disposal charges, etc. will be applied if, and not limited to: Asphalt fabric of any kind is found in the existing asphalt during the grinding or demolition of said pavement. When removing and replacing existing asphalt it is discovered that thickness is more than stated in the body of the contract. Standing time or work delays that are incurred, which will be billed as an additional cost to the customer as per the crew onsite.Striping is not Included in Asphalt Item.
Authorized Customer/Agency Signature
GT General is not responsible for Damage to underground utilities not shown on blue prints, details, not marked on job site, not buried at appropriate depths or found to be buried in or directly beneath the concrete or asphalt being removed.
GT General is not liable for Drainage of existing and/or designed pavement or existing with fall of less than 2% and less than 1% of fall for concrete.
GT General Inc. | [email protected]
1912 Elise Circle., Corona, Ca 92879 | Lic. #1105565 | DIR# 1001051342
TITLE SHEET
DRAWN BY:
DESIGNED BY:
CHECKED BY:
CITY OF FONTANA, CALIFORNIA
SIGNING & STRIPING PLAN INTERIM PHASE 1
DRAWING NO.:
SCALE:
DATE:
E.L.
E.L.
www.urbanXroads.com
TELEPHONE # 949-660-1994
VICINITY MAP
SHEET INDEXSHEET NO.
1TITLE SHEET1OF2
2OPENING DAY SIGNING & STRIPING PLAN - DUNCAN CANYON ROAD & CITRUS AVENUE (500' FROM INTERSECTION)2OF2 APPROVED BY: DATE: 7/15/2025
BRENDAN W. DUGAN R.C.E. 79075B.D. GIA LAM KIM/ CITY ENGINEER R.C.E. 62296 SIGNING AND STRIPING GENERAL NOTES:
DWG 6512
09/04/2025
9/9/2025
DUNCAN CANYON ROAD &
(500' FROM INTERSECTION)
CITRUS AVENUE
BRENDAN W. DUGAN R.C.E. 79075
DRAWN BY:
DESIGNED BY:
CHECKED BY:APPROVED BY:
CITY OF FONTANA, CALIFORNIA
SIGNING & STRIPING PLAN INTERIM PHASE 1
DATE: DRAWING NO.:
SCALE:
DATE:
E.L.
E.L.
B.D.
160 120 80 20 40 0
SCALE: 1" = 40'
www.urbanXroads.com
TELEPHONE # 949-660-1994
7/15/2025
PROJ. DWY.
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SIGNING AND STRIPING GENERAL NOTES:
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BEGIN
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EX. C&G
EX. MEDIAN
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R/W
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5' TYP.
CW
CW
CW
CW
RM
RM
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17' 22' 12' 5'
STA 103+10
38 150'
38A 150'
D WHITE
22 240'PA TYPE IV (L) x 2
66'
78'
55'
43'
14' 24'-0' 17'-33'
68'
58'
46'
56'
13'
12'5'12'1
0'
12'
3' 14'
12'
9'
58'
66'
46'
54'
VAR.
11'
12'
12'
12'4'12'
14'22'15'
PA
RM
RM
RM
(45 MPH)
CITRUS AVE.(45 MPH)
W3-189:!"# RS
W3-3IP
89:LMNO
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50'
W3-1 89:!"#RS
W3-3 IP
89:LMNO
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RM
89:LMNO
NEW SIGN LEGEND:
W3-3
LEGEND:
TS
RM TYP.
TS
IP
SIGNING CONSTRUCTION NOTES:
IS
EX
RS
STRIPING CONSTRUCTION NOTES:
CW
S
12A
PA
PD
38 38A
22 12'11'11'
3'
5'
50'
W3-1 89:!"# RS
W3-3 IP
89:LMNO
PD 2 x "SIGNAL" & "AHEAD"
R/W
R/W
68'58'
46' 56'
13'12'5'12'10'12'
3'
14'12'9'
W3-1 89:!"#RS
W3-3 IS
89:LMNO
BLUE IRIS ST.
R/W
R/W 58'66'
46'54'
VAR.11'12'12'12'4'12' 3'
38 240' 38A 240' S 50'
SEE BELOW - RIGHT
CITRUS AVE.
SEE BELOW - LEFT
CITRUS AVE.
SIGNING & STRIPING PER DWG. NO. _____
DUNCAN CANYON
RD.
SEE ABOVE - RIGHT
DUNCAN CA
NYON RD.
SEE BELOW
MATCH LINE
SEE ABOVEMATCH LINE
12A 320'
2' SHIFT @ 45MPH = 90'
39 250' 38A 250'
RM
RM
RM
4' SHIFT @
45MPH = 180'
13'11'5'
22'40'
1'
14'14'13'15'5'
12A 630'
CITRUS AVE.(45 MPH)
SIGNING & STRIPING PER DWG. NO.
3'
10'
INSIDE
10'
INSIDE
10'
INSIDE
10'
INSIDE
4 x TYPE IV (L)
CITRUS AVE.(45 MPH)
D
39 39A 2 x 120'
39A
R3-7
bcdl
EX
ßàáoBIKE LANEÆÇÈ
ANY
TIME
R26(S) (CA) EX ÆÇÈ
ANY
TIME R26(S) (CA) EX
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123; FGHR8
EX R2-1 "45" EX R4-7
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EX R1-1
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JOIN EX. STRIPING STA 105+00
15'
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38A150' 38A150'
37B95'
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27B190'
14'
bcdlR3-7(R)
37B
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DWG 6512
09/04/2025
9/9/2025