2009-008ORDINANCE NO. %009 "Oh .
AN ORDINANCE AUTHORIZING THE CITY MANAGER TO EXECUTE CHANGE ORDER
NUMBER THREE TO THE CONTRACT BETWEEN THE CITY OF DENTON AND JRJ
PAVING LP.; PROVIDING FOR THE EXPENDITURE OF FUNDS THEREFOR; AND
PROVIDING AN EFFECTIVE DATE (BID 3897-SHADY OAKS AND BRINKER PAVING AND
DRAINAGE IMPROVEMENTS CHANGE ORDER NUMBER THREE IN THE AMOUNT OF
$32,474.60).
WHEREAS, on January 8, 2008 by Ordinance No. 2008-011, the City awarded a public
works contract to JRJ Paving LP, in the amount of $2,884,059.98 for the Shady Oaks and Brinker
Paving and Drainage Improvements project;
WHEREAS, the Staff having recommended, and the City Manager having recommended to
the Council that a change order be authorized to amend such contract agreement with respect to the
scope of work and an increase in the payment amount, and said change order fees under the proposed
contract are fair and reasonable and are consistent with and not higher than the recommended
practices and fees published by the professional associations applicable to the Provider's profession
and such fees do not exceed the maximum provided by law; NOW, THEREFORE,
THE COUNCIL OF THE CITY OF DENTON HEREBY ORDAINS:
SECTION 1. The Change Order Number Three, increasing the amount of the contract
between the City and JRJ Paving LP, which is on file in the office of the Purchasing Agent, in the
amount of Thirty Two Thousand Four Hundred Seventy Four and 60/100 ($32,474.60) Dollars, is
hereby approved and the expenditure of funds therefor is hereby authorized in accordance with said
change order. The total purchase order amount increases to $2,936,629.88.
SECTION 2. This ordinance shall become effective immediately upon its passage and
approval.
PASSED AND APPROVED this the day of Owum, 2009.
MAYOR
ATTEST:
JENNIFER WALTERS, CITY SECRETARY
BY:
U
APPROVED AS TO LEGAL FORM:
ANITA BURGESS, CITY ATTORNEY
BY:
Bid 3 Bid 3897
CITY OF DENTON CHANGE ORDER
1. Division (Department)
2. Purchase Order No.
3. Change Order No.
CIP and Utility Engineering
137430
3
4. Name of Project
5. Project Acct No.
6. Date Prepared
Shady Oaks drainage
Improvements
350150446.1360.40100
12/17/08
7. Name and Address of Contractor
JRJ Paving, LP
1805 Royal Lane, Suite 107
Dallas, TX 75229
8. Description of Work Included in Contract
This project consists of the construction of a four lane divided new roadway with Asphalt pavement and concrete curb
and gutter. The construction includes storm sewer, cross drainage structures, and a stub out for the future Brinker
Road connection
9. Changes ordered and reason ordered
The first part of this change order is to compensate the contractor for additions to the original contact including:
• (Items A to F) The repair of two large sections of the existing Shady Oaks pavement that have failed.
The two sections pond water after a rain event the width of the outside lane. This change order is
necessary to ensure the storm water runoff enters the storm drain system and improves the safety of the
traveling public.
• (Item G) This change order is also necessary to compensate the contractor for the installation of a
pedestrian hand rail in the area the sidewalk passes over the 10' x 10' Box Culverts. This addition to the
plans is necessary to improve safety of the traveling public.
The second part of this changer order is to adjust the bid item quantities to reflect the actual work performed. (Items H
to 00
10. Contract Changes
Bid
Original
Contract
Revised
Negotiate
Original
Revised
Item
Estimated
Unit Price
Estimate
d C.O.
Estimated
Estimated Cost
No
Quantity
Quantity
Unit Price
Cost
A) Mill 2" to 4" asphalt
New
N/A
N/A
927
9.04
N/A
8,380.08
B) Remove Curb and Gutter
New
N/A
N/A
257
3.50
N/A
899.50
C) Level up Asphalt
New
N/A
N/A
927
13.28
N/A
12,310.56
D) 2" TY C Asphalt Surface
New
N/A
N/A
927
13.28
N/A
12,310.56
Course
E) Crack Seal (rubber
New
N/A
N/A
1
1,000.00
N/A
1,000.00
sealer or millings)
F) Replace Pavement
New
N/A
N/A
1
1,000.00
N/A
1,000.00
Marker Buttons
G) Pedestrian Handrail
New
N/A
N/A
130
198.00
N/A
25,740.00
PDR-06 Type E
.
H) Stockpile & Spread 4"
1-8
75,100
0.65
73,978
N/A
48,815
48,085.70
To Soil
1-12
N/A
Erosion Control Blanket
14,300
0.75
13,513
10,725.00
10,134.75
1-14
N/A
J 4" Concrete Sidewalk
23,830
3.47
22,869
82,690.10
79,355.43
1-15
N/A
K SWX Rams
3
750
2
2,250.00
1,500.00
L) Adj. Fire Hydrants to
1-19
N/A
Proposed Grade
3
1428
2
4,284.00
2,856.00
M) Lime for Stabilization (70
Ibs/SY)
II-2
1,250
116.40
1,297
N/A
145,500.00
150,970.80
N) 16" CC Pavement Class
C- Color Textured
II-5
55
162.75
39
N/A
8,951.25
6,347.25
O) 4" CC Pvmt Class A
Med Pvmt Stamped &
Colored
II-6
550
56.05
493
N/A
30,827.50
27,632.65
P) 6" Curb & Gutter
II-7
19,050
10.28
18,294
N/A
195,834.00
188,062.32
Q) 9" Curb & Gutter
II-8
650
18.35
651
N/A
11,927.50
11,945.85
R) 3" Mountable Curb
11-9
120
3
76
N/A
360.00
228.00
S)14' Recessed Curb Inlet
III-2
3
3,223.2
2
N/A
9,669.60
6,446.40
T) 4'x4' Type Y Drop Inlet
III-4
2
2,193
2
N/A
4,386.00
2,193.00
U) 18" Storm Drain
III-7
168
32.64
263
N/A
5,483.52
8,584.32
V) 21" Storm Drain
III-8
918
37.23
843
N/A
34,177.14
31,384.89
W) 24" Storm Drain
III-9
846
40.8
934
N/A
34,516.80
38,107.20
X) 30" Storm Drain
III-10
540
54.06
612
N/A
29,192.40
33,084.72
Y) 36" Storm Drain
III-11
84
65.79
168
N/A
5,526.36
11,052.72
Z) 48" Storm Drain
III-12
198
105.06
191
N/A
20,801.88
20,066.46
AA) Trench Safety Syst
III-18
3,306
0.21
3,011
N/A
for Trench Depth over 5
ft
694.26
632.31
BB) 24" Concrete Cap
III-19
2
663
1
N/A
1,326.00
663.00
CC) CCTV Inspection
III-21
2,754
1.02
3,011
N/A
18" to 48" Pie
2,809.08
3,071.22
DD) Small Signs
IV-1
16
367.5
20
N/A
5,880.00
7,350.00
EE) Reflective Buttons
IV-3
240
2.63
224
N/A
(Type II CR-4
631.20
589.12
FF) Reflective Buttons
IV-4
68
2.63
28
N/A
(Type II-YY-4
178.84
73.64
GG) 4" Solid White
IV-5
1,220
0.69
956
N/A
Stripe ( Type
(Thermoplastic)
841.80
659.64
HH) 4" Broken White
IV6
2,400
0.69
2,250
N/A
Strip (Type
Thermo lastic
1,656.00
1,552.50
11) 4" Solid Yellow Strip
IV-7
700
0.69
570
N/A
Type I (Thermoplastic
483.00
393.30
JJ) 8" Solid White Strip
IV-8
950
1.53
705
N/A
(Type I (Thermoplastic)
1,453.50
1,078.65
KK) 8" Dotted White
IV-9
180
1.53
120
N/A
Strip (Type 1)
(Thermoplastic)
275.40
183.60
LL) 24" Solid White Strip
IV-10
200
5.25
222
N/A
(Type I (Thermoplastic)
1,050.00
1,165.50
MM) 24" Solid Yellow
IV-11
40
5.25
28
N/A
Strip (Type
1 )(Thermo plastic)
210.00
147.00
NN) PVMT
IV-12
9
105
8
N/A
Symbols(Type 1)
(Thermoplastic)
945.00
840.00
00) 48" Steel Casing
A3-1
113
188.07
0
N/A
Pie B Open Cut
21,251.91
-
TOTAL 725,604 758,078.64
11. Change Order # 3 Increase in
Original Contract Price $ 2,884,059.98 contract price $ 32,474.60
Previous C.O. total $ 20,095.30
New Contract Price $ 2,936,629.88 Decrease in contract price
12. Contract time increased/decreased by 10 days. New contract time 256 days.
THE AFOREMENTIONED CHANGE, AND WORK AFFECTED THEREBY, IS SUBJECT TO ALL CONTRACT STIPULATIONS
AND COVENANTS.
13. SUBMITTED BY:
14. ACCEPTED BY CITY ENGINEER:
15. ACCEPTED BY CONTRACTOR: &ALC,. " (q(L
Title
16. ASSISTANT CITY MANAGER:
17. DIRECTOR OF UTILITIES:
CONDITIONS OF APPROVAL:
18. PURCHASING/FINANCE:
19. COUNCIL APPROVAL (IF NEEDED)
IE . /z ig
Date
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Date
J-g
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Sign ure Date
Signature Date
Signatu !2- Da e
Signature Date