Item 9AItem 9A
CITY OF
SOUTH LAKE
MEMORANDUM
(August 20, 2013)
To: Shana Yelverton, City Manager
From: Robert H. Price, P.E., Director of Public Works
Subject: Award construction of North Kimball Avenue from Kirkwood
Boulevard to Dove Road to Pavecon, LTD in the amount of
$3,464,780.40
Action
Requested: Award construction of North Kimball Avenue from Kirkwood
Boulevard to Dove Road to Pavecon, LTD in the amount of
$3,464,780.40.
Background
Information: This project includes the widening of North Kimball Avenue from
Kirkwood Boulevard to East Dove Road from a 2-lane asphalt
roadway to a 4-lane divided concrete roadway including
landscaped medians, as adopted by the City Council in the Master
Thoroughfare Plan.
The construction of North Kimball Avenue from Kirkwood Boulevard
to Dove Road is a partnership between Southlake and Grapevine in
anticipation of the increased traffic due to the construction of the
DFW Connector project on SH114. Once the construction along
SH114 is complete, Kimball Avenue will be the easternmost
entrance onto the SH114 main lanes from which traffic will be able
to access the managed lanes.
Approximately 2,500 linear feet of 12-inch water line and 2,000
linear feet of 8-inch sanitary sewer improvements will be
constructed along North Kimball Avenue from Kirkwood Boulevard
to Dove Road to comply with the City's water and wastewater
master plans. Also included in the project are 2,200 linear feet of
storm drain, 6-foot sidewalks on either side of the roadway,
landscaping and irrigation, decorative hardscape, and concrete
rock veneer retaining walls and screening walls.
Four (4) bids were received on July 30, 2013 for the construction of
North Kimball Avenue. The bids have been reviewed by Kimley-
Horn and Associates, Inc. and city staff and are tabulated as
follows..
Contractor Standard Bid (A) Time Bid x $1,000 (B) A+B
Pavecon, LTD. $3,464,780.40 300 x $1,000 $3,764,780.40
JLB Contracting, LLC $3,505,708.28 470 x $1,000 $3,975,708.28
Quality Excavation, Ltd. $3,685,448.25 356 x $1,000 $4,041,448.25
Lone Star Civil Const., Inc.$3,733,422.02 350 x $1,000 $4,083,422.02
The city instituted a slightly different bidding process in order to try
and have the project completed at an accelerated pace. An "A+B"
bidding process was used whereby the contractors bid the number
of calendar days for the construction of the project. An
incentive/disincentive is established based on completing the
project within the timeframe. In summary, the "A+B" bidding
method requires the contractor to consider both the cost of
constructing the project along with the time required for final
acceptance of the project.
The "A" component is the traditional bid amount (sum of all bid
prices). The "B" component is the "bid" of the total number of
calendars days determined by the contractors to complete the
project, multiplied by an specified dollar amount per day (as
determined by the City). In this case, the city determined the dollar
amount per day for incentive/disincentive as $1,000 per day along
with the maximum incentive of $30,000 for completing the project at
least 30 days early. Pavecon, the low bidder, bid 300 days for the
construction of the project; therefore, the "B" amount is $300,000.
The total "B" amount ($300,000) is only used for the basis of
comparing bids and not to be used to determine final payment. The
project is recommended to be awarded to the contractor with the
lowest total "A+B" amount. The recommended amount of the
contract that Council will be considering is only the "A" component.
Again, the "B" component is only used for a basis of determining
the low bidder.
At the completion of the project, the calendar days are counted and
any days over/under are multiplied by the specified $1000/day to
determine the final incentive/disincentive amount, up to $30,000
maximum. If the Contractor goes over the 300 calendar days to
complete the project, the Contractor is charged the specified
$1000/day for each day they are over with no maximum
disincentive.
A breakdown of Southlake's portion of major project components of
the bid is as follows:
Description Cost
Paving
$1,424,949.93
Drainage
$163,645.53
Water
$296,183.67
Sewer
$140,384.85
Sidewalks
$175,135.81
Landscape/Irrigation
$155,879.96
Total Southlake Cost $2,356,179.75
Total Grapevine Cost $1,108,600.65
Total Construction Bid $3,464,780.40
The low bid was approximately 10% higher than the engineer's
estimate of $3,173,645. Kimley-Horn Associates, Inc.
recommends award of the contract to the low bidder, Pavecon,
LTD. The City Staff concurs in this recommendation.
Financial
Considerations: The recommended contract award amount is $3,464,780.40. The
contract amount is approximately 10% higher than the design
consultant's opinion of probable costs. The proposed FY2014 CIP
annual budget submitted for City Council's consideration has
requests of an additional $1,000,000 in the FY14 General Fund
Capital Improvement Plan and $500,000 in the FY14 Utility Fund
Capital Improvement Plan budget to complete this project.
A portion of North Kimball Avenue north of Shady Lane is within the
city limits of Grapevine. The inter local agreement between the
cities of Southlake and Grapevine for the construction of Kimball
Avenue from Shady Lane to Dove Road spells out the funding
agreement between the two cities. The City of Grapevine will
reimburse the City of Southlake 100% of the cost of their
construction, material testing and their utility relocations. The final
participation amount shall be determined from the actual
construction contract unit bid items and prices. Based on the bids
received, the City of Grapevine's share of the cost is
$1,108,600.65.
The City of Grapevine will also reimburse the City of Southlake its
share of the design cost as a percentage of the total construction
cost. Grapevine's proportional share of the engineering design of
the project is $138,099.58, which is approximately 12.7% of the
total design cost of the project.
Strategic Link: The construction of Kimball Avenue links to the city's strategy map
relative to focus area of Mobility, Infrastructure, Partnerships and
Volunteerism, and Performance Management and Service Delivery.
The specific corporate objectives that are met by this construction
project are to provide travel convenience within the City and region,
to invest to provide and maintain high quality public assets,
promote opportunities for partnerships and volunteer involvement
and to collaborate with select partners to implement service
solutions. The Critical Business Outcome is to optimize resources
through collaboration and partnerships to reduce costs and add
service value.
Citizen Input/
Board Review: N/A
Legal Review: This is the standard construction services contract that has been
previously reviewed by the City Attorney.
Alternatives: The Council may award the contract to Pavecon, LTD or reject all
bids.
Supporting
Documents: Location Map
Recommendation Letter
Bid Tabulation
FY2014 CIP Project Status Form
Staff
Recommendation: Award construction of North Kimball Avenue from Kirkwood
Boulevard to Dove Road to Pavecon, LTD in the amount of
$3,464,780.40
Staff Contact: Robert H. Price, P.E., Public Works Director
Cheryl Taylor, P.E., City Engineer
Steven D. Anderson, P.E., CFM, Civil Engineer
Legend
46 Pro,'
S- 7.
OD
�tjmpq,-, U-1 I
`= Kimley-Horn
and Associates, Inc.
July 31, 2013
Via Mail and Email
Ms. Cheryl Taylor, P.E.
City of Southlake
1400 Main Street, Suite 320
Southlake, Texas 76092
Re: North Kimball Avenue (Kirkwood Boulevard to Dove Road)
Bid Results
KHA No. 061237001
Dear Cheryl:
On July 30, 2013, the City of Southlake received bids for the North Kimball Avenue
(Kirkwood Boulevard to Dove Road) project. Each bid submitted consisted of two parts
Standard Bid (A) and Time Bid (B). A daily value of $1,000 per calendar day was
established as an incentive -disincentive provision. A maximum incentive of $30,000 was
established ($1,000 per day for early completion up to 30 days) with no maximum
disincentive ($1,000 per day over the Time Bid). The sum ofA+B was used to determine
the lowest evaluated bid. The following four bids were received, and detailed bid
tabulation is attached for your review.
Contractor
Standard Bid (A)
Time Bid x $1,000 (B)
A+B
Pavecon, LTD.
$3,464,780.40
300 x $1,000
$3,764,780.40
JLB Contracting, LLC
$3,505,708.28
470 x $1,000
$3,975,708.28
Quality Excavation, Ltd.
$3,685,448.25
356 x $1,000
$4,041,448.25
Lone Star Civil Const., Inc.
$3,733,422.02
350 x $1,000
$4,083,422.02
Kimley-Horn and Associates, Inc. has reviewed the low bidder's qualifications and has
verified that the Contractor's bonding company is licensed in the State of Texas. Based
on these reviews, it appears that Pavecon, Ltd. is the lowest responsive bidder based on
the sum of A+B in the amount of $3,764,780.40 with 300 calendar days. The contract
award amount to be considered by Council is based on the Standard Bid (A) component
only ($3,464,780.40) plus a bonus incentive of up to $30,000.
If you have any questions or comments, please give me a call.
Very truly yours,
KIMLEY-HORN AND ASSOCIATES, INC.
L. Nathan Ante, P.E.
LNA:j 1p
Enclosure
KALAC Roadway\061237.001\CCA-PHASE2\Bidding\Rec Award Letter.doc
■
Suite 275
2201 West Royal Lane
Irving, Texas
75063-3206
TEL 214 420 5600
FAX 214 420 5680
BID TABULATION
KIMLEY-HORN AND ASSOCIATES, INC.
CHECKED BY:�^-�-
Nathan Ante, P.E., 7/30/13
Owner: City of Southlake
Job No.: 61237001
Project: North Kimball Avenue (Kirwood Blvd to Dove Road)
Date: July 30, 2013
BIDDER 1
BIDDER 2
BIDDER 3
BIDDER 4
Pavecon , LTD
3 222 Roy Orr Blvd.
Grand Prairie, Texas 75050
JLB Contracting, LLC
P.O. Box 24131
Fort Worth, Texas 76124
Quality Excavation, Ltd.
5700 US Hwy 377
Aubrey, Texas 76227
Lone Star Civil Construction, Inc.
320 Windsor Centre Trail, Ste 500
Flower Mound, Texas 75028
Item No.
Item Description
Quantity
unit
unit Price
Item Cost
unit Price
Item Cost
unit Price
Item Cost
unit Price
Item Cost
Base Bid
1 IMOBILIZATION 1 LS
$164,016.16
$164,016.16
$138,650.00
$138,650.00
$86,000.00
$86,000.00
$322,419.60
$322,419.60
2
GENERAL SITE PREPARATION
1
LS
$118,172.00
$118,172.00
$68,200.00
$68,200.00
$136,000.00
$136,000.00
$185,384.66
$185,384.66
3
UNCLASSIFIED STREET EXCAVATION
26,000
CY
$8.55
$222,300.00
$16.90
$439,400.00
$15.00
$390,000.00
$9.06
$235,560.00
4
BORROW/EMBANKMENT
4,000
CY
$8.27
$33,080.00
$5.15
$20,600.00
$19.00
$76,000.00
$9.27
$37,080.00
5
TEMP EROS, SEDIMENT AND WATER POLLUTION
1
LS
$22,789.48
$22,789.48
$12,190.00
$12,190.00
$48,000.00
$48,000.00
$17,525.84
$17,525.84
6
8" REINF CONC PAVEMENT CL P1 , P2 WITH
25,000
SY
$39.20
$980,000.00
$37.59
$939,750.00
$40.00
$1,000,000.00
$41.00
$1,025,000.00
7
RIBBON CURB DOVE CLA
300
LF
$24.18
$7,254.00
$9.60
$2,880.00
$19.00
$5,700.00
$31.02
$9,306.00
8
CEMENT STABILIZED SUBGRADE 6"
29,000
SY
$3.96
$114,840.00
$2.15
$62,350.00
$3.50
$101,500.00
$2.62
$75,980.00
9
CEMENT 42 LBS/SY
609
TON
$119.05
$72,501.45
$117.00
$71,253.001
$117.00
$71,253.00
$124.75
$75,972.75
10
2" HMAC SURFACE COURSE TY D
1,550
SY
$12.09
$18,739.50
$10.40
$16,120.00
$13.00
$20,150.00
$14.01
$21,715.50
11
3" HMAC BASE COURSE TY B
650
SY
$22.05
$14,332.50
$15.25
$9,912.50
$22.00
$14,300.00
$20.52
$13,338.00
12
6" HMAC BASE COURSE TY B
900
SY
$29.56
$26,604.00
$29.05
$26,145.00
$39.50
$35,550.00
$36.21
$32,589.00
13
CONCRETE DRIVEWAY APPROACH
785
SY
$37.43
$29,382.55
$45.85
$35,992.25
$46.00
$36,110.00
$40.39
$31,706.15
14
ASPHALT DRIVEWAY 2" TY D ON 4" TY B ON
380
SY
$36.30
$13,794.00
$46.50
$17,670.00
$35.50
$13,490.00
$45.91
$17,445.80
15
CONCRETE DRIVEWAY (6" REINF ON COMPACTED
SUBGRADE
80
SY
$37.43
$2,994.40
$45.85
$3,668.00
$46.00
$3,680.00
$64.01
$5,120.80
16
CONCRETE DRIVEWAY GRAHAMS
200
SY
$41.58
$8,316.00
$51.10
$10,220.00
$68.00
$13,600.00
$51.54
$10,308.00
17
CONCRETE DRIVEWAY SHARED ACCESS
425
SY
$40.33
$17,140.25
$49.251
$20,931.25
$73.00
$31,025.00
$44.78
$19,031.50
18
REINF CONCRETE STREET HEADER
570
LF
$13.56
$7,729.20
$8.55
$4,873.50
$16.00
$9,120.00
$6.42
$3,659.40
19
5" REINF CONC SIDEWALK 3,000 PSI
4,000
SY
$33.44
$133,760.00
$39.60
$158,400.00
$36.00
$144,000.00
$35.11
$140,440.00
20
REINF CONC SIDEWALK ADJACENT TO RETAINING
250
SY
$62.07
$15,517.50
$48.80
$12,200.00
$55.00
$13,750.00
$49.80
$12,450.00
21
RETAINING WALL ADJACENT TO SIDEWALK HT UP
1,600
SF
$27.46
$43,936.00
$12.15
$19,440.00
$25.00
$40,000.00
$35.71
$57,136.00
22
STONE VENEER
1,600
SF
$21.06
$33,696.00
$37.00
$59,200.00
$17.00
$27,200.00
$30.38
$48,608.00
23
4" CONCRETE FLUME ADJACENT TO RETAINING
1,500
SF
$6.33
$9,495.00
$5.75
$8,625.00
$5.00
$7,500.00
$16.04
$24,060.00
24
BARRIER FREE RAMP TxDOT TYPE 1
10
EA
$1,060.00
$10,600.00
$690.00
$6,900.00
$1,000.00
$10,000.00
$678.92
$6,789.20
25
BARRIER FREE RAMP TxDOT TYPE 5
4
EA
$1,737.00
$6,948.00
$1,060.00
$4,240.00
$1,250.00
$5,000.00
$934.96
$3,739.84
26
BARRIER FREE RAMP TxDOT TYPE 7
23
EA
$1,141.00
$26,243.00
$690.00
$15,870.00
$1,000.00
$23,000.00
$1,257.97
$28,933.31
27
BARRIER FREE RAMP TxDOT TYPE 22
1
EA
$3,511.00
$3,511.00
$1,515.00
$1,515.00
$1,700.00
$1,700.00
$1,695.43
$1,695.43
28
MONOLITHIC MEDIAN NOSE - TYPE 1
15
EA
$706.00
$10,590.00
$545.00
$8,175.00
$1,200.00
$18,000.00
$1,305.21
$19,578.15
29
MONOLITHIC MEDIAN NOSE -TYPE 2
3
EA
$1,411.00
$4,233.00
$490.00
$1,470.00
$1,500.00
$4,500.00
$1,824.86
$5,474.58
30
PIPE RAIL WITH HORSE FENCE PATTERSON
1,110
LF
$26.85
$29,803.50
$25.50
$28,305.00
$29.00
$32,190.00
$16.82
$18,670.20
31
PIPE RAIL WITH HORSE FENCE BARBARIA
330
LF
$65.27
$21,539.10
$55.30
$18,249.00
$70.00
$23,100.00
$16.82
$5,550.60
32
6' STOCKADE FENCE STEAGALL
50
LF
$26.32
$1,316.00
$23.40
$1,170.00
$29.00
$1,450.00
$22.42
$1,121.00
33
TEMPORARY FENCING
1,100
LF
$3.53
$3,883.00
$6.40
$7,040.00
$4.00
$4,400.00
$3.36
$3,696.00
34
TRAFFIC CONTROL
1
LS
$185,595.37
$185,595.37
$75,000.00
$75,000.00
$37,000.00
$37,000.00
$117,372.43
$117,372.43
35
ADDITIONAL TEMP ASPHALT PAVEMENT 3" TY B
500
SY
$34.69
$17,345.00
$31.55
$15,775.00
$44.00
$22,000.00
$46.75
$23,375.00
36
4" WHITE THERMOPLASTIC LANE LINE STRIPE
1,700
LF
$1.04
$1,768.00
$1.25
$2,125.00
$1.15
$1,955.00
$3.05
$5,185.00
37
8" SOLID WHITE THERMOPLASTIC TURN BAY
200
LF
$1.58
$316.00
$1.60
$320.00
$1.70
$340.00
$4.68
$936.00
38
12" SOLID WHITE THERMOPLASTIC CROSSWALK
200
LF
$3.16
$632.00
$3.40
$680.00
$3.40
$680.00
$9.35
$1,870.00
39
24" SOLID W HATE THERMOPLASTIC STOP BAR
160
LF
$6.32
$1,011.20
$6.20
$992.00
$6.80
$1,088.00
$18.70
$2,992.00
40
4" SOLID DOUBLE YELLOW THERMOPLASTIC
725
LF
$2.09
$1,515.25
$2.45
$1,776.25
$2.25
$1,631.25
$6.17
$4,473.25
41
12" SOLID YELLOW THERMOPLASTIC CHEVRONS
45
LF
$3.16
$142.20
$5.30
$238.50
$3.40
$153.00
$9.35
$420.75
42
FIRE LANE THERMPLASTIC STRIPE
200
LF
$3.16
$632.00
$0.30
$60.00
$3.40
$680.00
$9.35
$1,870.00
43
SOLID WHITE THERMOPLASTIC ARROW
25
EA
$126.32
$3,158.00
$132.90
$3,322.50
$136.00
$3,400.00
$374.07
$9,351.75
44
SOLID WHITE THERMOPLASTIC WORD
1
EA
$142.11
$142.11
$186.00
$186.00
$153.00
$153.00
$420.83
$420.83
45
TY II-C-R RAISED PAVEMENT MARKER LANE LINE
350
EA
$3.06
$1,071.00
$3.45
$1,207.50
$3.50
$1,225.00
$9.04
$3,164.00
46
TY II -A -A RAISED PAVEMENT MARKER CHEVRONS
50
EA
$3.06
$153.00
$3.45
$172.50
$3.50
$175.00
$9.04
$452.00
47
FURNISH AND INSTALL SIGNAGE
1
LS
$12,721.06
$12,721.06
$7,283.00
$7,283.00
$14,000.00
$14,000.00
$13,548.69
$13,548.69
48
CONDUIT PVC) (SCHD 40 4" FOR TRAFFIC SIGNAL
1,500
LF
$7.27
$1Q905.00
$7.35
$11,025.00
$6.00
$9,000.00
$7.74
$11,610.00
49
IGROUND BOXTY D 162922 W/APRON FOR
8
EA
$578.95
$4,631.60
$584.77
$4,678.16
$600.00
$4,800.00
$616.61
$4,932.88
50
STREET LIGHT FOUNDATION
19
EA
$831.58
$15,800.02
$840.00
$15,960.00
$1,200.00
$22,800.02
$885.68
$16,827.92
51
CONDUIT PVC) (SCHD 40 2" FOR STREET
3,850
LF
$4.53
$17,440.50
$4.55
$17,517.50
$5.00
$19,250.02
$4.82
1 $18,557.00
52
RELOCATE EX DECORATIVE STREET
2
EA
$3,710.53
$7,421.06
$3,748.00
$7,496.00
$2,850.00
$5,700.02
$3,95'L94
$7,903.88
53
PROJECT SIGN
2
EA
$789.48
$1,578.96
$345.55
$691.10
$525.00
$1,050.02
$448.45
$896.90
54
RELOCATE EX MAILBOX
9
EA
$154.64
$1,391.76
$576.72
$5,190.48
$700.00
$6,300.02
$525.951
$4,733.55
55
18" RCP CLASS III
1,200
LF
$51.55
$61,860.001
$87.301
$104,760.00
$109.00
$130,800.02
$64.171
$77,004.00
56
24" RCP CLASS III
350
LF
$62.89
$22,011.50
$97.951
$34,282.50
$88.00
$3Q800.0n
$64.21
$22,473.50
PAGE 1 OF 2
BID TABULATION
KIMLEY-HORN AND ASSOCIATES, INC.
Owner: City of Southlake
Job No.: 61237001
Project: North Kimball Avenue (Kirwood Blvd to Dove Road)
Date: July 30, 2013
Item No.
Item Description
Quantity
Unit
57
30" RCP CLASS III
400
LF
58
36" RCP CLASS III
200
LF
59
RECESSED CURB INLET- 10'
16
EA
60
RECESSED CURB INLET- 10' TOP
4
EA
61
DROP INLET -4'x4'
11
EA
62
JUNCTION BOX -5'x5'
2
EA
63
SAFETY END TREATMENT TXDOT PSET-PD
1
EA
64
ICONVERT EX DROP INLET INTO A JUNCTION BOX
4
EA
65
ADJUST EXISTING STORM DRAIN MANHOLE
1
EA
66
TRENCH SAFETY - STORM DRAIN
2,150
LF
67
8" PVC SDR 26 SANITARY SEWER
2,000
LF
68
4'DIAMETER SANITARY SEWER MANHOLE
2
EA
69
SDIAMETER SANITARY SEWERMANHOLE
2
EA
70
CONNECT TO EXISTING SANITARY SEWER
1
LS
71
4" STANDARD SERVICE CONNECTION W/
9
EA
72
4" DEEP SERVICE CONNECTION W/ CLEANOUT
21
EA
73
ADJUST EX. SANITARY SEWER MANHOLE
1
EA
74
TRENCH SAFETY - SANITARY SEWER
2,000
LF
75
12" PVC C-900 DR-18 WATER LINE
2,500
LF
76
8" PVC C-900 DR-18 WATER LINE
80
LF
77
6" PVC C-900 DR-18 WATER LINE
20
LF
78
12" GATE VALVE
9
EA
79
8" GATE VALVE
2
EA
80
6" GATE VALVE
1
EA
81
8" TAPPING SLEEVE AND VALVE
1
EA
82
ADJUST EX WATER VALVE
8
EA
83
FIRE HYDRANT ASSEMBLY INLCUDES LEADNALVE
9
EA
84
CAST IRON FITTINGS
8
TON
85
WATER SERVICE
9
EA
86
WATER METER BOX
9
EA
87
2" BLOW -OFF ASSEMBLY
1
EA
88
CONNECT TO EX 6" PVC
1
EA
89
CONNECT TO EX 8" PVC
2
EA
90
CONNECT TO EX 12" PVC
1
EA
91
CUT, PLUG & BLOCK EX 6", 8", and 12" WATER LINES
1
LS
92
TRENCH SAFETY - WATER
2,600
LF
93
IRRIGATION SYSTEM MEDIANS
1
LS
94
ADJUST AND RESTORE EX IRRIGATION SYSTEMS
1
LS
95
STAMPED INTEGRAL COLOR LIGHT -DUTY
9,400
SF
96
STAMPED INTEGRAL COLOR HEAVY-DUTY
2,150
SF
97
CONCRETE MOWSTRIP
220
LF
98
4" TOPSOIL
17,500
SY
99
GROUNDCOVER SEED
2,500
SY
100
GROUNDCOVER SOD
15,000
SY
101
GROUNDCOVER RED DRIFT ROSE
180
EA
102
GROUNDCOVER ASIAN JASMINE
1,100
EA
103
SHRUB 3 GAL PURPLE PIXIE LOROPETALUM
140
EA
104
SHRUB 3 GAL DWARF YAUPON
600
EA
105
TREE 3" CATHEDRAL LIVE OAK
6
EA
106
TREE 3" CHITALPA
3
EA
107
TREE 3" CAL SAVANNAH HOLLY
6
EA
108
TREE 3" CAL CRAPE MYRTLE'DYNAMITE RED'
4
EA
109
TREE 3" CAL CRAPE MYRTLE'NATCHEZ'
2
EA
110
HARDWOOD MULCH Y DEPTH
100
CY
111
STEEL EDGING
150
LF
Total Amount of Base Bid Items 1-111 = Standard Bid A
Total Time of Bid (Calendar Days)
Total of Calendar Days x$1000 = Time Bid (B)
Total Bid (A) + (B)
300 470 356 350
$300,000.00 $470,000.00 $356,000.00 $350,000.00
$3,764,780,40 $3,975,708.28 $4,041,448.25 $4,083,422.02
PAGE 2 OF 2
City of Southlake FY 2014 CIP Project Status Form
Street Widening - N. Kimball Avenue from Highland St, to E. Dove Rd (Phase 11)
DEPARTMENT: Public Works
PROJECT
LOCATION: Along N. Kimball Ave. from Highland north to E. Dove Rd.
PROJECT TIMELINE: Oct. 2007 to Oct. 2014
DESCRIPTION:
Funding is needed for Phase II expenses to widen N. Kimball Avenue from Highland
St. to E. Dove Rd. to its ultimate pavement section (4 lanes divided). Grapevine will
participate in the engineering and construction costs of Phase II per an executed
Interlocal Agreement. FY 14 funding is specifically requested for construction and
testing costs. Updated construction costs total $3.5M for Phase II split between
Southlake ($2.4M) and Grapevine ($1.1 M).
JUSTIFICATION:
The N. Kimball Avenue widening project spans from SH 114 to Highland (Phase 1)
and from Highland to E. Dove Rd. (Phase 11). Phase I was completed in 2012. The
ultimate section will add traffic lanes to alleviate traffic congestion. This is one of the
last managed (HOV/Toll) lanes for the TxDOT DFW Connector Project. Dollar
figures listed below reflect the entire project's funding. Actual right of way expenses
exceeded initial cost estimates due to numerous condemnation cases.
ALTERNATIVES / IMPACTS IF PROJECT IS NOT FUNDED:
This section of N. Kimball Avenue would not be able to accomodate additional traffic
once the TxDOT DFW Connector Project is complete.
STRATEGIC FOCUS AREA: Mobility, Infrastructure
FUND: General, Utility
r New Request r Continuation Project FX- Joint Use
Mandated / Replacement / Major Community
F- Public Health / FX- Rehab or Protection FX- Need /
Safety of Capital Stock Service
Compliant with Comprehensive Plan and / or other Master Plan?
Fx- List (incl ref #): MT16 - Tier 1
FX- COMPANION PROJECT? If yes, please explain:
N. Kimball Avenue from SH 114 to Highland (Phase 1)
FX- REVENUE GENERATING? If yes, please explain:
May facilitate commercial development/re-development
EXPENDITURE
PROJECT ELEMENT
TOTAL PRIOR
2014
2015
2016
2017
2018
UNFUNDED
TOTAL
PLANNING / FEASIBILITY STUDY
ENGINEERING & DESIGN
1,100
1,100
LAND
2,150
2,150
TESTING
50
40
90
CONSTRUCTION
6,005
1,460
7,465
OTHER
TOTAL
9,305
1 1,500
1
1
1
1
1
1 10,805
OPERATIONAL
PROJECT ELEMENT TOTAL PRIOR 2014 2015
2016 2017 2018 UNFUNDED TOTAL
MAINTENANCE COSTS 20
20.6 21.2 21.9 83.7
PERSONNEL COSTS
TOTAL 20
20.6 21.2 21.9 83.7
FUNDING
FUNDING SOURCE
TOTAL PRIOR
2014
2015
2016
2017
2018
UNFUNDED
TOTAL
GENERAL FUND
8,045
1,000
9,045
UTILITY FUND
500
500
ROADWAY IMPACT FEE FUND
1,260
1,260
WATER IMPACT FEE FUND
SANITARY SEWER IMPACT FEE
sWUs
CCPD
SPDC
PARK DEDICATION FEE FUND
TOTAL
9,305
1,500
10,805
CCPD: CRIME CONTROL & PREVENTION DISTRICT SPDC: SOUTHLAKE PARKS DEVELOPMENT CORPORATION SWUS: STORMWATER UTILITY SYSTEM FUND