Item 4CCITY OF
SOUTHLAKE
MEMORANDUM
(June 21, 2011)
To: Shana Yelverton, City Manager
From: Robert H. Price, P.E., Director of Public Works
Subject: Award construction contract for a 20 -inch water line along S.H.
114 from North White Chapel to Town Square with Wilson
Contractor Services, LLC in the amount of $1,731,720.30
Action
Requested: Award construction contract for a 20 -inch water line along S.H. 114
from North White Chapel to Town Square with Wilson Contractor
Services, LLC in the amount of $1,731,720.30.
Background
Information: The water system relies on Pump Station #1 located at West
Southlake Boulevard at Pearson and Pump Station #2 on T. W.
King, north of SH 114 to supply water throughout the City. These
two pump stations are connected to the three elevated water
storage tanks with a 20 -inch water transmission line along
Southlake Boulevard and White Chapel Boulevard. This 20 -inch
water line project will "close the loop" connecting the T. W. King
pump station to the elevated tower on Miron Drive in the eastern
part of the City. This will significantly improve the efficiency of the
water system.
The City Council included project funding in the FY 2011 and FY
2012 CIP Budget for construction of a water supply transmission
line along SH 114 from Town Square on State Street at Federal
Way to SH 114 at North White Chapel Boulevard.
Eight (8) bids were received on May 31, 2011. Alternate bids were
requested to include additional boring to save existing trees along
the planned alignment. The bids have been reviewed by Cheatham
& Associates and the City Staff and are tabulated as follows:
BIDDER BASE BID AMOUNT ALTERNATE BID
Wilson Contractor Services,LLC
Saber Development
Circle C Construction
CPS Civil, LLC
Wright Construction
S.J. Louis Construction
Gin -Spen, Inc.
North Texas Contracting
$1,690,651.20
$1,804,384.75
$2,008,183.00
$2,018,628.00
$2,060,565.00
$2,068,858.51
$2,113,089.40
$2,289,042.25
$1,731,720.30
$1,848,324.75
$2,064,219.00
$2,093.248.00
$2,036,318.00
$2,134,271.51
$2,184,306.40
$2,289,042.25
Construction of the 20 -inch water line is anticipated to begin in September
2011. The duration of the project is 200 calendar days from the date of
Notice to Proceed. The approximate completion time of the project is
estimated in April 2012. This timeline includes a 90 day delayed start to
acquire utility easements along the route.
Financial
Considerations: The recommended contract award amount is $1,731,720.30. The
award of the contract is within the council approved CIP budget.
Strategic Link: The construction of the 20 -inch water line and associated activities
link to the city's strategy map relative to the focus areas of
Infrastructure and Performance Management and Service Delivery.
The specific corporate objectives that are met by this design project
include: Providing high quality customer service, improve
performance of delivery and operational processes, and investing
to provide and maintain high quality public assets.
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 Wilson Contractor Services,
LLC, or reject all bids.
Supporting
Documents: Location Map
Recommendation Letter
Bid Tabulation
Staff
Recommendation: Award construction contract for a 20 -inch water line along S.H. 114
from North White Chapel to Town Square with Wilson Contractor
Services, LLC in the amount of $1,731,720.30
Staff Contact: Robert H. Price, P.E., Public Works Director
Gordon J. Mayer, Jr., P.E., City Engineer
Steven D. Anderson, P.E., Civil Engineer
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Ck Cheatham & Associates
consulting engineers • surveyors • planners
June 7, 2011
Honorable Mayor & City Council
City of Southlake
667 N. Carroll Avenue
Southlake, TX 76092
Re: City of Southlake
20" Water Line along S.H. 114
White Chapel Blvd. To Town Square
Project No. 1892
As advertised, bids for the referenced project were received, opened and read publicly at
2:00 o'clock P.M., May 31, 2011. The low bidder for this project is:
Wilson Contractors
107 Bell Ave., Suite 3
Denton, TX 76201
940/243 -1174 - Phone
940/898 -1175 - Fax
We have reviewed the bid proposal and find it to be in order. Therefore, we recommend award of
the contract to Wilson Contractors in the amount of $1,731,720.30. We enclose a bid tabulation for
your use.
If we may be of further service in this matter, please advise.
Respectfully,
- � -, L �- L�' - z �"- �� �
Eddie Cheatham, P.E.
F:\ W ORMSouth lake\ 1 892\Recommend. award -Rev. wpd
Enclosure: Bid Tabulation
cc: Steven D. Anderson, P.E.
Gordon J. Mayer, P.E.
2233 Avenue J, Suite 107 • Arlington, Texas 76006 • (817) 548 -0696 phone • (817) 265 -8532 fax • cheatham- associates.com
20" WATER LINE
Job. No. 1892
CHEATHAM & ASSOCIATES BID TABULATION SHEET 1 OF 2
OWNER: City of Southlake
JOB TITLE: 20" Water Line along S.H. 114
White Chapel Blvd. to Town Square
PROJ. MGR: Eddie Cheatham
BID DATE: May 31 2011 JOB NO. 1892
Wilson Contractors
107 Bell Ave. Ste. 3
Denton, TX 76201
PHONE: 940 - 243 -1174
FAX. 940 - 898 -1175
AMT. BID: $1,690,651.20
ALT. BID $1,731,720.30
Saber Development
P.O. Box 540186
Dallas, TX 75354
PHONE: 214 - 366 -1300
FAX: 214 - 366 -1303
AMT. BID: $1,804,384.25
ALT. BID $1,848,324.75
Circle C Construction
P.O. Box 40328
Ft. Worth, TX 76140
PHONE: 817 - 293 -1863
FAX. 817- 293 -1957
AMT. BID: $2,008,183.00
ALT. BID $2,064,219.00
CPS Civil, LLC
1215 Crest Lake Drive
Duncanville, TX 75137
PHONE: 972- 674 -2950
FAX: 972 - 674 -2952
AMT. BID: $2,018,628.00
ALT. BID $2,093,248.00
ITEM
NO. I ITEM DESCRIPTION
UNII
PLAN
QTY.
UNIT
PRICE
COST
UNIT
PRICE
COST
UNIT
PRICE
COST
UNIT
PRICE
COST
1
MOBILIZATION
L.S.
1
50000.00
$50,000.00
50000.00
$50,000.00
50000.00
$50,000.00
105000.00
$105,000.00
2
GENERAL SITE PREPARATION
L.S.
1
' 36000.00
$36,000.00
10000.00
$10,000.00
50000.00
$50,000.00
55000.00
$55,000.00
3
PROJECT SIGNS
EA.
2
1000.00
$2,000.00
500.00
$1,000.00
800.00
$1,600.00
450.00
$900.00
4
F &I SWPPP W /EROSION CONTROL PLAN
L.S.
1
2500.00
$2,500.00
3500.00
$3,500.00
25000.00
$25,000.00
11500.00
$11,500.00
5
F &I 20" DIA. B -303 CONCRETE PRESSURE PIPE
L.F.
7,251
93.70
$679,418.70
102.25
$741,414.75
117.001
$848,367.00
90.00
$652,590.00
5A
F &I 20" DIA. B -303 CONCRETE PRESSURE PIPE
L.F.
7,009
93.70
$656,743.30
102.25
$716,670.25
117.00
$820,053.00
90.00
$630,810.00
6
F &I -20" DIA. B -303 CONC PRESSURE PIPE BORING
L.F.
1,126
264.50
$297,827.00
285.00
$320,910.00
350.00
$394,100.00
400.00
$450,400.00
6A
F &I 20" DIA. B -303 CONC PRESSURE PIPE BORING
L.F.
1,367
264.50
$361,571.50
285.00
$389,595.00
350.00
$478,450.00
400.00
$546,800.00
7
F &I ROW 20" IRON PIPE BY BORING -
L.F.
571
476.00
$271,796.00
- 600.00
$342,600.00
450.00
$256,950.00
600.00
$342,600.00
8
F &I 20" DIA. IRON PIPE BY BORING
L.F.
200
407.00
$81,400.00
600.00
$120,000.00
400.00
$80,000.00
600.00
$120,000.00
9
F &I 20" AWWA BUTTERFLY VALVE
EA.
2
24100.00
$48,200.00
30000.00
$60,000.00
30000.00
$60,000.00
20000.00
$40,000.00
10
F &I 2" AIR RELEASE VALVE ASSEMBLY & VAULT
EA.
1
9900.00
$9,900.00
8500.00
$8,500.00
6500.00
$6,500.00
12000.00
$12,000.00
11
F &I 8" BLOW OFF ASSEMBLY
EA.
3
3800.00
$11,400.00
3200.00
$9,600.00
6000.00
$18,000.00
10000.00
$30,000.00
12
F &I TRENCH SAFETY PLAN
L.F.
7,251
1.00
$7,251.00
2.00
$14,502.00
1.00
$7,251.00
3.00
$21,753.00
13
CONNECT TO EXIST 20" WL AT WHITE CHAPEL
L.S.
1
16900.00
$16,900.00
14000.00
$14,000.00
20000.00
$20,000.00
5000.00
$5,000.00
14
CONNECT TO EXIST 20" WL AT E & W SIDE CARROLI
L.S.
1
36900.00
$36,900.00
13000.00
$13,000.00
12000.00
$12,000.00
5000.00
$5,000.00
15
CONNECT TO EXIST 20" WL AT N END OF STATE ST.
L.S.
1
9700.00
$9,700.00
7000.00
$7,000.00
9000.00
$9,000.00
5000.00
$5,000.00
16
CONNECT TO EXIST 20" WL AT S END OF STATE ST.
L.S.
1
9700.00
$9,700.00
7000.00
$7,000.00
9000.00
$9,000.00
5000.00
$5,000.00
17
CONNECT TO EXIST 20" WL @ STATE /FEDERAL
L.S.
1
9700.00
$9,700.00
7000.00
$7,000.00
9000.00
$9,000.00
5000.00
$5,000.00
18
F &I TREE PROTECTION MESH FENCING
L.F.
3,100
1.50
$4,650.00
1.50
$4,650.00
3.00
$9,300.00
2.00
$6,200.00
19
IFM CONCRETE CHANNEL LINER 6" THICK
S.Y.
108
72.00
$7,776.00
50.00
$5,400.00
65.00
$7,020.00
40.00
$4,320.00
20
F &I TRAFFIC CONTROL PLAN
L.S.
1
4000.00
$4,000.00
1500.00
$1,500.00
1500.00
$1,500.00
20000.00
$20,000.00
21
F &I BERMUDA SOD IN AREAS DISTURBED
S.Y.
5,375
2.70
$14,512.50
2.50
$13,437.50
7.00
$37,625.00
5.00
$26,875.00
22
HYDROMULCH W MIXTURE OF GRASS SEED
S.Y.
10,740
0.50
$5,370.00
0.50
$5,370.00
3.00
$32,220.00
1.00
$10,740.00
23
F &I 6" THICK COMPACT. TYPE D HMAC RDWY
S.Y.
250
100.00
$25
55.00
$13,750.00
45.00
$11,250.00
25.00
$6,250.00
24
F &I 8" THICK 3000 PSI CONCRETE
S.Y.
250
100.00
$25,000.00
65.00
$16,250.00
80.00
$20,000.00
40.00
$10,000.00
25
F &I 6" THICK 3000 PSI CONCRETE
S.Y.
250
63.00
$15,750.00
48.00
$12,000.00
70.00
$17,500.00
30.00
$7,500.00
26
ADJUST & RESTORE EXIST IRRIGATION SYSTEMS
L.S.
1
8000.00
$8,000.00
2000.00
$2,000.00
15000.00
$15,000.00
60000.00
$60,000.00
TOTAL AMOUNT BASE BID ITEMS 1 -26
$1,690,651.20
$1,804,384.25
$2,008,183.00
$2,018,628.00
TOTAL AMOUNT ALTERNATE BID ITEMS 1 4, 5A, 6A, 7 -26
$1,731,720.30
$1,848,324.75
$2,064,219.00
$2,093,248.00
20" WATER LINE
JOB NO. 1892
CHEATHAM & ASSOCIATES BID TABULATION SHEET 2 OF 2
OWNER: City of Southlake
JOB TITLE: 20" Water Line along S.H. 114
White Chapel Blvd. to Town Square
PROJ. MGR: Eddie Cheatham
BID DATE: May 31 2011 JOB NO. 1892
Wright Construction
601 W. Wall St.
Grapevine, TX 76051
PHONE: 817- 329 -7093
FAX. 817 -481 -2369
AMT. BID: $2,060,565.00
ALT. BID $2,036,318.00
S.J. Louis Construction
520 South 6th Avenue
Mansfield, TX 76063
PHONE: 817 - 477 -0320
FAX.' 817- 477 -0552
AMT. BID: $2,068,858.51
ALT. BID $2,134,271.51
Gin -Seen, Inc.
780 W. Kennedale Pkwy.
Kennedale, TX 76060
PHONE: 817 -478 -1119
FAX.' 817- 483 -0899
AMT. BID: $2,113,089.40
ALT. BID $2,184,306.40
N. Texas Contracting
4999 Keller - Haslet Rd.
Keller, TX 76248
PHONE: 8171430 -9500
FAX.' 8171430 -9207
AMT. BID: $2,209,632.25
ALT. BID $2,289,042.25
ITEM
NO. I ITEM DESCRIPTION
UNII
PLAN
QTY.
UNIT
PRICE
COST
UNIT
PRICE
COST
UNIT
PRICE
COST
UNIT
PRICE
COST
1
MOBILIZATION
L.S.
1
32700.00
$32,700.00
100000.00
$100,000.00
48000.00
$48,000.00
104500.00
$104,500.00
2
GENERAL SITE PREPARATION
L.S.
1
50000.00
$50,000.00
25000.00
$25,000.00
12000.00
$12,000.00
30000.00
$30,000.00
3
PROJECT SIGNS
EA.
2
400.00
$800.00
500.00
$1,000.00
500.00
$1,000.00
750.00
$1,500.00
4
F &I SWPPP W /EROSION CONTROL PLAN
L.S.
1
, 5400.00
$5,400.00
10000.00
$10,000.00
10000.00
$10,000.00
20000.00
$20,000.00
5
F &I 20" DIA. B -303 CONCRETE PRESSURE PIPE
L.F.
7,251
120.00
$870,120.00
119.00
$862,869.00
119.00
$862,869.00
120.00
$870,120.00
5A
F &I 20" DIA. B -303 CONCRETE PRESSURE PIPE
L.F.
7,009
107.00
$749,963.00
118.00
$827,062.00
119.00
$834,071.00
120.00
$841,080.00
6
F &I 20" DIA. B -303 CONC PRESSURE PIPE BORING
L.F.
1,126
432.00
$486,432.00
420.00
$472,920.00
415.00
$467,290.00
450.00
$506,700.00
6A
F &I 20" DIA. B -303 CONC PRESSURE PIPE BORING
L.F.
1,367
426.00
$582,342.00
420.00
$574,140.00
415.00
$567,305.00
450.00
$615,150.00
7
F &I TXDOT ROW 20" IRON PIPE BY BORING
L.F.
571
467.00
$266,657.00
512.00
$292,352.00
530.00
$302,630.00
500.00
$285,500.00
8
F &I 20" DIA. IRON PIPE BY BORING
L.F.
200
465.00
$93,000.00
512.00
$102,400.00
530.00
$106,000.00
500.00
$100,000.00
9
F &I 20" AWWA BUTTERFLY VALVE --- -
EA.
- 2
-- - 22000.00
$44,000.00
31400.00
$62,800.00
31600.00
$63,200.00
35000.00
$70,000.00
10
F &I 2" AIR RELEASE VALVE ASSEMBLY & VAULT
EA.
1
8200.00
$8,200.00
11600.00
$11,600.00
12300.00
$12,300.00
12000.00
$12,000.00
11
F &I 8" BLOW OFF ASSEMBLY
EA.
3
4300.00
$12,900.00
3950.00
$11,850.00
5300.00
$15,900.00
5000.00
$15,000.00
12
F &I TRENCH SAFETY PLAN
L.F.
7,251
1.00
$7,251.00
0.01
$72.51
0.40
$2,900.40
1.00
$7,251.00
13
CONNECT TO EXIST 20" WL AT WHITE CHAPEL
L.S.
1
15500.00
$15,500.00
12100.00
$12,100.00
19000.00
$19,000.00
12500.00
$12,500.00
14
CONNECT TO EXIST 20" WL AT E & W SIDE CARROL
L.S.
1
37600.00
$37,600.00
4000.00
$4,000.00
26500.00
$26,500.00
20000.00
$20,000.00
15
CONNECT TO EXIST 20" WL AT N END OF STATE ST.
L.S.
1
8000.00
$8,000.00
3500.00
$3,500.00
7700.00
$7,700.00
10000.00
$10,000.00
16
CONNECT TO EXIST 20" WL AT S END OF STATE ST.
L.S.
1
8000.00
$8,000.00
3500.00
$3,500.00
7700.00
$7,700.00
10000.00
$10,000.00
17
CONNECT TO EXIST 20" WL @ STATE /FEDERAL
L.S.
1
14200.00
$14,200.00
3500.00
$3,500.00
7700.00
$7,700.00
10000.00
$10,000.00
18
F &I TREE PROTECTION MESH FENCING
L.F.
3,100
4.20
$13,020.00
3.00
$9,300.00
1.50
$4,650.00
1.00
$3,100.00
19
F &I CONCRETE CHANNEL LINER 6" THICK
S.Y.
108
40.00
$4,320.00
60.00
$6,480.00
95.00
$10,260.00
55.00
$5,940.00
20
F &I TRAFFIC CONTROL PLAN
L.S.
1
8000.00
$8,000.00
7500.00
$7,500.00
7500.00
$7,500.00
15000.00
$15,000.00
21
F &I BERMUDA SOD IN AREAS DISTURBED
S.Y.
5,375
2.60
$13,975.00
3.00
$16,125.00
4.00
$21,500.00
2.75
$14,781.25
22
1HYDROMULCH W MIXTURE OF GRASS SEED
S.Y.
10,740
1.00
$10,740.00
1.00
$10,740.00
1.00
$10,740.00
1.00
$10,740.00
23
F &I 6" THICK COMPACT. TYPE D HMAC RDWY
S.Y.
250
34.00
$8,500.00
35.00
$8,750.00
100.00
$25,000.00
40.00
$10,000.00
24
F &I 8" THICK 3000 PSI CONCRETE
S.Y.
250
50.00
$12,500.00
60.00
$15,000.00
100.00
$25,000.00
60.00
$15,000.00
25
F &I 6" THICK 3000 PSI CONCRETE
S.Y.
250
43.00
$10,750.00
50.00
$12,500.00
95.00
$23,750.00
60.00
$15,000.00
26
ADJUST & RESTORE EXIST IRRIGATION SYSTEMS
L.S.
1
18000.00
$18,000.00
3000.00
$3,000.00
12000.00
$12,000.00
35000.00
$35,000.00
TOTAL AMOUNT BASE BID ITEMS 1 -26
$2,060,565.00
$2,068,858.51
$2,113,089.40
$2,209,632.25
TOTAL AMOUNT ALTERNATE BID ITEMS 1-4,5A, 6A, 7 -26
$2,036,318.00
$2,134,271.51
$2,184,306.40
$2,289,042.25