4B-R-00-09 - 12/21/2000 RESOLUTION NO. 00-09
WHEREAS, on August 10, 2000, the Round Rock Transportation System
Development Corporation ("Corporation" ) entered into a Funding
Agreement with the Texas Department of Transportation in which the
Corporation agreed to pay 100% of the cost associated with the
adjustment, relocation, and/or removal of any utility facilities in
conflict with the proposed SH 45 Frontage Road project, and
WHEREAS, the Round Rock City Council approved the action of the
Corporation by Resolution No. R-00-08-10-10D1 dated August 10, 2000,
and
WHEREAS, the Corporation desires to authorize payment by the
Corporation of $1, 063 , 814 to the Texas Department of Transportation,
Now Therefore
BE IT RESOLVED BY THE BOARD OF DIRECTORS OF THE ROUND ROCK
TRANSPORTATION SYSTEM DEVELOPMENT CORPORATION,
That Corporation authorizes the payment of $1, 063 , 814 to the Texas
Department of Transportation for the adjustment of City of Round Rock
water and wastewater lines in conflict with the construction of SH 45
Frontage Roads .
The Board of Directors hereby finds and declares that written
notice of the date, hour, place and subject of the meeting at which
this Resolution was adopted was posted and that such meeting was open
to the public as required by law at all times during which this
K:\WPDOCS\RESOLUTI\RRTSDC\0009.WPD/sc
Resolution and the subject matter hereof were discussed, considered and
formally acted upon, all as required by the Open Meetings Act, Chapter
551, Texas Government Code, as amended, and the Act .
RESOLVED this 21st day of December, 2000 .
ROUND ROCK TRANSPORTATION SYSTEM
DEVELOPMENT CORPO ION
By:
ROBE A. STLU , JR. President
ATT ST:
-7111(4C4
C-i—
GAY MANBECK, Secretary
2
' / 'n 12:46 125129360979 FXDOT CST/CON SV
(21001
Ar Texas Department of Transportation
DEWITT C.GREER STATE HIGHWAY BLDG.•125 E:11 TH STREET•AUSTIN,TEXAS 78701.2483•(512)463-8585
Texas Turnpike Authority Division
Right of Way Section
December 8, 2000
Williamson County
Post-Its*brand fax transmittal memo 7671 *of Pages► 3
SH 45: (West Bound Frontage Road)
Limits: From Just East of CR 170 TII-rtz.A,. Word Frort�-
ToCR172 co.
CCSJ: 0683-06-007 Dept. Phone if
R.M • Roo,
O�t.7
Thomas E. Word, Jr., P.E.
Traffic Engineer
City of Round Rock
Public Works Department
2008 Enterprise Dr.
Round Rock, TX 78664
Dear Mr. Word:
Enclosed for your information is the utility information from the low bid TxDOT highway
contractor Balfour Beatty. We have attached item code number 5718 from the bid which
Includes the utility relocation work being performed by Balfour Beatty. The total of item number
5718 is $917,081 and the engineering and contingencies are 16% or $146,733 for a total of
$1,063,814.
This job has let and the contractor has been approved to start construction on December 21,
2000. Any questions concerning transfer of funds should be addressed to Andy Evans at (512)
936-0975.
We will forward the owner managed utility agreement and estimates by separate letter as soon
as possible.
If you have any other questions or require additional information, please call me at (512) 936-
0959.
c ly,
Donald C. oner, Jr.
Right of Way Administrator
Texas Turnpike Authority Division
Enclosures
T:\ROW Admin\Transmittal Letters\Round Rod<.dot
An Equol Opportunity Employer
12/08/2000 FRI 12:44 [TX/RX NO 9977] 01001
tom 6
CS.�QO1 TABULATION OP BIDS WWY BIDDER JOB CTY DIV-
/I SIC 45 3 3Q01 216 4B N
TH:SAS DEPAP.TMCNT OP TRANSPORTATION, 1USTIIt N.
O
CONTROL G6B3-06-007
COUNTY YII LLIAY.SOfi 93B MILES \
co
PROJECT NK 99(822) LENGTH 2. O
TYPE GRADING, BASE, STRUCTURES 4 SURFACIKG
DATA 10/04/2000 O
TIRE 275 WORKING DAYS E OP CA 170
LINITS PROM:CR 172 TO, f+
ro
UNIT OVER ! UNDER m
:, TTEM ESDE O
T .TM DES SP ITEM DESCRIPTION UNIT QUANTITY VNIT BIB ANOUKT ENG EST DOLLARS i
5005 507 ROCK FILTER DAMS (TY 3) LF 354.000 16.00D 5,664.00 35.41 6,871..4- 55-
5005 509 ROCK FILTER DAMS 4REMOVI (TY 3) LF 354.000 8.000 2,812100 15.00 2,478.00- 47-
5005 510 ROCK FILTER DAMS 1TY 41 LF 76.000 25.000 1,900.00 26.82 138.32- 7-
500! 512 ROCK FILTER DAKS IREMOV► ITT 4) LF 76.000 10.000 760.00 12.00 152.00- 17- M
5010 501 CONSTRUCT EXIT (TY 1) 9Y 1,122.600 12.000 13,471.20 13.53 1,717.58- 11-
5010 503 CONSTRUCT EXIT (REMOVI (TY 1) 9Y 1,122.600 5.000 5,613.00 5.63 707.24- 11- o
5249 501 TEMP SEDMT CONT FENCE LP 26,553.000 1.500 39,829.50 3.05 41. 157.15- 51-
LP 26,553.000 .30D 7,965.90 .40 2, 455.30- 25- c
5244 503 TEMP SEDMT CONT PENCE {RH1OV) m
-'45} 521 QUADGUARD SYST3M IXENOV) (2 FT) (TYPE CZ) EA 2.000 450.00D 900.00 1, 100.00 1, 300.00- 59-
53 522 QUADGUARD SYST3:M NOVI 6 RESET) (TYPB CZ) EA
6.000 2,000.000 12,000.00 3, 685.00 10, 110.00- 46- m
`5'453 533 QUADGUARD SYSTSM 12 FT1 (TY CE) (4 BAY) EA I.000 11,000.000 22,000.00 11, 430.00 360.00- 4-
5453 535 QUADGUARD SYSTEM 12.5 PT) (TY CZ) (5 BAY) EA 4. 000 13, 000.000 52.000.00 16, 600.00 14, 400.00- 22-
5453 539 OUADGD SYS(RENOVE) (2.5' 11TY C2) (5 BAY) EA 4. 000 400.000 1,600.00 1, 100.00 2. 800.00- 64-
5469 504 SINGLE CDRAIL TER:( (TY I, II, OR II11 EA 1. 000 1,100.000 1,700. 00 1, 727.33 27.33- 2
5530 501 DEAD END ROADWAY BARRICADb
LP 208•.000 6D.000 12,4B0,OD 75.00 3, 120.00- 20-
5579 501 LANDSCAPE PAVERS SF 36,215.000 6.000 217,290.00 4.38 58, 668.3C 37
SANEA 1.000 15,093.280 15,093.28 22, 000,00 6, 906.12- 31-
5718 501 WED FILTRATION SYSTEM 4.000 2,869.010 11,476.01 1,300.00 6, 275.04 121
5718 501 WET CONNECTION (12 IN X 12 IN) EA 2. 000 3,310.390 6, 620.76 1, 750.00 3,120.78 8.5718 504 WET CONNECTION (12 IN X 16 IN) EA 1. 000 3,034.530 3,034.53 1,700.00 1,334.53 79 "I
5718 50S WET CONNECTION (16 IN X 16 IN) EA 2.000 10,7513.770 21,517. 51 1, 0800.00 17, 917.54 498 0
TGN 2.3i0 3, 641.430 8,630, 19 4,000.00 849.81- 9-
1-1
ro 5718 507 DURTIHE IANT PCTTSNOS EA 1.000 2,869.010 2;869.01 3,C'00.00 130.99- 4
5718 508 FIRE HYDRANT 12.000 2, 620.730 31 ,448,76 2, 300.00 3,848.76 14 In
O 5718 508 RELOCATE EXIST FIRE HYDRANT EA
5718 509 SORE & STEEL ENCASEMENT (24 IN DIA) LP 110.000 222.900 24, 519.00 175.00 5.269.00 27 0-9
A7 5718 510 STEEL ENCASEMENT (12 IN DIA) LP 485.000 11.030 5,349.55 150.00 67.400.45- 93-
LP 165.000 13.580 2,257.20 175.00 26, 617.80- 92- 0
O 5718 512 STEEL ENCASEMENT (24 IN DIA) LP 892.000 21.850 15,490.20 85.00 56,329.80- 74-
S71B 512 STEEL ENCASEMENT (24 IN DIA) 85.00 11,481.00- 29- C
5718 513 STEEL ENCASEMENT (36 IN DIX) LP 464,000 60.250 27 ,956.00
5718 514 PIPE (12 IN) (C-900) (2VC) (DR 14) LP 972.000 58.920 57,270.24 35.00 21,250.24 68
�+ LF 910.000 33. 100 30,121.00 26.00 5,461.00 27
S718 516 PIPE (8 IIN DI) (DR 14) {CL 200)
S718 516 PIPE (24 IN (CL 25C'1 LF 636.000 201.930 128,427.48 75.00 80,727.48 1
69
Iv
'111 517 PIPE (6 IN DIA) (DII LF 10,000 44.140 441.4D 30.00 14..40 47
'"▪ --7718 518 PIPE (8 IN DIA) (DI) LP 3,035.000 33.100 100,458.50 110.00 231, 391.50- 70-
5718 519 PIPE (12 IN DIAI (DIP LP 164.000 62.240 22,655.36 130.00 24,664.64- 52-
_ 5718 520 PIPE (16 IN DIAI (DIP LP 6,041.000 55.170 333,281.97 175.00 727,893.03- 61-
y 5718 521 GATE VALVE AND BOX (6 IN) EA 2.000 485. 520 971..04 500.O0 28.96- 3-
5718 522 GATE VALVE AND BOX (8 IN) EA 4.000 662.080 2,648,32 750.0C 35..68- 12-
5718 523 CATS VALVE AN] BOX (12 IX) EA
EA 6.000 1,213.810 1,262.06 1,500.00
5,200.00 1,717. 14- .9-
5718 524 GATE VALVE AND BOX (24 IN) 2. 000 15,779.53D 31,559. 6 21,159.06 203
Z 5718 525 VALV (16 IN) (3UTTERPLYI EA 1.000 1,710.360 1,710.36 3,100.00 1,389.54- .1S-
0 5718 526 'JALV (16 IN) (G.ITE)
EA 3.000 7,575.280 22,725,84 1,800.00. 17,325.84 321
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J PAGE 7
/// TABULATION OP BIDS KWY 3IDDER JOB OTT DIV
TEXA5 DEPARTKRNT 0? TRAHSPORTATZDH, ADSTIN SH 45 3 3001 236 l8
COUNTY WILLIA1SON CONTROL 0683-06-007
2ROJECT RR 99(822) LENGTH 2.936 HILES
TYPE GRADING, BASE, STRUCTURES & SURP,1CiNG DATE 10/04/2600 m
TIME 275 WORKING DAYS w
co
LIMITS PROM:CR 172 TOTE OP CR 170
m
A -4
m
L ITEM CODE UNIT OVER / UNDEP.
T ITH DES SP ITEM DESCRIPTION UNIT QUANTITY UNIT BID AMOUNT ENG EST COLLARS 1
5718 527 AUTO COMB AIR-VAC REL VRLV ASSEM (2IN1 EA 8.000 1, 544.850 i12,358.80 2,000.00 3,641.20- 23-
600E 501 PEDESTAL POLE ASSEM BA 26.000 541.570 14,236482 750.00 5,263.16- 27-
601D 501 SALV TRAP SIGNALS EA 1.000 3, 813.010 3,833.01 2, 600.00 1,231.01 47
6031 501 COMM CABLE (6 PAIRI (19 AWG) LP 12,833.000 2.190 28, 04.27 3.00 10,391.73- 21-
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