07-26-2011 (City Council) Agenda Packet Wylie City Council
CITY F IATYLIE NOTICE OF MEETING
Regular Meeting Agenda
July 26, 2011 - 6:00 pm
Wylie Municipal Complex — Council Chambers
300 Country Club Road, Building #100
Eric Hogue Mayor
M. G. "Red" Byboth Mayor Pro Tern
David Goss Place 1
Kathy Spillyards Place 3
Bennie Jones Place 4
Rick White Place 5
Diane Culver Place 6
Mindy Manson City Manager
Richard Abernathy City Attorney
Carole Ehrlich City Secretary
In accordance with Section 551.042 of the Texas Government Code, this agenda has been posted at the Wylie
Municipal Complex, distributed to the appropriate news media, and posted on the City website:
www.wylietexas.gov within the required time frame. As a courtesy, the entire Agenda Packet has also been posted
on the City of Wylie website: www.wylietexas.gov.
The Mayor and City Council request that all cell phones and pagers be turned off or set to vibrate. Members of the
audience are requested to step outside the Council Chambers to respond to a page or to conduct a phone
conversation.
The Wylie Municipal Complex is wheelchair accessible. Sign interpretation or other special assistance for disabled
attendees must be requested 48 hours in advance by contacting the City Secretary's Office at 972-516-6020.
CALL TO ORDER
Announce the presence of a Quorum.
INVOCATION & PLEDGE OF ALLEGIANCE
PRESENTATION
• Employee Milestones—Lynn Fagerstrom, HR Manager— 10 years; JD Pulley,
Crewleader— 10 years; Candy Hawkins, CID Secretary— 10 years.
• Wylie Tribute to Elvis Presley Proclamation.
CITIZENS COMMENTS ON NON-AGENDA ITEMS
Residents may address Council regarding an item that is not listed on the Agenda. Residents must provide their
name and address. Council requests that comments be limited to three (3) minutes. In addition, Council is not
allowed to converse, deliberate or takes action on any matter presented during citizen participation.
July 26,2011 Wylie City Council Regular Meeting Agenda Page 2 of 3
CONSENT AGENDA
All matters listed under the Consent Agenda are considered to be routine by the City Council and will be enacted by
one motion. There will not be separate discussion of these items. If discussion is desired, that item will be removed
from the Consent Agenda and will be considered separately.
A. Consider, and act upon, approval of the Minutes of the July 12, 2011 Regular
Meeting of the Wylie City Council. (C. Ehrlich, City Secretary)
B. Consider and place on file, the Monthly Revenue and Expense Report for the City of
Wylie as of June 30, 2011. (L. Bantz, Finance Director)
C. Consider and place on file the City of Wylie Monthly Investment Report for June
30, 2011. (L. Bantz, Finance Director)
D. Consider, and place on file, the Monthly Revenue and Expense Report for the Wylie
Economic Development Corporation as of June 30, 2011. (S. Satterwhite, Executive
Director WEDC)
E. Consider, and act upon, approval of a proposal from Fire Training Structures, LLC
in the amount of$54,685.00 for the purchase and installation of an open bay system
fire training structure. (R. Corbin, Fire Chief)
F. Consider, and act upon, award of a contract to Digital Resources, Inc., in the
amount of $74,915.40 for the installation of audio-visual equipment in selected
conference rooms and meeting rooms located in the Smith Public Library,
Recreation Center, and City Hall. (C. Kelly, Public Information Officer)
REGULAR AGENDA
General Business
1. Consider and act upon award of a contract to Tiseo Paving Company in the amount
of $7,918,059.07 for the reconstruction of Brown Street from SH 78 to Wylie East
Drive. (C. Holsted, City Engineer)
Executive Summary
The Brown Street East paving project includes reconstructing approximately 11,100 linear feet of 4-lane
concrete pavement section with sidewalks on Brown Street from SH 78 to Stone Road. On June 24, 2011,
the City opened seven bids with the low bid being submitted by Tiseo Paving Company. The project
includes approximately 70,850 square yards of concrete paving, 9,100 square yards of concrete sidewalk,
and approximately 5,000 linear feet of 24-inch, 12-inch, and 8-inch water line relocation. Two alternates
were bid with the project. The bid for roadway illumination was $371,957.64 and the bid for median
irrigation was$52,052.29.
WORK SESSION
• WEDC presentation of the 2011-2012 Budget.
• Finance Department Annual Overview
• 2011-2012 Budget Overview Follow-Up
July 26,2011 Wylie City Council Regular Meeting Agenda Page 3 of 3
ADJOURNMENT
CERTIFICATION
I certify that this Notice of Meeting was posted on this 22nd day of July 2011 at 5:00 p.m. as required by law in
accordance with Section 551.042 of the Texas Government Code and that the appropriate news media was
contacted. As a courtesy, this agenda is also posted on the City of Wylie website: www.wylietexas.gov.
Carole Ehrlich,City Secretary Date Notice Removed
, .
7
Wylie City Council
CITY OF WYLIE
q
Minutes
Wylie City Council Meeting
Tuesday, July 12, 2011 — 6:00 p.m.
Wylie Municipal Complex — Council Chambers
300 Country Club Road, Bldg. 100
Wylie, TX 75098
CALL TO ORDER
Announce the presence of a Quorum.
Mayor Eric Hogue called the meeting to order at 6:00 p.m. City Council members present
included: Mayor Pro Tem Red Byboth, Councilwoman Kathy Spillyards, Councilwoman Diane
Culver, Councilman Rick White, Councilman David Goss, and Councilman Bennie Jones.
Staff present were: City Manager, Mindy Manson; Assistant City Manager, Jeff Butters; Police
Chief, John Duscio; Fire Chief, Randy Corbin; Finance Director, Linda Bantz; Planning Director,
Renae' 011ie; Public Services Director, Mike Sferra; Library Director, Rachel Orozco; City
Engineer, Chris Hoisted; Wylie Economic Development Director, Sam Satterwhite; Human
Resources Manager, Lynn Fagerstrom; City Secretary, Carole Ehrlich; Public Information Officer,
Craig Kelly, and various support staff.
INVOCATION & PLEDGE OF ALLEGIANCE
Fire Chief Corbin gave the invocation and Boy Scout Troop#302 led the Pledge of Allegiance.
PRESENTATION
• Heat Awareness Month/July
Mayor Hogue presented a proclamation declaring the Month of July as "Heat Awareness
Month." Chief Corbin asked all citizens to be vigilant for signs of heat exhaustion, drink plenty of
liquids, and never leave small children and animals in vehicles or outdoors for any period of time
in this extreme heat.
CITIZENS COMMENTS ON NON-AGENDA ITEMS
Residents may address Council regarding an item that is not listed on the Agenda. Residents must provide their
name and address. Council requests that comments be limited to three (3) minutes. In addition, Council is not
allowed to converse, deliberate or take action on any matter presented during citizen participation.
Ken Lovett, residing at 806 Memorial Drive, Wylie, addressed council with concerns regarding a
new Wylie business called Purple Haze.
Minutes July 12, 2011
Wylie City Council
Page 1
Matthew Butschek, residing at 1755 FM 1378, Wylie, addressed council with concerns about the
new concession stand to be built at Community Park and the type of food they would be selling.
DeDe Burke, residing at 1301 Aspen Lane, Wylie, addressed council thanking staff and council
for their assistance during the July Jubilee Event sponsored by the Wylie Downtown Merchants
Association on July 9th
Sam Satterwhite, Wylie Economic Develop Corporation Executive Director, addressed council
stating that the WEDC project on Martinez Road has been completed. He stated that there was
not one time that the contractor was not able to smoothly complete permitting and inspections
for the project. He thanked the Fire Department, City Engineer, and Building Inspections
Department for working seamlessly with the contractor to complete the project.
CONSENT AGENDA
All matters listed under the Consent Agenda are considered to be routine by the City Council and will be enacted by
one motion. There will not be separate discussion of these items. If discussion is desired, that item will be removed
from the Consent Agenda and will be considered separately.
A. Consider, and act upon, approval of the Minutes of the June 28, 2011 Regular
Meeting of the Wylie City Council. (C. Ehrlich, City Secretary)
B. Consider, and place on file, the Monthly Revenue and Expense Report for the Wylie
Economic Development Corporation as of May 31, 2011. (S. Satterwhite, Executive
Director, WEDC)
C. Consider, and act upon, Wylie is H.O.P.E. vendor registration to sell crafts at the
Olde City Park September 17, 2011 (or November 12, rain date) for Wylie Rodeo
Weekend to fundraise for Wylie is H.O.P.E. (R. Diaz, Parks & Recreation
Superintendant)
D. Consider, and act upon, Wylie Women's League vendor registration to host the
Wylie Women's League Fall Festival to sell crafts in Olde City Park on October 22,
2011 (or November 5tn rain date), to fundraise for WWL scholarships. (R. Diaz,
Parks &Recreation Superintendent)
Council Action
A motion was made by Councilman White, seconded by Councilwoman Spillyards to approve
the consent agenda as presented. A vote was taken and the motion passed 7-0.
REGULAR AGENDA
1. Consider, and act upon the acceptance of the resignation of Jeremy Jordan and the
appointment of a new member to the Planning and Zoning Commission for the
unexpired term of July 2011 to July 2012. (R. 011ie, Planning Director)
Council Discussion
Minutes July 12, 2011
Wylie City Council
Page 2
Mayor Hogue asked the 2011 Interview Panel if they had any suggestions regarding a replacement for
Mr. Jordan on the Planning and Zoning Commission. Councilwoman Culver stated that she would like to
see Matthew Kirk appointed to replace Mr. Jordan.
Council Action
A motion was made by Councilwoman Culver, seconded by Councilman Jones to accept the
resignation of Jeremy Jordan and to appoint Matthew Kirk to the Planning and Zoning
Commission for the unexpired term of July 2011 to July 2012. A vote was taken and the motion
passed 7-0.
Mayor Hogue convened into Executive Session reading the exception below at 6:40 p.m.
EXECUTIVE SESSION
Recess into Closed Session in compliance with Section 551.001, et.seq. Texas Government Code, to wit:
§§ 551.087 —Economic Development Negotiations (SB1851)
• Clark Street Development Discussion (S. Satterwhite, WEDC Executive
Director)
Mayor Hogue reconvened into Open Session at 7:05 p.m.
RECONVENE INTO REGULAR SESSION
There was not action taken as a result of Executive Session.
WORK SESSION
• CWD Green Initiatives
Assistant City Manager Butters explained that CWD was now in the business of recycling. He
presented a proposal for two events by CWD to take place on City property for one full day,
twice per year to collect hazardous waste from utility users. He explained that the proposal
included a slight increase in sewer rates. CWD was proposing to charge 15 cents per month for
each customer in year one, 30 cents in year two, and 40 cents in year three. The services would
include: household hazardous waste, electronics, household metal appliances, automotive tires,
and document shredding. The proposed events would be called the "X-treme Green Event."
Community Waste Disposal representative J. B. Sweeney explained that the proposal included
the three steps to ease customers into the additional rate. He stated that the events had been
scheduled for other communities and had been very successful. Each city provided the location
in which to hold the event.
Assistant City Manager Butters recommended, due to administrative staff time involved with
each rate increase, that the rate be set at 40 cents in year one and continue at that rate. He
noted that the current rate was $11.30 per month which was lower than all surrounding cities.
He noted solid waste rates had not been raised since 2006.
Minutes July 12, 2011
Wylie City Council
Page 3
He asked for council direction regarding the proposed services stating that many citizens had
requested the city provide the hazardous waste removal service since the termination of Clean
up —Green up two years ago.
Direction from council was to move forward with the proposed services to bring back to council
at a later date.
• 2011-2012 Budget Overview
City Manager Manson reviewed the proposed budget for FY 2011-2012 with the Wylie City
Council. She presented the General Fund including some requests made by individual
departments for the next fiscal year. She noted that cuts were still required prior to final
presentation in September due to the $1.2 million shortage in revenues to expenditures. Manson
reviewed the General Fund, Utility Fund, the 4B Sales Tax Fund, Recreation Center Fund and
other special revenue funds.
Manson explained that as part of the budget she was recommending some form of salary
increase, perhaps in the form of a onetime "lump sum" payment to each employee in lieu of the
step plan. She noted that salaries had not been increased for two years. She also reported the
recommendation, if possible, to slightly reduce the overall tax rate in the coming year. She
explained that once the final certified values were received from the appraisal districts, staff
would have a better idea of overall revenues to base recommendations upon.
Council members asked City Manager Manson to review the possibility to provide options for
drop-off/child care for older children (ages 7-12 years) at the Recreation Center.
Mayor Pro Tem Byboth left the meeting at 8:50 p.m.
ADJOURNMENT
With no further business before the Wylie City Council, a motion was made by Councilman
White, seconded by Councilman Jones to adjourn the meeting at 8:55 p.m. A vote was taken
and the motion passed 6-0 with Mayor Pro Tem Byboth absent.
Eric Hogue, Mayor
ATTEST:
Carole Ehrlich, City Secretary
Minutes July 12, 2011
Wylie City Council
Page 4
Wylie City Council
CITY OF WYLIE AGENDA REPORT
Meeting Date: July 26, 2011 Item Number: B.
Department: Finance (City Secretary's Use Only)
Prepared By: Finance Account Code:
Date Prepared: July 15, 2011 Budgeted Amount:
Revenue and Expenditure
Exhibits: Monthly Report
Subject
Consider, and place on file, the City of Wylie Monthly Revenue and Expenditure Report for June 30, 2011.
Recommendation
Motion to accept and place on file, the City of Wylie Monthly Revenue and Expenditure Report for June 30,
2011.
Discussion
The Finance Department has prepared the attached reports for the City Council as required by the City Charter.
Approved By
Initial Date
Department Director LB July 15 2011
City Manager I IM 12
Page 1 of 1
CITY OF WYLIE
MONTHLY FINANCIAL REPORT
June 30,2011
ANNUAL CURRENT YTD ACTUAL Benchmark
BUDGET MONTH ACTUAL YTD ACTUAL AS A PERCENT 75.00%
ACCOUNT DESCRIPTION 2010-2011 2010-2011 2010-2011 OF BUDGET
GENERAL FUND REVENUE SUMMARY
TAXES 16,489,668 308,802 15,457,093 93.74% A
FRANCHISE FEES 2,260,000 889,388 1,898,773 84.02% B
LICENSES AND PERMITS 287,030 48,505 423,942 147.70% C
INTERGOVERNMENTAL REV. 602,992 89,787 527,450 87.47%
SERVICE FEES 2,204,000 186,678 1,474,556 66.90% D
FINES AND FORFEITURES 548,107 32,489 230,462 42.05% E
INTEREST INCOME 30,000 1,056 14,840 49.47% F
MISCELLANEOUS INCOME 322,646 10,922 297,069 92.07%
OTHER FINANCING SOURCES 1,252,612 0 1,834,776 146.48% G
REVENUES 23,997,055 1,567,627 22,158,961 92.34%
USE OF FUND BALANCE 1,656,935 NA NA NA H
TRANSFER FROM FLEET 742,500
TOTAL REVENUES 26,396,490 NA NA NA
GENERAL FUND EXPENDITURE SUMMARY
CITY COUNCIL 83,281 5,571 52,385 62.90%
CITY MANAGER 780,333 34,807 535,958 68.68%
CITY SECRETARY 241,365 10,137 164,357 68.09%
CITY ATTORNEY 128,000 24,193 84,799 66.25%
FINANCE 854,888 70,095 630,882 73.80%
FACILITIES 286,800 15,748 141,115 49.20%
MUNICIPAL COURT 318,850 12,307 203,762 63.91%
HUMAN RESOURCES 194,693 9,851 139,079 71.44%
PURCHASING 114,578 5,499 81,755 71.35%
INFORMATION TECHNOLOGY 1,026,949 51,424 840,501 81.84%
POLICE 5,338,970 243,649 3,637,966 68.14%
FIRE 5,325,604 267,721 3,665,049 68.82%
ANIMAL CONTROL 294,510 14,487 191,731 65.10%
PLANNING 464,984 20,701 311,197 66.93%
BUILDING INSPECTION 661,316 32,048 469,349 70.97%
CODE ENFORCEMENT 190,686 9,458 116,766 61.23%
STREETS 1,346,214 107,277 717,676 53.31%
PARKS 1,624,723 84,029 950,758 58.52%
RECREATION 207,350 22,804 27,728 13.37% J
LIBRARY 1,217,952 98,909 925,432 75.98%
COMBINED SERVICES 5,001,071 190,404 3,469,954 69.38%
TOTAL EXPENDITURES 25,703,117 1,331,119 17,358,199 67.53%
REVENUES OVER/(UNDER)EXPENDITURES 693,373 236,508 4,800,762 24.81%
A. Property Tax Collections for FY10-11 as of June 30 are 99.60%,in comparison to FY09-10 for the same time period 97.94%.
B. Franchise Fees:The majority of franchise fees are recognized in the third and fourth quarter with electric fees making up the majority.
C. Licenses and Permits:Are recognized periodically,but we have seen an increase in plumbing,electrical and mechanical permits. New
Dwelling Permits are on track to meet projected revenue.
D.Service Fees:Trash fees are on track to meet projected revenue with the remaining fees coming from WAVE and other seasonal fees.
E. Fines and Forfeitures: Municipal Court Fines are down slightly.With the addition of bailiff/warrant officer,these revenues are projected to rise.
F. Interest Income: In relation to the last 12 months the current interest is in line with projections.
G.Other Financing Sources consist of the Utility Fund transfer and WEDC transfer for services rendered.The transfer increase is due to the scheduled
closing of the Fleet Fund.
H. Use of Fund Balance:to supplement the Emergency Communications Tower, Debt Service,Streets and Alleys,and Municipal Complex Equipment.
I. With new Municipal Complex coming online,overtime associated plus equipment purchases that were originally budgeted for in FY 2011.
J.The majority of Recreation expenses come in the third and forth quarter that are associated with WAVE.
CITY OF WYLIE
MONTHLY FINANCIAL REPORT
June 30,2011
ANNUAL CURRENT YTD ACTUAL Benchmark
BUDGET MONTH ACTUAL YTD ACTUAL AS A PERCENT 75.00%
ACCOUNT DESCRIPTION 2010-2011 2010-2011 2010-2011 OF BUDGET
UTILITY FUND REVENUES SUMMARY
SERVICE FEES 9,714,000 866,090 6,437,733 66.27%
INTEREST INCOME 30,000 890 14,471 48.24%
MISCELLANEOUS INCOME 35,000 3,610 33,638 96.11%
OTHER FINANCING SOURCES 1,500,000 0 1,843,175 122.88% K
TOTAL REVENUES 11,279,000 870,590 8,329,017 73.85%
UTILITY FUND EXPENDITURE SUMMARY
UTILITY ADMINISTRATION 334,430 11,071 226,529 67.74%
UTILITIES-WATER 1,035,708 57,143 653,944 63.14%
CITY ENGINEER 428,087 29,756 292,400 68.30%
UTILITIES-SEWER 629,347 92,870 470,804 74.81%
UTILITY BILLING 610,437 41,726 394,930 64.70%
COMBINED SERVICES 9,808,495 474,837 6,608,656 67.38%
TOTAL EXPENDITURES 12,846,504 707,403 8,647,263 67.31%
REVENUES OVER/(UNDER)EXPENDITURES -1,567,504 163,187 -318,246 6.53%
K.Other financing sources consist of a transfer from the Impact Fund into Utility Fund,as well as a transfer from the scheduled closing of the Fleet Fund.
Wylie City Council
CITY OF WYLIE AGENDA REPORT
Meeting Date: July 26, 2011 Item Number: C.
Department: Finance (City Secretary's Use Only)
Prepared By: Finance Account Code:
Date Prepared: July 15, 2011 Budgeted Amount:
Exhibits: Investment Report
Subject
Consider, and place on file, the City of Wylie Monthly Investment Report for June 30, 2011.
Recommendation
Motion to accept and place on file, the City of Wylie Monthly Investment Report for June 30, 2011.
Discussion
The Finance Department has prepared the attached reports for the City Council as required by the City Charter.
Approved By
Initial Date
Department Director LB July 15 2011
City Manager IMM1°;„
Page 1 of 1
rity
2010-2011 Investment Report
June 30, 2011
Money Market Accounts: MMA
Certificates of Deposit: CCD
Treasury Bills: T-Bills
Treasury Notes: T-Notes
Government Agency Notes: AN
Invest. Principal Type Of Interest Purchase Maturity
Number Amount Security Rate Issuer Date Date
1 $51,796,126.78 MMA 0.0800% Texpool 12/31/2006 NA
2 $15,004,549.05 MMA 0.0889% TexStar 3/15/2011 NA
$66,800,675.83
Total
Weighted Average Coupon: 0.08% Money Markets: $66,800,675.83
Weighted Average Maturity(Days): 1.00 Certificates of Deposits: $0.00
$66,800,675.83
74/1 Wylie City Council
CITY OF WYLIE AGENDA REPORT
Meeting Date: July 26, 2011 Item Number: D.
Department: WEDC (City Secretary's Use Only)
Prepared By: Sam Satterwhite Account Code:
Date Prepared: July 14, 2011 Budgeted Amount:
Exhibits: 1
Subject
Consider, and place on file, the Monthly Revenue and Expense Report for the Wylie Economic Development
Corporation as of June 30, 2011.
Recommendation
Accept, and place on file, the Monthly Revenue and Expense Report for the Wylie Economic Development
Corporation as of June 30, 2011.
Discussion
The Wylie Economic Development Corporation (WEDC) Board of Directors approved the attached financials
on July 15, 2011.
Approved By
Initial Date
Department Director SS 7-14-11
City Manager IMM 112 /
Page 1 of 1
7-07-2011 d2:25 :?M CITY OF WYLIE PAGE: 1
BALANCE SHEET
AS OF: NNE 30TH, 2011
111-WYLIE ECONOMiC DEVEL CORP
ACCOUNTik TITLE
ASSETS
1000-10110 CLA�M ON CASH AND CASH EQUIV. 1,039,886.59
1000-10115 CASfI - WEDC - INWOOD 0.00
1000-10135 INWOOD BANK - ESCROW 0.00
1000-10180 DEPOSITS 2,000.00
1000-10198 OTHF:R - M:SC CLEARING 295.26
1000-10341 TEXF>OOL 0.00
1000-I0393 LOGI:C 0.00
1000-10481 INTE;REST RECEIVP,BLE 0.00
1000-11511 ACCT'S REC - MISC 0.00
1000-11517 ACCT'S R�C - SALES TAX 0.00
1000-12996 LOAI6' REC - JACOBY 0.00
1000-12997 ACCT'S RF,C - JTM TECH 0.00
1000-12998 ACCTS REC - SAVAGE 301,030.72
1000-19112 INVENTORY - MATERIAL/ SUPPLY 0.00
1000-14116 INVENTORY - LAND 3,062,109.82
:000-14118 INVENTORY - BAYCO/ SANDEN BLVD 0.00
1000-14310 PREPAZD EXPENSES - MISC 0.00
1000-14410 DEFERRED CHARGES 669,332.80
5,074,655.19
TOTAL ASSETS 5,074,655.19
LIABILZTIES
2000-20110 FEDE:�AL INCOME TAX PAYABLE 0.00
2000-20111 MEDICARE PAYABLE 0.00
2000-20112 CHIL'J SUPPORT PAYABLE 0.00
2000-20113 CREDIT UNION PAYABLE 0.00
2000-20119 IRS ::EVY PAYABLE 0.00
2000-20115 NATIONWIDE DEFERRED COM? 0.00
2000-20116 HEAL'CH INSUR PAY-EMPLOYEE ( 262.62)
2000-20117 TMRS PAYABLE 1,007.72
2000-20:18 ROTH IRA PAYABLE 0.00
2000-20119 WORSCFiRS COMP PAYA3LE 0.00
2000-20120 FICA PAYABLE 0.00
2000-20121 TEC F?AYABLE 0.00
2000-20122 STUDEiNT LOAN LEVY PAYABLE 0.00
2000-20123 ALIMONY PAYABLE 0.00
2000-20124 BANICFtUPTCY PAYA3LE 0.00
2000-20125 VALIC DEFERRED COMP 0.00
Z000-20126 ZCMA PAYABLE 0.00
2000-20130 FLEX_'BLE SPENDING ACCOUNT 3,299.88
2000-20i51 ACCRL�ED WAGES PAYABi.E 0.00
2000-20180 ADDIP EMPLOYEE INSUR PAY ( 1.96)
2000-20199 MISC PAYROLL PAYABLE 0.00
2000-20201 AP PE,NDiNG 0.00
2000-20210 ACCOUNT.S PAYABLE ( 35,I08.37)
2000-20530 PROPERTY TAXES PAYABLE 0.00
2000-20540 NOTES PAYABLE 669,332.80
2000-208:0 DUE TO GENERAL FUND 0.00
7-07-2011 02:25 PNI CITY OF WYLIE PAGE: 2
BALANCE SHEET
AS OF: JUNE 30TH, 2011
111-WYLIE ECONOMIC DEVEL CORP
ACCOUNT# TITLE
2000-22270 DEFERRED REVENUE 202,113.52
2000-22915 RENTAL DEPOSITS 1,800.00
TOTAL LIABILITIES 842,181.47
EQUITY
3000-34590 FUND BALANCE-UNRESERV/UNDESIG 3,877,296.71
TOTAL BEGINNING EQUITY 3;877,296.71
TOTAL REVENUE 5,420,116.18
TOTAL EXPENSES 5,064,939.17
REVENUE OVER/(UNDER) EXPENSES 355,177.01
TOTAL EQUITY & OVER/(UNDER) 4,232,473.72
TOTAL LIABILITIES, EQUITY & OVER/(UNDER) 5,074,655.19
7-07-2011 02:25 PM CITY OF WYLIE PAGE: 1
BALANCE SHEET
AS OF: JUNE 30TH, 2011
922-GEN LONG TERM DEBT (WEDC)
ACCOUNT# TITLE
ASSETS
1000-10312 GOVERNMENT NOTES 0.00
1000-18110 LOAN - WEDC 0.00
1000-18120 LOAN - BIRMINGHAM 0.00
1000-18210 AMOUNT TO BE PROVIDED 0.00
1000-18220 BIRMINGHAM LOAN 0.00
0.00
TOTAL ASSETS 0.00
LIABILITIES
2000-20310 COMPENSATED ABSENCES PAYABLE 36,069.88
2000-20311 COMP ABSENCES PAYABLE-CURRENT 2,830.57
2000-21410 ACCRUED INTEREST PAYABLE 0.00
2000-28205 WEDC LOANS - CURRENT 29,048.88
2000-28220 BIRMINGHAM LOAN 0.00
2000-28230 INWOOD LOAN 0.00
2000-28235 ANB LOAN 374,307.55
2000-28236 ANB CONSTRUCTION LOAN 3,874,533.00
2000-28240 HUGHES LOAN 189,068.10
2000-28250 CITY OF WYLIE LOAN 0.00
2000-28260 PRIME KUTS LOAN 0.00
2000-28270 BOWLAND/ANDERSON LOAN 0.00
2000-28280 CAPITAL ONE CAZAD LOAN 0.00
TOTAL LIABILITIES 4,505,857.98
EQUITY
3000-34590 FUND BALANCE-UNRESERV/UNDESIG( 800,265.05)
TOTAL BEG::NNING EQUITY ( 800,265.05)
TOTAL REVENUE ( 3,874,533.00)
TOTAL EXPENSES ( 168,940.07)
REVENUE OVER/(UNDER) EXPENSES ( 3,705,592.93)
TOTAL EQUITY & OVER/(UNDER) ( 4,505,857.98)
TOTAL LIABILITIES, EQUITY & OVER/(UNDER) 0.00
7-07-2011 02:26 PM CITY OF WYLIE PAGE: 1
REVENUE AND EXPENSE REPORT - (UNAUDITED)
AS OF: JUNE 30TH, 2011
111-WYLIE ECONOMIC DEVEL CORP
FINANCIAL SUMMARY
CURRENT CURRENT PRIOR YEAR Y-T-D Y-T-D BUDGET % OF
BUDGET PERIOD PO ADJUST. ACTUAL ENCUMBRANCE BALANCE BUDGET
REVENUE SUMMARY
TAXES 1,364,056.00 116,832.90 0.00 841,236.40 0.00 522,819.60 61.67
INTEREST INCOME 3,000.00 86.99 0.00 1,420.19 0.00 1,579.81 47.34
MISCELLANEOUS INCOME 727,050.00 7,638.63 0.00 702,926.59 0.00 24,123.41 96.68
OTHER FINANCING SOURCES 0.00 1,312,802.00 0.00 3,874,533.00 0.00 ( 3,874,533.00) 0.00
TOTAL REVENUES 2,094,106.00 1,437,360.52 0.00 5,420,116.18 0.00 ( 3,326,010.18) 258.83
EXPENDITURE SUMMARY
DEVELOPMENT CORP-WEDC 7,666,954.00 1,378,258.80 0.00 5,064,939.17 9,176.44 2,592,838.39 66.18
TOTAL EXPENDITURES 7,666,954.00 1,378,258.80 0.00 5,064,939.17 9,176.44 2,592,838.39 66.18
REVENUE OVER/(UNDER) EXPENDITURES ( 5,572,848.00) 59,101.72 0.00 355,177.01 ( 9,176.44) ( 5,918,848.57) 6.21-
7-07-2011 02:26 PM CITY OF WYLIE PAGE: 2
REVENUE AND EXPENSE REPORT - (UNAUDITED)
AS OF: JUNE 30TH, 2011
111-WYLIE ECONOMIC DEVEL CORP
REVENUES
CURRENT CURRENT PRIOR YEAR Y-T-D Y-T-D BUDGET % OF
BUDGET PERIOD PO ADJUST. ACTUAL ENCUMBRANCE BALANCE BUDGET
TAXES
4000-40210 SALES TAX 1,364,056.00 116,832.90 0.00 841,236.40 0.00 522,819.60 61.67
TOTAL TAXES 1,364,056.00 116,832.90 0.00 841,236.40 0.00 522,819.60 61.67
INTEREST INCOME
4000-46050 CERTIFICATE OF DEPOSIT 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4000-46110 ALLOCATED INTEREST EARNINGS 3,000.00 86.99 0.00 1,420.19 0.00 1,579.81 47.34
4000-46140 TEXPOOL INTEREST 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4000-46143 LOGIC INTEREST 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4000-46210 BANK MONEY MARKET INTEREST 0.00 0.00 0.00 0.00 0.00 0.00 0.00
TOTAL INTEREST INCOME 3,000.00 86.99 0.00 1,420.19 0.00 1,579.81 47.34
MISCELLANEOUS INCOME
4000-48110 RENTAL :INCOME 87,800.00 7,200.00 0.00 61,900.00 0.00 25,900.00 70.50
4000-48310 RECOVERY - PRIOR YEAR EXPEN 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4000-48410 MISCELLANEOUS INCOME 639,250.00 438.63 0.00 641,026.59 0.00 ( 1,776.59) 100.28
4000-48430 GAIN/LOSS SALE OF CAP ASSET 0.00 0.00 0.00 0.00 0.00 0.00 0.00
TOTAL MISCELLANEOUS INCOME 727,050.00 7,638.63 0.00 702,926.59 0.00 24,123.41 96.68
OTHER FINANCING SOURCES
4000-49160 TRANSFER FROM GENERAL FUND 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4000-49325 BANK NOTE PROCEEDS 0.00 1,312,802.00 0.00 3,874,533.00 0.00 ( 3,874,533.00) 0.00
TOTAL OTHER FINANCING SOURCES 0.00 1,312,802.00 0.00 3,874,533.00 0.00 ( 3,874,533.00) 0.00
TOTAL REVENUES 2,094,106.00 1,437,360.52 0.00 5,420,116.18 0.00 ( 3,326,010.18) 258.83
7-07-2011 02:26 PM CITY OF WYLIE PAGE: 3
REVENUE AND EXPENSE REPORT - (UNAUDITED)
AS OF: JUNE 30TH, 2011
111-WYLIE ECONOMIC DEVEL CORP
DEVELOPMENT CORP-WEDC
DEPARTMENTAL EXPENDITURES
CURRENT CURRENT PRIOR YEAR Y-T-D Y-T-D BUDGET % OF
BUDGET PERIOD PO ADJUST. ACTUAL ENCUMBRANCE BALANCE BUDGET
PERSONNEL SERVICES
5611-51110 SALARIES 169,552.00 6,629.62 0.00 117,414.34 0.00 52,137.66 69.25
5611-51130 OVERTIME 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5611-51140 LONGEVITY PAY 960.00 0.00 0.00 964.00 0.00 ( 4.00) 100.42
5611-51145 SICK LEAVE BUYBACK 1,924.00 0.00 0.00 1,764.62 0.00 159.38 91.72
5611-51160 CERTIFICATION INCENTIVE 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5611-51170 PARAMED:C INCENTIVE 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5611-51210 CAR ALLOWANCE 11,320.00 435.39 0.00 7,880.56 0.00 3,439.44 69.62
5611-51220 PHONE ALLOWANCE 3,456.00 132.92 0.00 2,405.85 0.00 1,050.15 69.61
5611-51230 CLOTHING ALLOWANCE 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5611-51310 TMRS 20,792.00 0.00 0.00 13,631.87 0.00 7,160.13 65.56
5611-51410 HOSPITAL & LIFE INSURANCE 24,796.00 1,698.31 0.00 16,530.30 0.00 8,265.70 66.67
5611-51420 LONG-TERM DISABILITY 967.00 38.22 0.00 382.20 0.00 584.80 39.52
5611-51440 FICA 11,611.00 875.58 0.00 6,214.22 0.00 5,396.78 53.52
5611-51450 MEDICARE. 2,716.00 204.77 0.00 1,843.58 0.00 872.42 67.88
5611-51470 WORKERS COMP PREMIUM 628.00 0.00 0.00 486.69 0.00 141.31 77.50
5611-51480 UNEMPLOYMENT COMP (TWC) 540.00 0.00 0.00 144.00 0.00 396.00 26.67
TOTAL PERSONNEL SERVICES 249,262.00 10,014.81 0.00 169,662.23 0.00 79,599.77 68.07
SUPPLIES
5611-52010 OFFICE SUPPLIES 14,200.00 99.00 0.00 11,024.32 0.00 3,175.68 77.64
5611-52040 POSTAGE & FREIGHT 1,220.00 0.00 0.00 201.50 0.00 1,018.50 16.52
5611-52130 TOOLS/ EQUIP - UNDER $100 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5611-52810 FOOD SUPPLIES 3,600.00 260.31 0.00 2,519.61 15.00 1,065.39 70.41
5611-52990 OTHER 0.00 0.00 0.00 0.00 0.00 0.00 0.00
TOTAL SUPPLIES 19,020.00 359.31 0.00 13,745.43 15.00 5,259.57 72.35
MATERIALS FOR MAINTENANC
5611-54630 TOOLS & EQUIPMENT 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5611-54810 COMPUTER HARD/SOFTWARE 2,000.00 67.50 0.00 1,632.23 0.00 367.77 81.61
5611-54990 OTHER 20,000.00 1,908.49 0.00 13,036.50 1,121.16 5,842.34 70.79
TOTAL MATERIALS FOR MAINTENANC 22,000.00 1,975.99 0.00 14,668.73 1,121.16 6,210.11 71.77
CONTRACTUAL SERVICES
5611-56030 INCENTIVES 782,388.00 0.00 0.00 144,325.39 0.00 638,062.61 18.45
5611-56040 SPECIAL SERVICES 25,845.00 1,175.00 0.00 21,150.92 0.00 4,694.08 81.84
5611-56080 ADVERTISING 39,590.00 2,099.00 0.00 8,944.00 765.00 29,881.00 24.52
5611-56090 COMMUNITY DEVELOPMENT 47,915.00 1,860.00 0.00 22,004.88 0.00 25,910.12 45.92
5611-56110 COMMUNICATIONS 4,340.00 313.20 0.00 3,073.93 0.00 1,266.07 70.83
5611-56180 RENTAL 27,000.00 2,342.41 0.00 20,690.87 0.00 6,309.13 76.63
5611-56210 TRAVEL & TRAINING 40,677.00 1,831.76 0.00 15,581.31 0.00 25,095.69 38.30
5611-56250 DUES & SUBSCRIPTIONS 7,813.00 0.00 0.00 2,280.00 3,368.00 2,165.00 72.29
5611-56310 INSURANCE 303.00 0.00 0.00 0.00 0.00 303.00 0.00
5611-56510 AUDIT & LEGAL SERVICES 20,900.00 5,581.89 0.00 16,766.09 0.00 4,133.91 80.22
5611-56570 ENGINEERING/ARCHITECTURAL 17,500.00 6,562.50 0.00 13,710.50 0.00 3,789.50 78.35
5611-56610 UTILITIES-ELECTRIC 4,800.00 39.61 0.00 1,338.48 157.28 3,304.24 31.16
TOTAL CONTRACTUAL SERVICES 1,019,071.00 21,805.37 0.00 269,866.37 4,290.28 744,914.35 26.90
7-07-2011 02:26 PM CITY OF WYLIE PAGE: 4
REVENUE AND EXPENSE REPORT - (UNAUDITED)
AS OF: JUNE 30TH, 2011
111-WYLIE ECONOMIC DEVEL CORP
DEVELOPMENT CORP-WEDC
DEPARTMENTAL EXPENDITURES
CURRENT CURRENT PRIOR YEAR Y-T-D Y-T-D BUDGET % OF
BUDGET PERIOD PO ADJUST. ACTUAL ENCUMBRANCE BALANCE BUDGET
DEBT SERVICE & CAP. REPL
5611-57110 DEBT SERVICE-BOND DEBT 402,738.00 12,131.11 0.00 279,506.39 0.00 123,231.61 69.40
5611-57710 BAD DEBT EXPENSE 0.00 0.00 0.00 0.00 0.00 0.00 0.00
TOTAL DEBT SERVICE & CAP. REPL 402,738.00 12,131.11 0.00 279,506.39 0.00 123,231.61 69.40
CAPITAL OUTLAY
5611-58110 LAND-PURCHASE PRICE 516,949.00 0.00 0.00 275,064.65 0.00 241,884.35 53.21
5611-58120 DEVELOPMENT FEES 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5611-58210 STREETS & ALLEYS 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5611-58810 COMPUTER. HARD/SOFTWARE 500.00 0.00 0.00 0.00 0.00 500.00 0.00
5611-58830 FURNITURE & FIXTURES 10,000.00 0.00 0.00 9,463.41 0.00 536.59 94.63
5611-58910 BUILDING'S 5,422,414.00 1,331,972.21 0.00 4,253,476.61 3,750.00 1,165,187.39 78.51
5611-58995 CONTRA CAPITAL OUTLAY 0.00 0.00 0.00 ( 225,514.65) 0.00 225,514.65 0.00
TOTAL CAPITAL OUTLAY 5,949,863.00 1,331,972.21 0.00 4,312,490.02 3,750.00 1,633,622.98 72.54
OTHER FINANCING (USES)
5611-59111 TRANSFER. TO GENERAL FUND 5,000.00 0.00 0.00 5,000.00 0.00 0.00 100.00
5611-59190 TRANSFER. TO THORUGHFARE IMP 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5611-59990 PROJECT ACCOUNTING 0.00 0.00 0.00 0.00 0.00 0.00 0.00
TOTAL OTHER FINANCING (USES) 5,000.00 0.00 0.00 5,000.00 0.00 0.00 100.00
TOTAL DEVELOPMENT CORP-WEDC 7,666,954.00 1,378,258.80 0.00 5,064,939.17 9,176.44 2,592,838.39 66.18
TOTAL EXPENDITURES 7,666,954.00 1,378,258.80 0.00 5,064,939.17 9,176.44 2,592,838.39 66.18
REVENUE OVER (UNDER) EXPENDITURES ( 5,572,848.00) 59,101.72 0.00 355,177.01 ( 9,176.44) ( 5,918,848.57) 6.21-
*** END OF REPORT ***
Wylie Economic Development Corporation
Balance Sheet Subiedger
June 30, 2011
Inventory-Land
Date of Pur. Address Acreage Improvements Cost Basis
Value Sq. Ft.
McMasters 7/12/05 709 Cooper 0.48 n/a 202,045.00
Heath 12/28/05 706 Cooper 0.46 32,005 3,625 186,934.22
Perry 9/13/06 707 Cooper 0.491 n/a 200,224.00
Bowland/Anderson 10/9/07 Cooper Dr. 0.372 n/a 106,418.50
KCS 8/1/08 Cooper Dr. 0.406 n/a 60,207.87
Hughes 7/25/06 211 -212 Industrial 0.74 209,801 10,000 420,361.21
R.O.W. 0.18 41,585.26
Prime Kuts 10/8/07 207 Industrial 0.20 182,223 4,550 229,284.00
R.O.W. 0.11 n/a 77,380.45
Cazad 3/17/08 210 Industrial 0.27 128,083 3,900 200,781.55
Ferrell 9/29/05 2806 F.M. 544 1.09 n/a 239,372.00
Sale of R.O.W. 2/14/07 -0.09 -20,094.48
Crossroads 6/12/09 2804 F.M. 544 0.44 24,696 4,750 171,842.02
Regency Pk. 6/4/10 25 Steel Road 0.65 n/a 25,170.77
Premier Plaza 8/26/05 Martinez Lane 25.00 n/a 639,000.00
Sale to Savage 5/28/08 -3.87 -98,917.20
SAF-Holland 12/14/10 Martinez Lane 1.33 n/a 225,514.65
ACE Martinez Lane 96,000
Premier Industrial Park 7/12/07 Hensley 3.2 n/a 155,000.00
Total 31.45 576,808 122,825 3,062,109.82
*A Journal entry was made by auditors to adjust the cost of the Hughes land by$4,638.79. This amount was for taxes
owed and therefore not part of the land value.
*Prime Kuts total purchase price was$306,664.45. The distribution between 207 Industrial and R.O.W. purchased was
developed by Seller for tax purposes.
Wylie Economic Development Corporation
Balance Sheet Sub ledger
June 30, 2011
Notes Payable
Date of Rate of
Purchase Payment Beginning Bal. Principal Interest Interest Principal Balance
May 31, 2011 $602,010.89
Hughes(#59 of 120) 7/25/06 3,676.29 200,503.01 2,840.87 853.43 5.00 197,662.14
ANBTX (#8 of 60) 10/28/10 8,454.82 401,507.88 6,745.26 1,709.56 4.95 394,762.62
June 30, 2011 9,586.13 $2,562.99 $592,424.76
Note: Principal and Interest payments vary by date of payment.
WYLIE ECONOMIC DEVELOPMENT CORPORATION
SALES TAX REVENUE
FOR THE MONTH OF JULY 2011
MONTH WEDC WEDC WEDC DIFF % DIFF
2009 2010 2011 10 VS 11 10 VS 11
DECEMBER $90,500 $81,014 $103,687 $22,673 27.99%
JANUARY 101,531 91,593 100,999 9,406 10.27%
FEBRUARY 145,246 153,281 158,204 4,923 3.21%
MARCH 87,584 89,717 104,670 14,953 16.67%
APRIL_ 86,040 89,119 98,463 9,344 10.48%
MAY 130,966 144,953 158,379 13,427 9.26%
JUNE 94,993 111,174 116,832 5,658 5.09%
JULY 95,282 99,065 119,527 20,462 20.66%
AUGUST 117,541 144,373
SEPTEMBER 104,015 98,102
OCTOBER 100,312 96,010
NOVE:MBER 144,326 145,337
Sub-Total $1,298,336 $1,343,739 $960,763 $100,847 11.73%
AUDIT ADJ
TOTAL $1,298,336 $1,343,739 $960,763 $100,847 11.73%
WEDC SALES TAX ANALYSIS
$180,000
$1 60,000
7$140,000 ;„ "-
$1:20,000 T4 ',
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Wylie City Council
CITY OF WYLIE AGENDA REPORT
Meeting Date: July 26, 2011 Item Number: E.
Department: Purchasing (City Secretary's Use Only)
Prepared By: Jim Holcomb Account Code: 132-5642-52130
Date Prepared: July 14, 2011 Budgeted Amount: $80,635.00
Exhibits: RFP & Proposal
Subject
Consider, and act upon, approval of a proposal from Fire Training Structures, LLC in the amount of$54,685.00
for the purchase and installation of an open bay system fire training structure.
Recommendation
Motion to approve a proposal from Fire Training Structures, LLC in the amount of$54,685.00 for the purchase
and installation of an open bay system fire training structure.
Discussion
Competitive proposals have been solicited in accordance with Chapter 252 of the Texas Local Government
Code for the purchase and installation of a fire training structure commonly known as a burn chamber or burn
building. The live fire open bay system is designed to simulate fully engulfed structure fires, pre-flashover and
rollover conditions. A proposal has been submitted by Fire Training Structures, LLC in the amount of
$54,685.00 for the manufacture, delivery and installation of the specified burn chamber system.
Approved By
Initial Date
Department Director HI
07/14/2011
City Manager I IM 12 / 11
Page 1 of 1
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3233 E.Corona Ave Date: 7-8-2011
Phoenix,AZ 85040 Quote Now: OB5212
Tel:(602)268-6156 Fax: (602)268-6149
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Wylie Fire Dept.
Wylie,TX
Phone: (214)697-7317
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(1) Complete New Open Bay System $52,500.00
Installed at Customer'sprepared
pre pared location. All
Training Features listed on the Open Bay Spec
Sheet are included and Ready to Use.
OPTION: 40' ISO Chassis with Exterior $22,925.00
Stairs
OPTION: Burglar Bar Window Prop I $875.00
OPTION: (2) Door Forcible Entry System i $6,875.00//$9,825.00
ke
(Stationary)//(Mobile) I
OPTION: (4) Door Forcible Entry System $9,875.00//$12,825,00
(Stationary)//(Mobile)
OPTION: Steel Panel Cutting Prop $3,750.00
OPTION: Variable Angle Rebar Cutting Prop $2,375.00 1,
OPTION: 8'x 12' Pitched Vertical $10,250.00
1
1 Ventilation Prop l
OPTION: Active Roof top(320 sq ft.) 1 $17,490.00
including toe-kick, railing&interior stairway
with Hatch
OPTION: Flat Roof Ventilation Prop $2,375.00
OPTION: Signage: (2)48"x 76" Aluminum $885.00
Signs on side of Trainer w/Fire Dept. Name
OPTION: Additional Fire Doors/ea $3,690.00
OPTION: Additional Windows/ea $1,490.00
/// OPTION: Void Space"Behind the Wall" $2,850.00 1
11Page
Prop
OPTION: Pivoting Heat Baffle $1150.00
OPTION: Interior Insulated Wall with Fire $3,090.00
Door
OPTION: Interior Winch for Vent $490.00
OPTION: Remote Temperature Monitoring $395.00
System
.. .OPTION: Rappel Tower. ...,,
$15,900.00
OPTION: (1) Day Training with a C F.I. $2,850.00
Delivery and crane service to: Wylie, TX $2,185.00
Sales Taxes—Exempt,Out of State $.00
Total Quote without Options $54,685.00
ACCEPTANCE OF PROPOSED OFFER AND TERMS:
Printed Name: FTS Salesperson:
Signature: Signature:
Title: Date:
Date:
Continued on Page 3
21ag
REQUEST FOR PROPOSALS
The City of Wylie is soliciting proposals for an open bay system fire training structure. Proposals
will be accepted until 2:00 p.m. July 13, 2011 at the Wylie Municipal Complex, Office of the
Purchasing Agent, 300 Country Club Road Wylie, Texas 75098. The City reserves the right to
reject any or all proposals and to award a contract based upon the best value for the City.
Live Fire Open Bay System Manufacturing Specifications:
This document outlines each of the components and features of the Live Fire Open Bay
System. All components will be constructed in manufacturer's fabrication shop according to
agreed upon specs at time of contract. No fabrication work will be outsourced to any third
parties. The final product will be produced and delivered within 60 to 90 days upon receipt of a
Purchase Order. The cost of delivery and crane service will be included in proposals.
Manufacturer will provide detailed drawings of the proposed System at the time of contract to
determine with Purchaser all feature/prop locations. Manufacturer will warranty the entire
System for a period of one year starting from the date of delivery (further warranty information
provided at end of Proposal). An electronic copy of the User's Manual will be included with
delivery of the System. The completed System will comply with NFPA 1403 Specs, as well as
OSHA and DOT requirements (mobile system). All supervisors must be AWS (American
Welding Society) Certified Weld Inspectors. A copy of the AWS certification for inspectors will
be included with this proposal.
A reference sheet will be included with this Proposal to provide the City with evidence of
manufacturer's capability to construct the proposed System. Manufacturer's facilities and
fabrication shops will be specifically suited for the construction of training systems. All
production, testing, fabrication and coating work will be done at one of these facilities.
General Specifications:
1. The Live Fire Open Bay System will consist of(1) one level structure with specified door,
hatch and window openings. The System will be constructed from (1) new 8' x 8.5' x 40'
ISO ocean cargo container. Total training space will be 320 sq ft.
2. The System will be constructed of 14 gauge corrugated corten steel with a continuous
weld to the structural components. The undercarriage will be constructed of 5.75" x
.125" channel with a weather resistant coating.
3. The System will have the original flooring removed from the entire unit (as required by
NFPA to not have any combustible materials in a burn room) and replaced with non-slip
diamond plate steel that is welded solid to the perimeter of the container and stitch
welded to the floor joists, thus creating a permanent, non-warping floor. The sheets of
diamond plate will also be welded together with a solid weld to maintain a flat and level
floor. Fire Blocks will be installed over the diamond plate steel in the Burn Room floor.
There will be a Clean-Out Hatch in the Burn Room end to facilitate the unloading or
cleaning out of burn material after evolutions.
4. The System will have an insulated 8' x 8' x 20' Modular, Structure Fire Burn Room which
will utilize class 'A' fuel. The walls and ceiling of the Modular Burn Room will be
constructed with new heavy gauge corrugated steel high performance insulation built to
withstand repeated evolutions up to 1100 degrees F. The interior corrugated steel is
then coated with a High Temperature coating. The corrugated sheets are welded with
solid welds and then constructed to prevent any smoke combustion in the void space
between the interior corrugated steel and the exterior shell. The continuous solid welds
between all the connecting areas of the Modular Burn Room will also provide for a
completely sealed Burn Room. The Modular Burn Room may also be replaced after
several years of usage, thus saving the expense of having to replace the entire container
shell.
5. The Modular Burn Room will have a Ventilation Hatch operated by an exterior mounted
winch & cable system. The heavily insulated Hatch is designed to create an interlocking seal
when closed.
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6. The Modular Burn Room will have heavy gauge steel material suspension chains on the
ceiling and walls. The placement of the chains is designed to allow material to be placed
along the walls and suspended from the ceiling, thus creating the ability to advance the
training to include extreme structure fire behavior.
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7. The System will have Drainage Weeps placed underneath the brick lined floor to allow
water to drain to the exterior. An additional floor drain is installed beyond the Burn
Room to alleviate any standing water. A multi-functional pallet sized Burn Crib will be
included, which will enable horizontal or vertical burning in order to create variable fire
behaviors.
8. The System will have a (2) zone interior electronic Temperature Monitoring System that
will read the ambient air temperature and relay the information to an exterior mounted
data logger. The data logger can be removed and attached to a laptop computer to
download the graphed results of each live fire evolution, (software included). (1) sensor
will be placed within the ceiling level of the Burn Room, and (1) sensor will be placed at
the middle of the container.
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steel wheel closure system. The Fire Window will have a steel wheel closure system,
fabricated by manufacturer, which is designed to keep the Window shut during training
operations. There is no need for a lock, latch or spring. A pull (from the exterior) or
push (from the interior) will easily open or close the Window. The roller latches also
serve as a safety mechanism in the event of an emergency egress from the System,
whereby the trainees don't have to attempt to locate a latch, which could possibly warp
and fail after repeated usage. Heavy Duty bullet hinges with zircon fittings are used on
the Window. The Window will open to the exterior.
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10. The System will have (1) steel reinforced, non-latching Fire Door installed on the side of
the System. The Fire Door is fabricated with insulated tube steel and reinforced
corrugated corten steel. The Fire Door has a steel wheel closure system, fabricated by
manufacturer, which is designed to keep the door shut during training operations. There
is no need for a lock, latch or spring. A pull (from the exterior) or push (from the interior)
will easily open or close the Door. The closure system also serves as a safety
mechanism in the event of an emergency egress from the System, whereby the trainees
don't have to attempt to locate a door latch, which could possibly warp and fail after
repeated usage. The Fire Door will have (3) heavy duty hinges, fabricated in-house.
The hinges will not warp and will also provide for a much longer lifespan than standard
door hinges. The Fire Door will be able to be locked from the interior. .
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11. The Doors, Window and Hatches may be locked from the interior to prevent intrusion
into the System when not in use. This also serves as a safety feature whereby these
items may not be unintentionally locked from the exterior during training evolutions. The
System wide locking set-up eliminates the need to purchase multiple padlocks.
12. The System will have the original cargo doors on the opposite end of the Burn Room.
13. The exterior finish of the System will be the Customer's choice of color with a quality
DTM industrial coating.
14. The entire System will be inspected by an American Welding Society (AWS) Inspector.
All fabricators will be certified for GMAW Fillet Weld applications and comply with AWS
specs D1.1.
System Options:
1. Chassis. The System will be mounted to a certified, DOT-rated tandem axle 40' ISO
container chassis. The chassis will enable the System to be transported to the desired
training location. The chassis will be used and fully refurbished (sandblasted, primed
and painted) and will also include all new: brakes, tires, electrical components, reflective
tape, and mechanical parts. The chassis will be inspected and certified by the DOT for
over the road transport. The chassis will be titled to the name of the Purchaser. (2) sets
of stairs will be included with this option—(1) set will lead to the side mounted Fire Door,
the other set will contain a platform and lead to the rear cargo doors.
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2. Burglar Bar Window Prop. This Prop is designed to house pieces of rebar placed into
the Prop and used for cutting. The Prop includes a frame that will incorporate plexiglass
or other material to be used for piercing exercises.
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3. (2) Door Forcible Entry System. This Prop is designed with (2) exterior doors that may
be fabricated with each door in a separate area. The Doors are fabricated with heavy
duty steel tube and corrugated steel panels. (1) of the Doors is a spring loaded halogen
pry door, and the other Door is a "sledge door" with a multi steel layered strike zone.
This Prop is available only on the stationary System.
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4. (4) Door Forcible Entry System. This Prop is designed with (2) exterior security doors
and (2) interior doors. The exterior doors contain (2) vertical cutting sections, (2)
horizontal cutting sections and (1) pry section. The trainee is required to cut all of these
sections in order to access the interior doors. The interior doors are fabricated with
heavy duty steel tube and corrugated steel panels. The interior right door is a spring
loaded halogen pry door, and the interior left door is a "sledge door" system with a multi
steel layered strike zone. This Prop is available only on the stationary System, or may
be incorporated into a mobile System with an additional stair platform.
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5. Steel Panel Cutting Prop. This Prop is designed with an adjustable hinge to allow the
user to insert various types of materials including roll up doors, plywood, siding and
garage door panels. This Prop may also be used for piercing nozzles as well as double
door access into the System. This Prop is available only on the stationary System.
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6. Variable Angle Rebar Cutting Simulator. This Simulator has several steel rows where
rebar is inserted such that each piece of rebar will extend outward in various directions.
This forces the trainee to learn proper saw usage when faced with various angles of
cutting. The Simulator also serves as an endurance trainer, as the trainee starts cutting
rebar from the bottom row and makes his way upward to the top row. This Prop is
available on both mobile and stationary Systems.
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7. Pitched Vertical Ventilation Prop & Ceiling Pull Prop. This Prop is an 8' x 7' vertical
cutting Prop with a cutting area of 4' x 8'. The active cutting area is designed for quick
loading of plywood. A Ceiling Pull Prop is also included and placed directly underneath
the Pitched Vent. Inclusion of this Prop will require an active rooftop, OSHA compliant
railing &toe kick, and interior mounted steel stairway.
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8. Active Roof top. The roof top will be 1/8" x 1" galvanized bar grating which will be
attached to the roof top to provide for a non-slip working surface. A toe-kick will be built
around the perimeter of the roof top. A drainage system is also included to alleviate any
standing water. The roof top will have an OSHA compliant Guardrail System made of
galvanized steel tubing. The Guardrail will surround the entire perimeter of the roof top
and will be set into pre-fabricated pockets. A cotter-less hitch pin system is utilized to
enable fast set-up or break-down of the Guardrail. (No wrenches needed). The interior
stairs will be a steel bar grate that will handle extreme temperatures with no detrimental
effects. The staircase and handrails will be OSHA compliant. A steel roof-hatch will be
placed above the interior staircase.
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9. Flat Roof Ventilation Simulator. This Prop is designed to hold 2" x 4" studs and allow
for 2" x 6" studs spaced at 24" on center. This Prop will allow for placement of siding,
plywood or other roof components for ventilation exercises. The Flat Roof Ventilation
Simulator can also be used as an interior sheet rock pulling simulator.
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10. Signage. The System will include (2) exterior mounted signs affixed to either side with
Fire Dept. name & logo.
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11. Doors &Windows. Additional Fire Doors or Windows may be added to the System.
12. Void Space "Behind the Wall" Prop. A Void Space Prop can be fabricated to the
interior of the System. This Prop is designed to create a live fire as would be found
behind an interior wall, thus creating training for"behind the wall" fire operations.
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13. Pivoting Heat Baffle. The Modular Burn Room may have a Heavy Duty Pivoting Heat
Baffle mounted on the ceiling. The Heat Baffle will change the accumulation of
flammable particulates and create a greater degree of variations to the training
evolutions.
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14. Interior Fire Wall & Fire Door. The System may contain a heavy duty insulated steel
Wall with a Fire Door located just outside of the Burn Room.
15. Interior Winch for Vent. The System may contain an interior (as opposed to an exterior
Winch) Winch System to control the Vent Hatch above the Burn Room.
16. Interior and Exterior Winch for Vent. The System may contain a combined interior
and exterior Winch System to control the Vent Hatch above the Burn Room.
17. Remote Temperature Monitoring System. The System may contain a remote RTD
wireless Temperature Monitoring System with transponder and remote pendant.
18. Rappel Tower: The System may contain (1) Rappel Tower with (4) anchor rings,
galvanized steel tube railing, caged submarine ladder, negative edge rappel, rappelling
wall with built-in window breach & bailout, locking in-swing gate and a Bar Hitch System.
The Tower will be detachable for transportation purposes. The System may also contain
a confined space Crawl Tube (with manhole) that connects from the floor of the
Rappelling Tower to a manhole in the roof top.
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19. Connecting Vertical Tube. The Rappel Tower may contain a 10' tube piece that
connects from the floor of the Rappel Tower to the roof top of the unit.
20. Interior Maze System. The System may contain 20' of interior Maze Panels. The Maze
System will contain several reconfigurable, 360-degree pivoting steel panels. The
System will allow the user to quickly layout and re-configure the Maze into several
pathways.
21. Standpipe & Sprinkler Connection. The System may contain (1) built in two-level
Standpipe Connection attached to the exterior of the System. The Standpipe will have a
single snoot connection at ground level with an interior gate valve (globe valve) in the
Burn Room, and an additional gate valve on the roof top. All threads will be National
Standard Thread unless otherwise indicated.
22. Training with a C.F.I. An optional (1) day "Train the Trainer" course with a Certified Fire
Instructor will be available.
23. 48' Unit. A 48' container may be used in place of the standard 40' container.
A one year Warranty for all workmanship and materials shall be included. The one year period
starts at the date of delivery. Manufacturer will repair any defects at its expense, provided that
the City has complied with all User Manual instructions, recommendations, and maintenance
requirements. Manufacturer will maintain Customer in its database for purposes of inclusion in
any communications involving any product enhancements or upgrades made available to the
System referenced herein.
Wylie City Council
CITY OF WYLIE AGENDA REPORT
Meeting Date: July 26, 2011 Item Number: F.
Department: Public Information Office (City Secretary's Use Only)
Prepared By: Craig Kelly Account Code:
Date Prepared: 07/15/2011 Budgeted Amount: $125,000
Proposal, TIPS Resolution,
TIPS Interlocal Purchasing
Exhibits: Agreement
Subject
Consider, and act upon, award of a contract to Digital Resources, Inc., in the amount of $74,915.40 for the
installation of audio-visual equipment in selected conference rooms and meeting rooms located in the Smith
Public Library, Recreation Center, and City Hall.
Recommendation
Motion to award a contract to Digital Resources, Inc., in the amount of$74,915.40 for the installation of audio-
visual equipment in selected conference rooms and meeting rooms located in the Smith Public Library,
Recreation Center, and City Hall.
Discussion
The City Council during the May 24, 2011, City Council Meeting, approved Resolution No. 2011-18(R)
approving an Interlocal Agreement between the Region 8 Education Service Center and City of Wylie for
participation in the contract for goods and services provided by the Interlocal Purchasing System (TIPS).
TIPS is a cooperative purchasing program which was established to provide competitively bid contracts for
goods and services to school districts and other government entities. The City routinely participates in such
contracts through the State of Texas cooperative purchasing program, TASB Buy Board, HGAC, TCPN and
others. The pricing for equipment and labor in Digital Resources proposal reflects TIPS competitively bid
pricing for the installation of audio-video (AV) equipment. In fact, many of the items are priced below the
TIPS rate.
A line item in the construction budget of the Municipal Complex has been maintained for the additional AV
equipment to be installed upon completion of the buildings.
Digital Resources, Inc. installed the existing AV in the Council Chamber and Council Conference Room, along
with the paging systems in the Library and Recreation Center. Staff feels there is value and consistency with
quality of installation, service and execution of warranties by having all of the AV in the new Municipal
Complex installed by a single vendor. We are also pleased with the quality of work of the existing AV.
The selected rooms to receive AV are heavily used for programming, rentals or meetings. The rental rooms are
marketed as having AV capabilities and the programming rooms rely heavily on AV capabilities.
Page 1 of 2
Page 2 of 2
Library
Story time Puppet Theatre (TV Monitor, Sound, Speaker Support)
Meeting Room (rental) (Projection, Sound, Speaker Support)
Computer Training Classroom (Projection and Sound)
Recreation Center
Combined Classrooms (rental) (Projection, Sound, Speaker Support)
Additional Functionality for Paging System to Play Music Throughout the Building
City Hall
Planning/Engineering Conference Room (C230) (Projection and Sound)
Parks Conference Room (Projections)
Approved By
Initial Date
Department Director CK 07/15/2011
City Manager II .1.12 /
Digi fI Fimm uri mm, lr=. Proposal
Providing Media Solutionsand Integration services Quote# AAAQ10364-B
2840 Market Loop-Suite 100-Southlake, TX 76092 Date 08/16/10
Ph: 817-481-9300 Fx: 817-488-0595 www.digitalresources.corn
Valid for 30 Days
Quote To: Ship To: M•S Michael Relihan
City of Wylie City of Wylie
Craig Kelly Craig Kelly
Country Club Rd' Country Club Rd Ship Via: Best Way
Wylie, TX 75098 Wylie, TX 75098 Payment Terms: NET 30
United States of America United States of America
(972) 442-8122
(972) 442-4302 (972) 442-8122 Delivery Terms: Shipping Point
craig.kelly@wylietexas.gov craig.kelly@wylietexas.gov
Itm Qt MFR PRT# Descri•tion Unit Price Ext. Price
1 TIPS/TAPS CONTRACT 204282011
2
3 VOLUME CONTROL FOR RECEPTION AREA
4 1 DIG RES DRI-CC&H Adapters/connectors/accessories $617.25 $617.25
5 SubTotal $617.25
6
7 ** C230 Large Conference Room Video
8 1 Christie 103-028101-01 LW555 WXGA 16:10 5500 lumens projector $4,688.01 $4,688.01
9 1 CHIEF RPA257 CHIEF CUSTOM MOUNT FOR ABOVE $136.35 $136.35
CHIEF DEDICATED CUSTOM MOUNT FOR ABOVE
10 1 Chief CMA440 Chief CMA440 drop tile ceiling mount kit $139.00 $139.00
11 1 Chief CMS006009 6"to 9" adjustable pipe for above $42.00 $42.00
12 1 Draper 102359L Access Series V Ceiling Recessed Motorized Screen w/Low $1,911.26 $1,911.26
Voltage Controller, 109", HDTV, M2500 16:10 57 1/2"x 92"
viewing area
13 1 CRESTRON MPC-M10 Crestron MPC-M10 MPC Media Presentation Controlller $681.25 $681.25
14 1 Crestron DM-TX-201-C Crestron 8G DM-TX transmitter- $812.50 $812.50
15 1 Crestron DM-RMC-200-C Crestron 8G Room Media Controller $1,184.00 $1,184.00
16 1 Crestron PW2407RU Crestron PW2407RU power supply $100.00 $100.00
17 1 Crestron DM-CBL-8G-P Crestron cabling for above system- estimate 50'to 100' $120.00 $120.00
18 1 DIG RES DRI-CC&H Adapters/connectors/accessories $655.00 $655.00
19 1 DIG RES $731.71 $731.71
Quote#AAAQ10364-B Page 1
Itm Qt MFR PRT# Descri•tion Unit Price Ext. Price
DRI-INSTALL Installation Labor
20 SubTotal $11,201.08
21
22 ** C230 Large Conference Room Audio
23 2 Innovox SL-2.1 US WHT Innovox SL-2.1 Slim line low profile surface mount speakers $314.10 $628.20
24 1 EXTRON 60-849-01 Extron 60WPC 8 Ohms stereo plenum mntd amp $442.31 $442.31
25 1 DIG RES DRI-CC&H Adapters/connectors/accessories $75.00 $75.00
26 1 DIG RES DRI-INSTALL Installation Labor $275.00 $275.00
27 SubTotal $1,420.51
28
29 ** R131.1 & R131.2 Classroom -Video
30 CUSTOMER TO PROVIDE LIFT
31 1 Christie 103-028101-01 LW555 WXGA 16:10 5500 lumens projector $4,688.01 $4,688.01
32 1 CHIEF RPA257 CHIEF CUSTOM MOUNT FOR ABOVE $136.35 $136.35
33 1 Chief CMA360 I-Beam clamp $176.34 $176.34
34 1 Chief CMS0911 7'-11' Aluminum adjustable mounting pipe $137.56 $137.56
35 1 Chief CMS0507 5'to 7'Aluminum adjustable mounting pipe $111.95 $111.95
36 1 Chief CMA270 Pipe coupler $20.00 $20.00
37 1 Chief CMA340 Stability bracket &cable assembly $130.00 $130.00
38 1 Draper 101656L Premier Motorized Screen, 123", HDTV, M2500 16:10 65"x $2,124.36 $2,124.36
104"viewing area -
39 1 Crestron MPC-MC25 CRESTRON MPC-M25 Control wall plate $1,000.00 $1,000.00
40 1 CRESTRON DM-TX-200G CRESTRON DM-TX-200 WALL PLATE TP TRANSMITTER $769.23 $769.23
41 1 CRESTRON DM-RMC-100-1 CRESTRON DM-RMC-100-1 TP Receiver $576.92 $576.92
42 1 CRESTRON HD-DA2 CRESTRON HD-DA2 HDMI CONVERTER $705.13 $705.13
43 1 Crestron PW2407RU Crestron PW2407RU power supply $100.00 $100.00
44 1 DIG RES DRI-CCH Adapters/connectors/accessories $408.82 $408.82
45 1 DIG RES DRI-INS Installation Labor $1,400.00 $1,400.00
46 SubTotal $12,484.67
47
48 ** R131.1 & R131.2 Classroom Audio
49 CUSTOMER TO PROVIDE LIFT
50 1 Sennheiser 503375 -X Sennheiser ew322G3 Bodypack transmitter, ME4 cardioid $743.89 $743.89
lavalier and rack mountable receiver with GA3 rack mount kit
NOTE: DRI TO SPECIFY FREQ A, B OR C
51 1 Sennheiser 503133 -X Sennheiser SKM300-835G3 Handheld transmitter with e835 $316.67 $316.67
capsule and MZQ1 mic clip
Quote#AAAQ10364-B Page 2
Itm Qt MFR PRT# Descri•tion Unit Price Ext. Price
NOTE: DRI TO SPECIFY FREQ A, B OR C
52 2 Innovox SL-4.1 US WHT Innovox SL-4.1 Slim line low profile surface mount speakers $587.00 $1,174.00
53 1 QSC CMX300 QSC CMX300 Power Amp, 200W @ 8Ohms per ch $386.25 $386.25
54 1 Middle Atlantic EWR-10-22SD 10 SPACE (17 1/2") ECONO SECTIONAL WALL RACK WITH $331.45 $331.45
SOLID FRONT DOOR, FITS 20" DEEP EQUIP., BLACK FINISH
55 1 Middle Atlantic PD-915R 9 OUTLET, SINGLE 15 AMP CIRCUIT, SURGE/SPIKE $77.06 $77.06
PROTECTED RACKMOUNT POWER DISTRIBUTION W/9'
CORD, BLACK POWDERCOAT FINISH
56 1 Sony BDPS380 Blu Ray/DVD player $144.71 $144.71
57 1 Extron 60-572-01 Extron MVC 121 Microphone Volume Control and Line Level $294.12 $294.12
Mixer
58 1 DIG RES DRI-CC&H Misc Cables, Connectors and Hardware $75.00 $75.00
59 1 DIG RES DRI-INS Installation Labor $400.00 $400.00
60 SubTotal $3,943.15
61
62 ** L126 AV Lounge Room / Computer Training
Room
63 1 Christie 121-001102-01 LW400 - Black- WXGA 1280x800 includes 1.5-1.8:1 lens $2,242.00 $2,242.00
64 1 CHIEF RPA163 CHIEF CUSTOM PROJECTOR MOUNT FOR ABOVE $136.35 $136.35
65 1 Chief CMA360 I-Beam clamp $176.34 $176.34
66 1 Draper 102359L Access Series V Ceiling Recessed Motorized Screen w/Low $1,911.26 $1,911.26
Voltage Controller, 109", HDTV, M2500 16:10 57 1/2"x 92"
viewing area
67 1 Crestron MPC-MC25 CRESTRON MPC-M25 Control wall plate $1,000.00 $1,000.00
68 1 CRESTRON DM-TX-200G CRESTRON DM-TX-200 WALL PLATE TP TRANSMITTER $769.23 $769.23
69 1 CRESTRON DM-RMC-100-1 CRESTRON DM-RMC-100-1 TP Receiver $576.92 $576.92
70 1 Crestron HD-DA2 CRESTRON HD-DA2 HDMI CONVERTER $705.13 $705.13
71 1 Crestron PW2407RU Crestron PW2407RU power supply $100.00 $100.00
72 1 DIG RES DRI-CCH Adapters/connectors/accessories $175.00 $175.00
73 1 DIG RES DRI-INS Installation Labor $731.71 $731.71
74 SubTotal $8,523.94
75
76 ** L126 AV Lounge Room / Computer Training
Room - Audio
77 2 Innovox SL-2.1 US WHT Innovox SL-2.1 Slim line low profile surface mount speakers $314.10 $628.20
78 1 Extron 60-849-01 Extron 60WPC 8 Ohms stereo plenum mntd amp $420.73 $420.73
79 1 DIG RES DRI-CC&H Adapters/connectors/accessories $75.00 $75.00
80 1 DIG RES $275.00 $275.00
Quote#AAAQ10364-B Page 3
Itm Qt MFR PRT# Descri•tion Unit Price Ext. Price
DRI-INS Installation Labor
81 SubTotal $1,398.93
82
83
84 ** L149 Storytelling Room Video
85 2 Crestron MPC-MC25 CRESTRON MPC-M25 Control wall plate $1,000.00 $2,000.00
86 1 CRESTRON DM-TX-200G CRESTRON DM-TX-200 WALL PLATE TP TRANSMITTER $769.23 $769.23
87 1 CRESTRON DM-RMC-100-1 CRESTRON DM-RMC-100-1 TP Receiver $576.92 $576.92
88 1 CRESTRON DM-MD6X1 Crestron DM-MD6X1 6x1 Digital Media Switcher $2,142.86 $2,142.86
89 1 DIG RES DRI-CC&H Adapters/connectors/accessories $863.13 $863.13
90 1 DIG RES DRI-INS Installation Labor $800.00 $800.00
DOES NOT INCLUDE MOUNTING OWNER FURNISHED (OFE)
DISPLAY. CUSTOMER TO MOUNT DISPLAY- DRI WILL RUN
CABLES, TERMINATE AND CONNECT TO SYSTEM
91 SubTotal $7,152.14
92
93 ** L149 Storytelling Room Audio
94 CUSTOMER TO PROVIDE LIFT
95 1 Sennheiser 503375 -X Sennheiser ew322G3 Bodypack transmitter, ME4 cardioid $743.89 $743.89
lavalier and rack mountable receiver with GA3 rack mount kit
NOTE: DRI TO SPECIFY FREQ A, B OR C
96 1 Sennheiser 503133 -X Sennheiser SKM300-835G3 Handheld transmitter with e835 $316.67 $316.67
capsule and MZQ1 mic clip
NOTE: DRI TO SPECIFY FREQ A, B OR C
97 1 QSC RMX1450 QSC RMX1450 audio amplifier- BIGGER AMP TO $625.00 $625.00
ACCOMODATE TANNOY SPEAKERS
98 1 Middle Atlantic EWR-10-22SD 10 SPACE (17 1/2") ECONO SECTIONAL WALL RACK WITH $331.45 $331.45
SOLID FRONT DOOR, FITS 20" DEEP EQUIP., BLACK FINISH
99 1 Middle Atlantic PD-915R 9 OUTLET, SINGLE 15 AMP CIRCUIT, SURGE/SPIKE $77.06 $77.06
PROTECTED RACKMOUNT POWER DISTRIBUTION W/9'
CORD, BLACK POWDERCOAT FINISH
100 1 Sony BDPS380 Blu Ray/DVD Player $144.71 $144.71
101 1 Crestron IR-EMIT IR emitter for above $50.00 $50.00
102 1 DIG RES DRI-CC&H Adapters/connectors/accessories $150.00 $150.00
103 DRI to install Owner Furnished Tannoy Speakers
104 1 DIG RES DRI-INS Installation Labor $400.00 $400.00
105 SubTotal $2,838.78
106
107 ** L164 Multipurpose Room Video
Quote#AAAQ10364-B Page 4
Itm Qt MFR PRT# Descri•tion Unit Price Ext. Price
108 CUSTOMER TO PROVIDE LIFT
109 1 Christie 103-028101-01 LW555 WXGA 16:10 5500 lumens projector $4,688.01 $4,688.01
110 1 CHIEF RPA257 CHIEF CUSTOM MOUNT FOR ABOVE $136.35 $136.35
CHIEF DEDICATED CUSTOM MOUNT FOR ABOVE
111 1 Chief CMA360 I-Beam clamp $185.38 $185.38
112 1 Chief CMS0911 7'-11' Aluminum adjustable mounting pipe $144.62 $144.62
113 1 Chief CMS0507 5'to 7'Aluminum adjustable mounting pipe $117.69 $117.69
114 1 Chief CMA270 Pipe coupler $20.00 $20.00
115 1 Chief CMA340 Stability bracket &cable assembly $136.67 $136.67
116 1 Draper 101656L Premier Motorized Screen, 123", HDTV, M2500 16:10 65"x $2,124.36 $2,124.36
104"viewing area
CUSTOM -ADDITIONAL BLACK DROP NEEDED
117 1 Crestron MPC-MC25 CRESTRON MPC-M25 Control wall plate $1,000.00 $1,000.00
118 1 CRESTRON DM-TX-200G CRESTRON DM-TX-200 WALL PLATE TP TRANSMITTER $769.23 $769.23
119 1 CRESTRON DM-RMC-100-1 CRESTRON DM-RMC-100-1 TP Receiver $576.92 $576.92
120 1 CRESTRON DM-MD6X1 Crestron DM-MD6X1 6x1 Digital Media Switcher $2,142.86 $2,142.86
121 1 DIG RES DRI-CCH Misc Projector mount hardware $375.00 $375.00
122 1 DIG RES DRI-INS Installation Labor $1,200.00 $1,200.00
123 SubTotal $13,617.09
124
125 ** L164 Multipurpose Room Audio
126 CUSTOMER TO PROVIDE LIFT
127 1 Sennheiser 503375 -X Sennheiser ew322G3 Bodypack transmitter, ME4 cardioid $743.89 $743.89
lavalier and rack mountable receiver with GA3 rack mount kit
NOTE: DRI TO SPECIFY FREQ A, B OR C
128 1 Sennheiser 503133 -X Sennheiser SKM300-835G3 Handheld transmitter with e835 $316.67 $316.67
capsule and MZQ1 mic clip
NOTE: DRI TO SPECIFY FREQ A, B OR C
129 2 Innovox SL-4.1 US WHT Innovox SL-4.1 Slim line low profile surface mount speakers $587.00 $1,174.00
130 1 QSC CMX300 QSC CMX300 Power Amp, 200W @ 80hms per ch $386.25 $386.25
131 1 Middle Atlantic EWR-10-22SD 10 SPACE (17 1/2") ECONO SECTIONAL WALL RACK WITH $331.45 $331.45
SOLID FRONT DOOR, FITS 20" DEEP EQUIP., BLACK FINISH
132 1 Middle Atlantic PD-915R 9 OUTLET, SINGLE 15 AMP CIRCUIT, SURGE/SPIKE $77.06 $77.06
PROTECTED RACKMOUNT POWER DISTRIBUTION W/9'
CORD, BLACK POWDERCOAT FINISH
133 1 Sony BDPS380 Blu Ray/DVD Player $144.71 $144.71
134 1 Extron 60-572-01 Extron MVC 121 Microphone Volume Control and Line Level $294.12 $294.12
Mixer
135 1 DIG RES $150.00 $150.00
Quote#AAAQ10364-B Page 5
Itm Qt MFR PRT# Descri•tion Unit Price Ext. Price
DRI-CCH Adapters/connectors/accessories
136 1 DIG RES PD-Mic1 Podium mounted microphone holder for handheld wireless $325.00 $325.00
137 1 DIG RES DRI-INS Installation Labor $400.00 $400.00
138 SubTotal $4,343.15
139
140 Miscellaneous
141 1 DIG RES DRI-CC&H Adapters/connectors/accessories $1,311.43 $1,311.43
142 SubTotal $1,311.43
143
144 Third Floor Small Conference Room - Video
145 1 Christie 121-001102-01 LW400 - Black- WXGA 1280x800 includes 1.5-1.8:1 lens $2,242.00 $2,242.00
146 1 CHIEF RPA163 CHIEF CUSTOM PROJECTOR MOUNT FOR ABOVE $136.35 $136.35
147 1 Chief CMA360 I-Beam clamp $176.34 $176.34
148 1 Draper 102348L Draper Access Series V 50"x 80" 16:10 94"diagonal electric $1,776.00 $1,776.00
recessed ceiling screen tab tensions
149 1 Kramer WP-121 Kramer WP-121 VGA and audio wall plate cats transmitter $242.35 $242.35
150 1 Kramer TP-122 Kramer TP-122 Cat 5 VGA and audio receiver $210.59 $210.59
151 1 Kramer WP-561 Kramer WP-561 HDMI CatS wall plate transmitter $116.47 $116.47
152 1 Kramer WP-562 Kramer WP-562 HDMI CatS receiver $116.47 $116.47
153 1 DIG RES DRI-CC&H Adapters/connectors/accessories $315.00 $315.00
154 1 DIG RES DRI-INSTALL Installation Labor $731.71 $731.71
155 SubTotal $6,063.28
156
157
158
SubTotal $74,915.40
Sales Tax $0.00
Shipping $0.00
Unless otherwise stated in the total amount shown,Sales Tax or Shipping Charges are not included.Sales tax will be invoiced according Total $74,915.40
to point of delivery, unless a valid tax exemption certificate is provided.All shipping and insurance costs will be added to the invoice.
" Flexible leasing options are available for this
equipment. Contact us for a leasing application"
Quote#AAAQ10364-B Page 6
Quote#AAAQ10364-B Client PO#: Authorized Signature Print Name Date
Total amount of this proposal as listed above: $74,915.40
Sign above and complete the information to authorize Digital Resources to place this order. By signing,you agree to terms and conditions set forth in this proposal. Partial
Shipments will be shipped and invoiced unless noted otherwise. Taxes and Shipping charges will be invoiced separately.
Target Completion/Delivery Date: .This date allows DRI to clearly understand the desired time frame of completing the delivery or work to be performed. DRI will confirm the feasibility
of completing the delivery and work as requested.
Purchase will be taxable according to state/local tax laws for point of delivery.
YES NO Tax ID# (A Sales tax Exempt Form Must Be On File)
Quote#AAAQ10364-B Page 7
Fiesource9, Inc.
Providing Media Solutions and Integration Services
2840 Market Loop
Suite 100
Southlake,TX 76092
Phone (817)481-9300
Fax (817)488-0595
www.digitalresources.com
Acceptance of Proposal
By executing this Acceptance of Proposal I have reviewed the Quote and agree with the quantities and equipment
listed therein. I acknowledge the Terms and Conditions set forth herein and specifically agree that the Terms and
Conditions shall solely and exclusively govern the purchase and sale of equipment, software and/or services
described herein. In addition, I acknowledge that I am qualified and authorized to accept this proposal on behalf
of the organization listed below on this proposal.
Company: City of Wylie Quote Number: AAAQ10364-B
Phone #: (972)442-8122 Quote Dated: 8/16/2010
Fax#: (972)442-4302 Submitted By: Michael Relihan
Address: Country Club Rd' Quote Total: $74,915.40
Wylie,TX 75098
Target Completion/Delivery Date:
This date allows DRI to clearly understand the desired time frame of completing the delivery or work to be
performed. DRI will confirm the feasibility of completing the delivery and work as requested.
Partial Shipments are acceptable and will be invoiced/accepted according to the terms of this proposal.
Yes No Initial
Purchase will be taxable according to state/local tax laws for point of delivery.
Yes No Tax ID# (A Sales Tax Exempt Form Must Be On File)
Each Shipment to be insured by Digital Resources, Inc. unless otherwise specified on Customer Purchase Order.
Yes No Initial
74( Wylie City Council
CITY OF WYLIE AGENDA REPORT
Meeting Date: July 26, 2011 Item Number: 1.
Department: Engineering (City Secretary's Use Only)
Prepared By: Chris Holsted Account Code: 447-5447-58210
Date Prepared: July 11, 2011 Budgeted Amount: $6,300,000
Exhibits: Bid Summary, Agreement
Subject
Consider, and act upon, award of a contract to Tiseo Paving Company in the amount of $7,918,059.07 for the
reconstruction of Brown Street from SH 78 to Wylie East Drive.
Recommendation
Motion to award a contract to Tiseo Paving Company in the amount of$7,918,059.07 for the reconstruction of
Brown Street from SH 78 to Wylie East Drive.
Discussion
The Brown Street East paving project includes reconstructing approximately 11,100 linear feet of 4-lane
concrete pavement section with sidewalks on Brown Street from SH 78 to Stone Road. On June 24, 2011, the
City opened seven bids with the low bid being submitted by Tiseo Paving Company. The project includes
approximately 70,850 square yards of concrete paving, 9,100 square yards of concrete sidewalk, and
approximately 5,000 linear feet of 24-inch, 12-inch, and 8-inch water line relocation. Two alternates were bid
with the project. The bid for roadway illumination was $371,957.64 and the bid for median irrigation was
$52,052.29.
The 2005 City of Wylie Bond Program included $6,300,000 for the project. The water line construction is
necessary for the relocation of Delivery Point #1 from the NTMWD plant site to the new site on Brown Street
just west of Eubanks and is funded in the 2007 Water System Certificates of Obligation. Funding sources and
expenses are shown below:
Funding Sources
2005 City of Wylie Bond Program $6,300,000
2007 Water System CO's $871,200
Alanis Project Savings $1,370,000
Estimated FM 1378 Project Savings $2,000,000
TOTAL $10,541,200
Project Expenses
Engineering $570,900
Right of Way Acquisition $151,250
Right of Way $450,000
Construction Base Bid $7,918,060
East Fork SUD water line relocation $215,000
TOTAL $9,305,210
Page 1 of 2
Page 2 of 2
Two of the projects included in the 2005 bond program were completed under budget. The Alanis Drive project
from Ballard Avenue to FM 544 was under budget by approximately $1,370,000. The FM 1378 project from
Brown Street to Parker road is projected to be under budget by approximately $2,000,000. Staff recommends
using the excess funds from these projects to cover the $2,134,010 shortfall for the Brown Street East project.
Approved By
Initial Date
Department Director CH 07/11/2011
City Manager II ,.12 I
( 6)75 Main Street,Suite 395 Frisco,Texas 75034
Ph 12141)619-1733 Fax {214)619-1833
1 r r H1 West Main Street-Allen,Texas 75013
,
Ph (972)359-1733 Fax 19721 359-1833
(5(,
July 15, 2011
Mr. Chris Hoisted, P.E.
City of Wylie, Texas
300 Country Club Road
Wylie, Texas 75098
RE: BROWN STREET RECONSTRUCTION
SH 78 to Stone Road
Wylie, Texas
Dear Mr. Hoisted:
Upon review of the bids received for the Brown Street Reconstruction project between SH 78 and
Stone Road, RLK Engineering recommends award to Tiseo Paving Comany in the amount of
$7,918,059.07, This amount includes incidental construction items which may be required to
complete the project.
Separate alternate bids were also received for illumination and irrigation improvements totaling
$371„957.64 and $52,052,29 respectively. RLK Engineering recommends these alternates for
consideration by the City of Wylie. In addition, alternate material items for water line and retaining
wall construction were received; however, based upon the higher prices submitted for these items,
we do not recommend them over the base bid ite .s,.
RLK Engineering looks forward to working with the City of Wylie during the construction of this
project, If you have any questions, or require any additional information, please contact me.
Thank You,
Chad f endley„ i ,E.
Projec., anager
BROWN STREET RECONSTRUCTION trill TSEO PAVING COMPANY LACY CONSTRUCTION MCMAHON CONTRACTING,L.P. ED BELL CONSTRUCTOR TRI CON SERVICES GLEN THURMAN INC. LONE STAR CIVIL CONSTRUCTION,
State rngnway]b to Stone Road P.O.BOX 270040 1880 CROWN ROAD P.O.BOX 153086 P.O.BOX 540787 3010 W.MAIN STREET P.O.BOX 850842 INC.
DALLAS,TEXAS 75227 DALLAS,TEXAS 75234 IRVING,TEXAS 75015-3086 DALLAS,TEXAS 75354-0787 ROWLETT,TEXAS 75088 MESQUITE,TEXAS 75185-0842 43FL EE MO CENTRE ASAIL 500
FLOWwER MOUND,TEXAS]6028
LOW BIDDER 2ND LOW BIDDER 3RD LOW BIDDER 4TH LOW BIDDER 5TH LOW BIDDER 6TH LOW BIDDER 7TH LOW BIDDER
Earthwork S Paving
Prty4a CaSepeY astlut CLrtPeY CLrtAeY CaSepeY a4fpef Cbsep.t
hmtk f aeDes�rjaYi'ort :QuaMRi^ that Ur# FaNfltem Cart t FoIffte,CvSt Um} TatoJk,r,Cast th.t FatafPem Cast U Y FotoJk,r,Case. tb* Th tem CvSt Ued F th,reCast
P1 Preparation of Right of Way 109 STA $ ],79500 $ 849,65500 $ 5,87000 $ 639,83000 $ 4,2]5.51 $ 466,03059 $ 4,03].00 $ 440,03300 $ ],31224 $ 79],034.16 $ ],73000 $ 842,57000 $ 11,893.13 $ 1,296,351.1]
P2 Undassidled Roadway Excavaton 35040 CY $ 055$ 220,57095 $ 003 $ 340,]3002 $ 5.04 $ 1]0,04000 $ 0]2 $ 235,52023 $ 300 $ 105,14]00 $ ]00 $ 245,34300 $ 4]] $ 107,133]3
P3 Embankment(Oensiry Control) 16740 CY $ 275$ 46,03500 $ 175 $ 29,29500 $ 273 $ 45,70020 $ ].90 $ 132,24600 $ 200 $ 33,48000 $ 200 $ 33,48000 $ 205 $ 34,3,00
P4 Sawwt,Remove,Dispose Concrete Paving 7843 SY $ 375 $ 2941125 $ 602 $ 5348926 $ 4.19 $ 32862.1] $ 6.84 $ 53646.12 $ ]00 $ 5490100 $ 600 $ 4705800 $ 570 $ 44705.10
P5 Lime Treatetl Subgatle(]"J 76439 SY $ 145$ 11083655 $ 206 $ 157464 34 $ 1.6] $ 127 65313 $ 2.55 $ 194,91945 $ 200 $ 15287800 $ 150 $ 114,65850 $ 3.15 $ 24078285
PO Lime(Est 48#/SYJ 1835 TON $ 15200 $ 278,92000 $ 14]53 $ 270,7,55 $ 149.00 $ 273,41500 $ 165.00 $ 302]]500 $ .100 $ 295,43500 $ 15000 $ 275,25000 $ 15721 $ 288,48035
P] 2"Ty"C HMAC(Surface) 711 SY $ 1845$ 131,95 $ 11.18 $ 794898 $ 1172 $ 833292 $ 11.39 $ 809829 $ 1100 $ 782100 $ 1200 $ 853200 $ 1936 $ 1376496
PB 4"Ty"B"HMAC(Base) 782 SY $ 2300 $ 1]98600 $ 2178 $ 1703196 $ 22.84 $ 1]80008 $ 22.21 $ 1]36822 $ 2200 $ 1]20400 $ 2350 $ 183]]00 $ 24.16 $ 18893.12
PO Reinforeetl Concrete Paving(B"J 70858 SY $ 2945$ 2,086,768.10 $ 3048 $ 2,159,75104 $ 28.80 $ 2,040,71040 $ 2].25 $ 1,930,88050 $ 3800 $ 2,692,60400 $ 32.10 $ 2,274,54100 $ 3600 $ 2,593,40280
P10 Concrete Cum(0"MonolitlriG 38499 LF $ 150 $ 5],]4850 $ 100 $ 38,49900 $ 1.00 $ 38,49900 $ 0.81 $ 31,184.19 $ 000 $ 30,79920 $ 125 $ 48,12375 $ 000 $ 30,79920
P11 Concrete Street Header 589 LF $ 1000 $ 5,89000 $ 800 $ 4,71200 $ 8.50 $ 5,00650 $ 8.01 $ 4,7,89 $ 2000 $ 11,78000 $ 1000 $ 5,89000 $ 1589 $ 9,35921
P12 Reinforced Concrete Sdewalk(4") 8199 SY $ 2]00 $ 226,29240 $ 2809 $ 230,30991 $ 29]4 $ 243,83826 $ 28.09 $ 230,30901 $ 3000 $ 245,97000 $ 3100 $ 254,16900 $ 29]3 $ 243,75627
P13 Reinf Concrete Stlewalk(w/In[Var H[Re[Wal1J 595 SY $ 3245$ 19,30]]5 $ 3308 $ 19,68260 $ ]4]5 $ 44,47625 $ 33.08 $ 19,68260 $ 4900 $ 29,15500 $ 6500 $ 38,67500 $ 6422 $ 38,21000
P14 Reinf Concrete Stlewalk(w/In[Var H[CumJ 257 SY $ 2900 $ ],45300 $ 2940 $ ],55500 $ 4]]5 $ 12,27175 $ 2940 $ ],55580 $ 4400 $ 11,30800 $ 4000 $ 10,28000 $ 3302 $ 8,64034
P15 Venable Height Retaining Wall 258 LF $ 6200 $ 15,99600 $ 11433 $ 29,49].14 $ 43.00 $ 11,09400 $ 125.00 $ 32,25000 $ 17000 $ 43,86000 $ 10000 $ 25,80000 $ 1]301 $ 44,79138
P10 Petlestiian Hantlail(PR608J(type"E"J 253 LF $ 7000 $ 18,06000 $ 8901 $ 23,11938 $ 115.00 $ 29,67000 $ ]0.35 $ 18,15030 $ 10500 $ 2],09000 $ 9000 $ 23,22000 $ 8433 $ 21,75714
P1] Bamer Free Ramp 57 EA $ 82500 $ 4],02500 $ 82400 $ 46,96800 $ 650.00 $ 3],05000 $ 840.00 $ 4],88000 $ 62500 $ 35,62500 $ 90000 $ 51 300 00 $ 1,00303 $ 57,271
P18 Monolithic Median Nose 20 EA $ 65000 $ 13,00000 $ ]]250 $ 15,45000 $ ]50.00 $ 15,00000 $ 788.00 $ 15,76000 $ 30000 $ 6,00000 $ 40000 $ 8,00000 $ 1,57920 $ 31,58400
P19 Landscape Maintenance Ramp 25 EA $ 35000 $ B,]5000 $ ]]250 $ 19,31250 $ 3]5.00 $ 9,37500 $ 788.00 $ 19,70000 $ 40000 $ 10,00000 $ 60000 $ 15,00000 $ 88020 $ 22,00500
P20 Median Nose Pavers 1157 SY $ ]2.10 $ 83,41970 $ 59]2 $ 69,09604 $ ]9.80 $ 92,32860 $ 60.00 $ 69,42000 $ 7000 $ 80,99000 $ 9000 $ 104,13000 $ 3947 $ 45,66679
P21 Street Pavers 446 SY $ 4000 $ 1],84000 $ 3152 $ 14,05792 $ 66.82 $ 29,80172 $ 32.15 $ 14,33890 $ 5]00 $ 25,42200 $ 3800 $ 16,94800 $ 3947 $ 1],60362
P22 (OMITTED ITEM) - - - - - - -
P23 Relocate Existing Mailbox(remp WorkZoneJ 33 EA $ 10000 $ 3,30000 $ 1.36 $ 3,83908 $ 100.00 $ 3,30000 $ 150.00 $ 4,95000 $ 5000 $ 1,65000 $ 15000 $ 4,95000 $ 16458 $ 5,431.14
P24 Fumish&Install New Standard Mailbox Unit 24 EA $ 25000 $ 6,00000 $ 16643 $ 3,99432 $ 125.00 $ 3,00000 $ 1]5.00 $ 4,20000 $ 10000 $ 2,40000 $ 20000 $ 4,80000 $ 19348 $ 4,64352
P25 Fumish&Install New Bnck M ailbox Unit 9 EA $ 1,00000 $ 9,00000 $ 82400 $ ],41600 $ 1,000.00 $ 9,00000 $ ]35.00 $ 6,61500 $ 70000 $ 6,30000 $ 60000 $ 5,40000 $ 1,73390 $ 15,605.10
P26 Adjust Existing NTMWO Blow Off 4 EA $ 2,60000 $ 10,40000 $ 96144 $ 3,84576 $ 2,200.00 $ 8,80000 $ 1,575.00 $ 6,30000 $ 2,50000 $ 10,00000 $ 1,49500 $ 5,98000 $ 2,88903 $ 11,55932
P27 Adjust Existing NTMWO Valve ] EA $ 1,40000 $ 9,80000 $ 1,]]]41 $ 12,4410] $ ]50.00 $ 5,25000 $ ]8].50 $ 5,51250 $ 60000 $ 4,20000 $ 1,04000 $ ],28000 $ 1,56051 $ 10,92357
P28 Adjust E:isOng NTMWO Manhole 3 EA $ 1,60000 $ 4,80000 $ 2,53644 $ ],60932 $ 2,000.00 $ 6,00000 $ 1,83].50 $ 5,51250 $ 6,50000 $ 19,50000 $ 2,98500 $ 8,95500 $ 1,73390 $ 5,20170
P29 Adjust Existing Water Valves 38 EA $ 25000 $ 9,50000 $ 45]03 $ 1],36].14 $ 100.00 $ 3,80000 $ 4]2.50 $ 1],955 CM $ 30000 $ 11,40000 $ 35000 $ 13,30000 $ 20229 $ ],68702
P30 Relocate Existing Water Meter 25 EA $ 59500 $ 14,87500 $ 50301 $ 12,59]]5 $ ]5.00 $ 1,87500 $ 36].50 $ 9,18750 $ 50000 $ 12,50000 $ 45000 $ 11,25000 $ 66406 $ 16,61650
P31 Relocate Existing Fire Hydrant ] EA $ ]]500 $ 5,42500 $ 81804 $ 5,73258 $ 1,200.00 $ 8,40000 $ 1,575.00 $ 11,02500 $ 3,40000 $ 23,80000 $ 2,11000 $ 14,]]000 $ 86605 $ 6,06865
P32 Adjust Existing Sanitary Sewer Manholes B EA $ 1,10000 $ 8,80000 $ 96144 $ ],69152 $ 450.00 $ 3,60000 $ 1,312.50 $ 10,50000 $ 65000 $ 5,20000 $ 1,78500 $ 14,28000 $ 1,15593 $ 9,24744
To6fEaelhwork&PaWt,g xW.Amoeen£S F,264,P83A$ S 428L;ff4.38 $ 33SO64833 S e3,50&2G2.9s $ 4Stf,45336 S 4662,3fi.b5 S' 5,362,3ff46Q!
Storm Drainage
P_a COStPPY astlut CLrtPeY CLrtAeY Gast_ a4fpef CasepeY
hmlfL fMaeDec sae :QwMRY t T On FaNfltem Case tb* Faafftemtmt Umt FaNt{tem Cast t FatafPem Cast U Y FaNt{tem Case U Y. Fat U,r,Cast Uttd Fa�fFiem Cax
01 Remove&Ospose Es stmq Dra nage PperHeadwalls 1 LS $ 21,20000 $ 21,20000 $ 53,65628 $ 53,65628 $ 63,900.00 $ 63,90000 $ 31,500.00 $ 31,50000 $ 75000 $ 75000 $ 56,95000 $ 56,95000 $ 6,35762 $ 6,35762
02 Remove&Dispose Existing Drainage Inlets 4 EA $ 51500 $ 2,06000 $ 24006 $ 96304 $ 550.00 $ 2,20000 $ 4]2.50 $ 1,89000 $ 10000 $ 40000 $ 57000 $ 2,28000 $ 5]]0] $ 2,31108
03 12"HOPE Pipe 370 LF $ 23]0 $ B,]6900 $ 3402 $ 12,92040 $ 28.50 $ 10,54500 $ 46.88 $ 1],34560 $ 2400 $ 8,88000 $ 3050 $ 11 28500 $ 2659 $ 9,83830
W 12"RCP 83 LF $ 3100 $ 2,57300 $ 3448 $ 2,86104 $ 3].00 $ 3,07100 $ 33.34 $ 2,76722 $ 3200 $ 2,65600 $ 3150 $ 2,61450 $ 3408 $ 2,87844
05 18"RCP 1067 LF $ 38.15$ 40,70605 $ 3600 $ 39,05220 $ 43.00 $ 45,88100 $ 3544 $ 3],81448 $ 3500 $ 3],34500 $ 3650 $ 38,94550 $ 42]] $ 45,63559
06 21"RCP 2748 LF $ 4532$ 124,53936 $ 42.18 $ 115,91004 $ 44.50 $ 122,28600 $ 39]4 $ 109,20552 $ 5000 $ 13],40000 $ 4100 $ 112,66800 $ 5006 $ 139,76328
07 24"RCP 759 LF $ 5050 $ 38,32950 $ 4]45 $ 36,01455 $ 51.00 $ 38,70900 $ 4442 $ 33,71478 $ 4800 $ 36,43200 $ 4450 $ 33,]]550 $ 5604 $ 42,98976
03 30"RCP 411 LF $ 6285$ 25,83135 $ 5424 $ 22,29264 $ 60.30 $ 24,78330 $ 56.39 $ 23,1]629 $ 6000 $ 24,66000 $ 5700 $ 23,42700 $ 7051 $ 28,97961
09 36"RCP 1]15 LF $ 8446 $ 144,84890 $ 7100 $ 123,13700 $ ]8.90 $ 135,31350 $ ]4.24 $ 127,32100 $ 10000 $ 1]1,50000 $ 7100 $ 12176500 $ 94]9 $ 162,56405
010 42"RCP 562 LF $ 10920 $ 61,37040 $ 8627 $ 48,48374 $ 10].10 $ 60,19020 $ 9].13 $ 54,58706 $ 10000 $ 56,20000 $ 9350 $ 52,54700 $ 12253 $ 68,86106
011 48"RCP 548 LF $ 12670 $ 6943160 $ 12605 $ 69 07540 $ 120.90 $ 66,25320 $ 113.14 $ 6200072 $ 11400 $ 6247200 $ III 00 $ 60,82800 $ 142.18 $ ]]91464
012 54"RCP 40 LF $ .000 $ 6,40000 $ 16000 $ 6,43600 $ 16540 $ 6,61600 $ 144.32 $ 5,]]280 $ 14300 $ 5,72000 $ 13600 $ 5,44000 $ 1]801 $ 7,12040
013 60"RCP 376 LF $ 18235$ 68,56360 $ 19042 $ ]159]02 $ 190.00 $ 7144000 $ 1]0.89 $ 64,25464 $ 16500 $ 62,04000 $ 15600 $ 58,65600 $ 20400 $ 76,92960
014 4k2'RCB 272 LF $ 11125$ 3026000 $ 10444 $ 28407O8 $ 111.00 $ 3019200 $ 11240 $ 3057280 $ 11000 $ 2992000 $ 10800 $ 2937600 $ 12404 $ 3395648
015 5x4'RCB 168 LF $ .330 $ 2],43440 $ 1]]32 $ 29,78976 $ 165.00 $ 2],]2000 $ 161.0] $ 2],05976 $ 17000 $ 28,56000 $ 15600 $ 26,20800 $ 18322 $ 30,78006
016 10$5'RCB 336 LF $ 334]5$ 112,47600 $ 41285 $ 138,7,60 $ 393.00 $ 132,04800 $ 401.68 $ 134,96448 $ 38500 $ 129,36000 $ 38100 $ 128,01600 $ 37568 $ 126,22848
0, 27k5'RCB 369 LF $ 44290 $ .3,430.10 $ 48948 $ 180,618.12 $ 552.00 $ 203,68800 $ 491.8] $ 181,50003 $ 50000 $ 184,50000 $ 46400 $ 1]121600 $ 49]05 $ 183,41145
018 10$6'SBC 13 LF $ 37100 $ 4,82300 $ 54337 $ ],06301 $ 414.00 $ 5,38200 $ 549.31 $ 7,14103 $ 45000 $ 5,85000 $ 42400 $ 5,51200 $ 416.14 $ 5,40902
019 10$8'SBC 72 LF $ 51000 $ 36,72000 $ 60568 $ 43,60896 $ 4]5.00 $ 34,20000 $ 46].93 $ 33,69006 $ 46000 $ 33,12000 $ 46200 $ 33,26400 $ 5]2.19 $ 41,197O8
020 27k5'MBC 32 LF $ 43000 $ 13,76000 $ 60131 $ 19,24192 $ 594.00 $ 19,00800 $ 1,016]0 $ 32,53440 $ 55000 $ 1],00000 $ 83500 $ 26,72000 $ 4]9]1 $ 15,35072
021 310'x5'MBC 122 LF $ 95275$ 116,23550 $ 1,12609 $ 13],38298 $ 1,112.00 $ 135,66400 $ 1,205.88 $ 147,1,36 $ 1,00000 $ 122,00000 $ 1,01500 $ 123,83000 $ 1,06924 $ 130,44728
022 410'x8'MBC 85 LF $ 1,32500 $ 112,62500 $ 1,65634 $ 140,788 00 $ 1,636.00 $ 139,06000 $ 171540 $ 145,80900 $ 1,50000 $ 12],50000 $ 1,44300 $ 122,65500 $ 1,47301 $ 125,27305
023 Stone Manhole-TypeA(3'x3'J 4 EA $ 1,92500 $ ],70000 $ 1,82320 $ ],29200 $ 1,835.00 $ ],34000 $ 1785.00 $ ],14000 $ 2,50000 $ 10,00000 $ 1,85000 $ ],40000 $ 213847 $ 8,55308
024 Stone Manhole-TypeB(5'x5'J ] EA $ 3,10000 $ 21,70000 $ 2,94929 $ 20,64503 $ 2,9]0.00 $ 20,79000 $ 2,887.50 $ 20,21250 $ 3,50000 $ 24,50000 $ 2,45000 $ 1],15000 $ 3,41000 $ 23,87000
025 Storm Manhole-Type B(6.11 2 EA $ 3,40000 $ 6,80000 $ 3,43190 $ 6,86300 $ 3,455.00 $ 6,91000 $ 3,360.00 $ 6,72000 $ 3,50000 $ ],00000 $ 2,67000 $ 5,34000 $ 3,81457 $ ],629.14
BROWN STREET RECONSTRUCTION r/tpTSEO PAVING COMPANY LACY CONSTRUCTION MCMAHON CONTRACTING,L.P. ED BELL CONSTRUCTOR TRI CON SERVICES GLEN THURMAN INC. LONE STAR CIVIL CONSTRUCTION,
State rngnway]b to stone Road P.O.BOX 270040 1880 CROWN ROAD P.O.BOX 153086 P.O.BOX 540787 3010 W.MAIN STREET P.O.BOX 850842 INC.
DALLAS,TEXAS 75227 DALLAS,TEXAS 75234 IRVING,TEXAS 75015-3086 DALLAS,TEXAS 75354-0787 ROWLETT,TEXAS 75088 MESQUITE,TEXAS 75185-0842 43FL EE MO CENTRE ASAIL 500
FLOWwER MOUND,TEXAS]6028
LOW BIDDER 2ND LOW BIDDER 3RD LOW BIDDER 4TH LOW BIDDER 5TH LOW BIDDER 6TH LOW BIDDER 7TH LOW BIDDER
028 Stone Manbole-TypeB(8'w57 1 EA $ 3,10000 $ 3,10000 $ 2,89567 $ 2,8950] $ 2,915.00 $ 2,91500 $ 2,835.00 $ 2,83500 $ 4,00000 $ 4,00000 $ 2,87500 $ 2,87500 $ 3,41000 $ 3,41000
02] Stone Manbole-TypeB Clk]1 4 EA $ 4,90000 $ 19,60000 $ 5,57684 $ 22,30736 $ 5,615.00 $ 22,46000 $ 5,460.00 $ 21,84000 $ 6,00000 $ 24,00000 $ 4,62000 $ 18,48000 $ 5,4900] $ 21,96268
028 Slone Junction Box(4,181 1 EA $ 6,10000 $ 6,10000 $ 13,19137 $ 13,19137 $ 13,285.00 $ 13,28500 $ 12,915.00 $ 12,91500 $ 9,00000 $ 9,00000 $ ],80000 $ ],80000 $ 6,79109 $ 6,79109
02g Stone Junction Bos(Bk147 1 EA $ 9,10000 $ 9,10000 $ 13,942.10 $ 13,942.10 $ 14,040.00 $ 14,04000 $ 13,650.00 $ 13,65000 $ 13,00000 $ 13,00000 $ 9,44000 $ 9,44000 $ 10,10283 $ 10,10283
030 Stone Junction Bos(gk187 1 EA $ 960000 $ 960000 $ 1662327 $ 1662327 $ 16740.00 $ 1674000 $ 16275.00 $ 1627500 $ 1300000 $ 1300000 $ 11 55000 $ 11 55000 $ 1069236 $ 1069236
031 15'x12"Inline Orin Basn 2 EA $ 1,35000 $ 2,70000 $ 58986 $ 1,1]g]2 $ ]00.00 $ 1,40000 $ 918]5 $ 1,83750 $ 1,00000 $ 2,00000 $ 92000 $ 1,84000 $ 1,50271 $ 3,00542
032 Sngle Gate Drop Inlet 3 EA $ 1,54500 $ 4,63500 $ 1,60870 $ 4,826.10 $ 1,620.00 $ 4,86000 $ 1,575.00 $ 4,72500 $ 2,00000 $ 6,00000 $ 2,36000 $ ],08000 $ 1,73390 $ 5,20170
033 Combinafion lnlet(4 Gate) 7 EA $ 4,40000 $ 30,80000 $ 3,75364 $ 26,27548 $ 3780.00 $ 26,46000 $ 3,6]5.00 $ 25,72500 $ 3,50000 $ 24,50000 $ 4,31000 $ 30,1]000 $ 4,91271 $ 34,3880]
034 8 Recessed Curb Inlet 7 EA $ 2,40000 $ 16,80000 $ 2,33262 $ 16,32834 $ 2,350.00 $ 16,45000 $ 2,283]5 $ 15,98625 $ 2,70000 $ 18,90000 $ 2,15000 $ 15,05000 $ 2,68754 $ 18,81278
035 10'Recessed Curb Inlet 18 EA $ 2,47500 $ 44,55000 $ 2,54].11 $ 45,84]08 $ 2,565.00 $ 46,1]000 $ 2,49375 $ 44,88750 $ 2,60000 $ 46,80000 $ 2,44000 $ 43,92000 $ 2,]]423 $ 49,936.14
036 12'Recessed Curb Inlet 14 EA $ 2,75000 $ 38,50000 $ 2,86885 $ 40,16390 $ 2,890.00 $ 40,46000 $ 2,808]5 $ 39,32250 $ 3,00000 $ 42,00000 $ 2,]]000 $ 38,78000 $ 3,06322 $ 42,88508
037 8'Standard Curb Inlet 2 EA $ 21000 $ 42000 $ 2,33262 $ 4,66524 $ 2,350.00 $ 4,70000 $ 2,283]5 $ 4,56750 $ 2,60000 $ 5,20000 $ 2,15000 $ 4,30000 $ 231.19 $ 46238
038 10'Standard Curb Inlet 2 EA $ 2,47500 $ 4,950 00 $ 2,54].11 $ 5,094 22 $ 2,565.00 $ 5,130 00 $ 2,493]5 $ 4,98]50 $ 2,600 00 $ 5,200 00 $ 2,440 00 $ 4,880 00 $ 2,]]4 24 $ 5,54848
03g Curb Inlet(rdJOT Type CJ 1 EA $ 2,73000 $ 2,73000 $ 2,46668 $ 2,46668 $ 2,485.00 $ 2,48500 $ 2,415.00 $ 2,41500 $ 3,00000 $ 3,00000 $ 2,56500 $ 2,56500 $ 3,06322 $ 3,06322
040 Curb Inlet E#enson(rs00T Type EJ 2 EA $ 60000 $ 1,20000 $ 85]08 $ 1,71596 $ 1,620.00 $ 3,24000 $ 840.00 $ 1,68000 $ 2,00000 $ 4,00000 $ 82000 $ 1,64000 $ 63576 $ 1,27152
041 3'Type Y Inlet 6 EA $ 185000 $ 1110000 $ 182320 $ 1093920 $ 1,835.00 $ 11,01000 $ 1785.00 $ 1071000 $ 250000 $ 1500000 $ 1,90000 $ 1140000 $ 202288 $ 1213728
042 4'TVPe Y Inlet 2 EA $ 1,85000 $ 3,70000 $ 1,93044 $ 3,86088 $ 1,945.00 $ 3,89000 $ 1,89000 $ 3,78000 $ 2,75000 $ 5,50000 $ 2,31000 $ 4,62000 $ 2,02288 $ 4,04576
043 5'Type Y Inlet 3 EA $ 2,15000 $ 6,45000 $ 2,03]09 $ 6,11307 $ 2,050.00 $ 6,15000 $ 1,995.00 $ 5,98500 $ 3,20000 $ 9,60000 $ 2,56500 $ ],69500 $ 2,36966 $ ],10808
044 Safety Entl Taatrnent-PSET-RP(18"RCPJ(g.1J 1 EA $ 1,03000 $ 1,03000 $ 1,0724] $ 1,0724] $ 1,08000 $ 1,08000 $ 848.56 $ 84856 $ 75000 $ 75000 $ 1,33500 $ 1,33500 $ 1,155 93 $ 1,155 93
045 Heatlwall-CH-FW-O(12"RCPJ(3.1J 1 EA $ 90000 $ ggg 00 $ ]50]3 $ ]50]3 $ ]55.00 $ 75500 $ ]35.00 $ 73500 $ 50000 $ 500 00 $ 1,02500 $ 1,02500 $ 98254 $ 98254
048 Heatlwall-CH-FW-O(54"RCPJ(k1J 1 EA $ 4,30000 $ 4,30000 $ 3,64639 $ 3,64639 $ 3,670.00 $ 3,67000 $ 3,570.00 $ 3,57000 $ 4,10000 $ 4,10000 $ 3,44000 $ 3,44000 $ 4,797.11 $ 4,797.11
047 WingwzlINPW(10 x6)(151 Skew)(3.1)(Hw=951 1 EA $ 20,60000 $ 20,60000 $ 26,81173 $ 26,81173 $ 27,000.00 $ 2],00000 $ 28,000.00 $ 28,00000 $ 29,93125 $ 29,93125 $ 24,18000 $ 24,18000 $ 23,11862 $ 23,11862
048 WingwallsPW(10'x87(15°SkewJ(3.1J(Hvr-1157 1 EA $ 30,38500 $ 30,38500 $ 41,07556 $ 41,07556 $ 41,365.00 $ 41 365 00 $ 40,000.00 $ 40,00000 $ 43,34700 $ 43,34700 $ 35,25000 $ 35,25000 $ 34,09996 $ 34,09996
04g WingwallsPW(2-]'w57(0°SkewJ(3.1J(Hw�01 1 EA $ 16,99500 $ 16,99500 $ 18,44647 $ 18,44647 $ 18,575.00 $ 18,57500 $ 25,000.00 $ 25,00000 $ 23,46800 $ 23,46800 $ 1],15000 $ 1],15000 $ 19,07286 $ 19,07286
050 WingwallsPW(2-]'w57(15°SkewJ(3.1J(Hvr-857 1 EA $ 19,20000 $ 19,20000 $ 25,63201 $ 25,63201 $ 25,810.00 $ 25,81000 $ 21,000.00 $ 21,00000 $ 28,80125 $ 28,80125 $ 16,27000 $ 16,27000 $ 21,50031 $ 21,50031
051 WingwallsPW(3-10k51(30°SkewJ(21J(Hvr-10.07 1 EA $ 19,10000 $ 19,10000 $ 28,42043 $ 28,42043 $ 28,620.00 $ 28,62000 $ 28,000.00 $ 28,00000 $ 36,33250 $ 36,33250 $ 29,33400 $ 29,33400 $ 21,38472 $ 21,38472
052 VVingwalISPW(3-10 x51(301 Skew)(3.1)(46,10.51 1 EA $ 29,35500 $ 29,35500 $ 40,86107 $ 40,86107 $ 41,150.00 $ 41 150 00 $ 39,000.00 $ 39,00000 $ 50,63650 $ 50,63650 $ 40,41000 $ 40,41000 $ 32,94403 $ 32,94403
053 WingwallsPW(4-10k81(15°SkewJ(3.1 J(Hvr-11.57 2 EA $ 32,50000 $ 65,00000 $ 44,72196 $ 89,44392 $ 45,035.00 $ 90,07000 $ 43,000.00 $ 86,00000 $ 57,13850 $ 114,2]]00 $ 43,32500 $ 86,65000 $ 36,41182 $ 72,82364
054 Rail Anchorage Curb 222 LF $ 12900 $ 28,63800 $ 69]1 $ 15,47562 $ ]0.20 $ 15,58440 $ 222.00 $ 49,28400 $ 10800 $ 23,97600 $ 1]500 $ 38,85000 $ 14449 $ 32,07678
055 Traffic Railing for Culvert 722 LF $ 9500 $ 68,59000 $ 9438 $ 68,14236 $ 95.00 $ 68,59000 $ 110.00 $ 79,42000 $ 6900 $ 49,81800 $ 7500 $ 54,15000 $ 10635 $ 76,78470
056 Pedestnan Railing for Culvert 722 LF $ 9200 $ 66,42400 $ 13835 $ 99,88870 $ 139.30 $ 100,57460 $ 9346 $ 6],478.12 $ 12500 $ 90,25000 $ 11000 $ 79,42000 $ 13293 $ 95,97546
057 Rlaster(Culvert Ends) 16 EA $ 2,21500 $ 35,44000 $ 3,75364 $ 60,05824 $ 3,480.00 $ 55,68000 $ 3,000.00 $ 48,00000 $ 2,00000 $ 32,00000 $ 1,50000 $ 24,00000 $ 2,48525 $ 39,76400
058 Stone Ripap(rs00T Common GroutetlJ 2000 SY $ ]2.10 $ 144,20000 $ 5]01 $ 115,82000 $ 58.30 $ 116,60000 $ 48.00 $ 96,00000 $ 6000 $ 120,00000 $ 5600 $ 112,00000 $ 8002 $ .1,84000
05g Gabion Mattress(18'1(PVC CoatetlJ 180 SY $ 8300 $ 14,94000 $ 8580 $ 15,44400 $ 14040 $ 25,27200 $ 84.00 $ 15,12000 $ 15000 $ 2],00000 $ 13900 $ 25,02000 $ .125 $ 29,02500
O80 Gabion Basket(3'xi1(PVC CoatetlJ 22 LF $ 20000 $ 4,40000 $ 20556 $ 4,52232 $ 1]0.00 $ 3,87200 $ 201.25 $ 4,42750 $ 15000 $ 3,30000 $ 1]500 $ 3,85000 $ 11559 $ 2,54298
061 Trench Excavafion Protection for Storm Sewer 10148 LF $ 103 $ 10,45244 $ 0.16 $ 1,62368 $ 0.10 $ 1,01480 $ 3.68 $ 3],34464 $ 005 $ 50]40 $ 0.10 $ 1,01480 $ 1.16 $ 11,]]168
TataF Sterm DXahaBe Bii AroXnt$ 2,064,571.20 $ 2258,396O5 5 2,32e,?E$OO $ 1,249,T64SO $ 2,256;e59.9e $ 2;Q9553e23e $: 2,326;742:56`
Traffic Control
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hmtk f aeDesmrjaYi'ort :QuaMRi^ that Uttd TaNfltem Cast Fo ffte,tmt Um} FotoJk,Cast th.t FatafPem Cast U Y FotoJk,Case. tb* ThSUmCmt Ued Fr+�fFieree Cast
T1 Sgn&Sgn Post Assembly 25 EA $ 40000 $ 10,00000 $ 39655 $ 9,91375 $ 415.00 $ 10,37500 $ 341.25 $ 8,53125 $ 20000 $ 5,00000 $ 38500 $ 9,62500 $ 37568 $ 9,39200
T2 Sqn&Sqn Post Assembly AOStreet Name Blades 20 EA $ 46000 $ 9,20000 $ 45835 $ 9,16700 $ 480.00 $ 9,60000 $ 393]5 $ ],87500 $ 25000 $ 5,00000 $ 44500 $ 8,90000 $ 43347 $ 8,66940
T3 Remove Exis[Sgn&Post Assembly 1 LS $ 4,00000 $ 4,00000 $ 3,986.10 $ 3,986.10 $ 4,200.00 $ 4,20000 $ 2,362.50 $ 2,36250 $ 50000 $ 50000 $ 3,87000 $ 3,87000 $ 2,60084 $ 2,60084
T4 Remove Existing Guardrail/Bamcades 1 LS $ 4,20000 $ 4,20000 $ 5,40750 $ 5,40750 $ 5700.00 $ 5,70000 $ 2,205.00 $ 2,20500 $ 50000 $ 50000 $ 5,25000 $ 5,25000 $ 2,42745 $ 2,42745
T5 Relf Pay.Marker(CI B,Ty II-tYAJ 10 EA $ 2 75$ 27 50 $ 2 73 $ 27 30 $ 2.86 $ 2800 $ 2 78 $ 27 30 $ 330 $ 3300 $ 205 $ 26 50 $ 402 $ 46 20
TB Relf Pay.Marker(CI B,Ty II-GRJ 600 EA $ 275$ 1,65000 $ 273 $ 1,63800 $ 2.86 $ 1,71600 $ 278 $ 1,66800 $ 330 $ 1,98000 $ 205 $ 1,59000 $ 347 $ 2,08200
T] Fire Hydrant Marker 10 EA $ 300 $ 3000 $ 273 $ 2]30 $ 2.86 $ 2800 $ 278 $ 2]30 $ 550 $ 5500 $ 205 $ 2650 $ 1156 $ 11560
TB Refl.Pavemen[Marking(4'1MmiteJ(BrokenJ(rype lJ 20430 LF $ 031 $ 6,33330 $ 031 $ 6,33330 $ 0.32 $ 6,53]00 $ 0.32 $ 6,53]00 $ 0]2 $ 14,70960 $ 030 $ 6,12900 $ 1.10 $ 22,47300
Tg Refl.PavementMarking(4'1MmiteJ(OasbetlJ(Type lJ 205 LF $ 2.10 $ 43050 $ 206 $ 42230 $ 2.16 $ 44280 $ 2.10 $ 43050 $ 0]2 $ 14]00 $ 200 $ 41000 $ 231 $ 47355
T10 Refl.PavementMarking(4'1(YellowJ(SolitlJ(rype lJ 330 LF $ 105$ 34650 $ 103 $ 33900 $ 1.08 $ 35640 $ 1.05 $ 34650 $ 0]2 $ 23]00 $ 100 $ 33000 $ 1.10 $ 36300
T11 Refl.Pavemen[Marking(e'1MmiteJ(SolitlJ(rype lJ 1254 LF $ 144 $ 1,80576 $ 144 $ 1,80576 $ 1.51 $ 1,89354 $ 147 $ 1,84338 $ 143 $ 1,79322 $ 140 $ 1,75560 $ 202 $ 2,53308
T12 Refl.Pavement Marking(12')6ABLe)(Solid)(TVPe 17 3267 LF $ 232$ 757944 $ 232 $ ],57944 $ 243 $ ],93881 $ 2.36 $ ]]1012 $ 440 $ 1437480 $ 225 $ ],35075 $ 289 $ 944163
T13 Refl.PavementMarking(18'1MmiteJ(SolitlJ(rype lJ 418 LF $ 4.15$ 1,73470 $ 4.12 $ 1,722.16 $ 4.32 $ 1,80576 $ 4.20 $ 1,75560 $ 600 $ 2,75880 $ 400 $ 1,67200 $ 3]6 $ 1,57168
T14 Refl.PavementMarking(24'1MmiteJ(SolitlJ(rype lJ 145 LF $ 405$ 67425 $ 404 $ 67280 $ 4.86 $ ]04]0 $ 4]3 $ 68585 $ 900 $ 1,43550 $ 450 $ 65250 $ 604 $ 1,00630
T15 Reflectorizetl Pavemen[Marker(OnlyJ(rype lJ 2 EA $ 14000 $ 28000 $ 13905 $ 2]8.10 $ 146.00 $ 29200 $ 14175 $ 28350 $ 12100 $ 24200 $ 13500 $ 27000 $ 14449 $ 28808
T18 Reflectorizetl Pavemen[Marker(AnowJ(rype lJ 2 EA $ 13000 $ 26000 $ 128]5 $ 25750 $ 135.00 $ 27000 $ 131.25 $ 26250 $ 13]50 $ 27500 $ 12500 $ 25000 $ 11560 $ 23120
T1] Reflectonzed Pavement Marker(Anow,hru)(TVPe 17 6 EA $ .500 $ 99000 $ 16480 $ 98880 $ 1]3.00 $ 1,03800 $ 168.00 $ 1,00800 $ 24200 $ 1,45200 $ 16000 $ 96000 $ 22541 $ 1,35246
T18 Metal Beam Guard Fence(M BGF-OgJ 325 LF $ 2105$ ],03625 $ 2000 $ 6,69500 $ 16.20 $ 5,26500 $ 2179 $ ],08175 $ 2]00 $ 8,]]500 $ 2200 $ ],15000 $ 1]34 $ 5,63550
T1g Metal Beam Guard Fence Tan510on(MBGF(rL2}OgJ 16 EA $ 51500 $ 8,24000 $ ]6]35 $ 12,2]]00 $ 535.00 $ 8,56000 $ 813]5 $ 13,02000 $ 1,35000 $ 21,60000 $ 62500 $ 10,00000 $ 5]2.19 $ 9,15504
T20 Sngle Guardrail Terminal(SGT(]}OgJ 9 EA $ 2,55000 $ 22,95000 $ 2,07545 $ 18,67905 $ 2,000.00 $ 18,00000 $ 2,992.50 $ 26,93250 $ 3,00000 $ 2],00000 $ 2,95000 $ 26,55000 $ 2,13847 $ 19,24623
T21 Terminal Anchor Section 8 EA $ 55000 $ 4,40000 $ 67980 $ 5,43840 $ 520.00 $ 4,16000 $ 544.69 $ 4,35752 $ 1,50000 $ 12,00000 $ 57500 $ 4,60000 $ 55485 $ 4,43880
T22 Work Zone Traffic Control 1 LS $ 3],50000 $ 3],50000 $ 474,5]]09 $ 474,5]]09 $ 550,300.00 $ 550,30000 $ 872,052.90 $ 872,05290 $ 39],00000 $ 39],00000 $ 850,00000 $ 850,00000 $ 679,48262 $ 679,48262
T23 Traffic Sgnal Modiflca0ons 1 LS $ 60,80000 $ 60,80000 $ 60,]]000 $ 60,]]000 $ 52,500.00 $ 52,50000 $ 61,950.00 $ 61,95000 $ 50,03850 $ 50,03850 $ 65,00000 $ 65,00000 $ 68,19902 $ 68,19902
rnj.-1t
BROWN STREET RECONSTRUCTIONPit TSEO PAVING COMPANY LACY CONSTRUCTION MCMAHON CONTRACTNG,L.P. ED BELL CONSTRUCTON TRI CON SERVICES GLEN THURMAN INC. LONE STAR CIVIL CONSTRUCTION,
State rngnway Te m stone Road P.O.BOX 270040 1880 CROWN ROAD P.O.BOX 153086 P.O.BOX 540787 3010 W.MAIN STREET P.O.BOX 850842 INC.
DALLAS,TEXAS 75227 DALLAS,TEXAS 75234 IRVING,TEXAS 75015-3086 DALLAS,TEXAS 75354-0787 ROWLETT,TEXAS 75088 MESQUITE,TEXAS 75185-0842 43FL WINDSOO CENTRE TRAIL x600
FLOWER MOUND,TEXAS 75028
LOW BIDDER 2ND LOW BIDDER 3RD LOW BIDDER 4TH LOW BIDDER 5TH LOW BIDDER 6TH LOW BIDDER 7TH LOW BIDDER
T24 PVC Scb 40 Condi,(4")(Future llluminahon Sleeve) 3125 LF $ 490 $ 15,312 50 $ 489 $ 15,281 25 $ 690 $ 21,562 50 $ 488 $ 15,593 75 $ 700 $ 21,875 00 $ 550 $ ,,18750 $ 549 $ ,,15025
T25 PVC Scb 40 Cond.(0")(Future lmgabon Sleeve) 3,5 LF $ 660 $ 20,955 00 $ 592 $ 18,796 00 $ 1064 $ 33,782 00 $ 630 $ 20,002 50 $ 1100 $ 34,925 00 $ 1200 $ 38,100 00 $ 1387 $ 44,037 25
T26 Type"A"Ground Box(Future llluminaton) 52 EA $ 10300 $ 5,35600 $ 10300 $ 5,35600 $ 47500 $ 24,700 00 $ 10500 $ 5,46000 $ 50000 $ 26,000 00 $ 11000 $ 5,]2000 $ 11559 $ 6,01068
T27 Imgaton Valve Box(RaInbrd VB-STO or Eguly) 53 EA $ 1310 $ 69430 $ 2575 $ 1,36475 $ 4300 $ 2,27900 $ 1247 $ 66091 $ 4000 $ 2,12000 $ 16500 $ 8,]4500 $ ,383 $ 9,21299
Tutat TWA°,ControlBld Amount:$ 232,795.09:$ 689,802.7$:$ 7744403631:$ 1970,672R94 554927.52:$ 1,982120-35:$ 927,6465
Water Line
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IMma";, kemDesc£A£ii. [M-Ntd# P. WA FaMt/M Cott Um[Y Iamf£kmeos£ O. TotaiRmeos£ that TotNtturt Cott .. O. TotaiM Cos£ MOO ToMM.O2os£ NNd . Mmtt£umC t.
W1 Furnish nstaWater Line by Open Cut with +Embedment 1960 LF $ 14010 $ 274,596 00 $ 11981 $ 234,827 60 $ 16850 $ 330,260 00 $ 14291 $ 280,103 60 $ 11000 $ 215,600 00 $ 9880 $ 193,648 00 $ 15721 $ 308,131 60
W2 Furnish nstaWater Line by Open Cut with teeEncasement Pipe(3/8"Thick) 931 LF $ 29500 $ 274,645 00 $ 25132 $ 233,978 92 $ 30150 $ 280,696 50 $ 25515 $ 237,544 65 $ 24500 $ 228,095 00 $ 23700 $ 220,647 00 $ 33060 $ 307,788 60
W3 Furnish nstaWater Line by Boring with 36"Steel Encasement Pipe(GB"Thick) 60 LF $ 54100 $ 32,460 00 $ 53702 $ 32,221 20 $ 51800 $ 31,080 00 $ 33537 $ 20,122 20 $ 77000 $ 46,20000 $ 56100 $ 33,660 00 $ 60686 $ 36,411 60
W4 Furnish nstaWater Line by Open Cut with oncrete Encasement 10 LF $ 14000 $ 1,40000 $ 12554 $ 1,25540 $ 15350 $ 1,53500 $ 23384 $ 2,33840 $ 18000 $ 1,80000 $ 15700 $ 1,57000 $ 15605 $ 1,56050
W5 Furnish&Install 12 Water Line by Open Cut with +Embetlment 528 LF $ 4650 $ 24,552 00 $ 4269 $ 22,540 32 $ 4475 $ 23,628 00 $ 5360 $ 28,300 80 $ 4100 $ 21,648 00 $ 3500 $ 18,480 00 $ 5202 $ 27,466 56
W6 Furnish nstaWater Line by Open Cut with teeEncasement Pipe(1/4"Thick) 70 LF $ 11450 $ 8,01500 $ 12867 $ 9,00690 $ 9500 $ 6,65000 $ 10196 $ 7,13720 $ 10100 $ 7,07000 $ 8550 $ 5,98500 $ 12831 $ 8,981]0
W] Furnish nstaWater Line by Boring with 20"Steel Encasement Pipe(1/4"Thick) 20 LF $ 23700 $ 4,]4000 $ 24026 $ 4,80520 $ 36700 $ 7,34000 $ 27631 $ 5,52620 $ 64000 $ 12,800 00 $ 27242 $ 5,44840 $ 26586 $ 5,3,20
W8 Furnish nstaWater Line by Open Cut with oncrete Encasement 10 LF $ 6200 $ 62000 $ 7020 $ 70200 $ 5800 $ 58000 $ 10211 $ 1,02110 $ 13000 $ 1,30000 $ 7000 $ 70000 $ 6936 $ 69360
Wg Furnish nstaWater Line by Open Cut with +Embedment 1360 LF $ 3300 $ 44,880 00 $ 2802 $ 38,107 20 $ 2885 $ 39,236 00 $ 3255 $ 44,268 00 $ 3100 $ 42,160 00 $ 2450 $ 33,320 00 $ 3699 $ 50,306 40
1.A10 Furnish&Install 6"Water Line by Open Cut with +Embetlment 63 LF $ 2900 $ 1,82700 $ 4510 $ 2,84130 $ 4200 $ 2,64600 $ 4804 $ 3,02652 $ 5000 $ 3,15000 $ 2300 $ 1,44900 $ 3237 $ 2,03931
R/11 Furnish Install ate Valve with Gene for 3 EA $ 25,750 00 $ 77,250 00 $ 19,563 93 $ 58,691 79 $ 24,500 00 $ 73,500 00 $ 23,821 35 $ 71,464 05 $ 28,500 00 $ 85,500 00 $ 23,300 00 $ 69,900 00 $ 28,898 27 $ 86,694 81
R/12 Furnish nsta ate Valve with aen e for 2 EA $ 2,42500 $ 4,85000 $ 2,38351 $ 4,]6702 $ 2,20000 $ 4,40000 $ 2,36145 $ 4,]2290 $ 2,25000 $ 4,50000 $ 2,22500 $ 4,45000 $ 2,]1644 $ 5,43288
R/13 Furnish nsta ate Valve with aen e for ] EA $ 1,45000 $ 10,150 00 $ 1,52418 $ 10,669 26 $ 1,37000 $ 9,59000 $ 1,45472 $ 10,183 04 $ 1,20000 $ 8,40000 $ 1,20000 $ 8,40000 $ 1,61830 $ 11,32810
W14 Furnish nsta ate Valve with aen e for 6 EA $ 1,03000 $ 6,18000 $ 98056 $ 5,88336 $ 97500 $ 5,85000 $ 1,05578 $ 6,33468 $ 90000 $ 5,40000 $ 1,05000 $ 6,30000 $ 1,15593 $ 6,93558
W15 Transfer Water Service Including p on Main,Corp&Copper Tubing 15 EA $ 77500 $ 11,625 00 $ 1,03172 $ 15,475 80 $ 79000 $ 11,850 00 $ 179970 $ 26,995 50 $ 60000 $ 9,00000 $ 1,97500 $ 29,625 00 $ 86695 $ 13,004 25
W10 Furnish nstaNew 3Meter 15 EA $ 8000 $ 1,20000 $ 57063 $ 8,55945 $ 40000 $ 6,00000 $ 36750 $ 5,51250 $ 20000 $ 3,00000 $ 48000 $ 7,20000 $ 8669 $ 1,30035
W17 ConstructCombination Air Release Valve with 4'Diameter Manhole 2 EA $ 6,59500 $ 13,19000 $ 10,013 75 $ 20,027 50 $ 9,10000 $ 18,20000 $ 9,15600 $ 18,312 00 $ 9,00000 $ 18,000 00 $ 12,700 00 $ 25,400 00 $ 7,39796 $ 14,795 92
W18 Furnish nsta isce aneous Fittings 1 LS $ 5,10000 $ 5,10000 $ 37,897 93 $ 37,897 93 $ 5870000 $ 58,700 00 $ 7,56000 $ 7,56000 $ 45,000 00 $ 45,000 00 $ 121]0000 $ 121]0000 $ 5,]2186 $ 5,]2186
W19 Construct,Blow OR Valve with 4'Diameter Manhole 3 EA $ 9,00000 $ 27,000 00 $ 4,94453 $ 14,833 59 $ 875000 $ 26,250 00 $ 9,18960 $ 27,568 80 $ 8,80000 $ 26,400 00 $ 8,]1800 $ 26,154 00 $ 10,056 60 $ 30,169 80
W20 Connect to Existing Water Line 3 EA $ 1,30000 $ 3,90000 $ 80768 $ 2,42304 $ 45000 $ 1,35000 $ 178500 $ 5,35500 $ 75000 $ 2,25000 $ 1,22000 $ 3,66000 $ 1,44491 $ 4,33473
W21 Furnish nsta tanard Fire Hydrant Assembly 6 EA $ 3,05000 $ 18,300 00 $ 2,39584 $ 14,375 04 $ 275000 $ 16,500 00 $ 3,07283 $ 18,436 98 $ 3,40000 $ 20,400 00 $ 3,02500 $ 18,150 00 $ 3,41000 $ 20,460 00
W22 Support ExistingAcross Trench 9 EA $ 2,06000 $ 18,540 00 $ 89176 $ 8,02584 $ 45000 $ 4,05000 $ 57750 $ 5,19750 $ 20000 $ 1,80000 $ 40000 $ 3,60000 $ 2,31186 $ 20,806 74
W23 Remove&Dispose of ExistingWater Line 1 LS $ 1,00000 $ 1,00000 $ 2,91602 $ 2,91602 $ 5,40000 $ 5,40000 $ 2,62500 $ 2,62500 $ 50000 $ 50000 $ 1,32000 $ 1,32000 $ 1,09813 $ 1,09813
W24 Design Trench Safety Plan&Provide Trench Safety Systems 4949 LF $ 103 $ 5,09747 $ 016 $ 79184 $ 010 $ 49490 $ 315 $ 15,589 35 $ 005 $ 24745 $ 010 $ 49490 $ 116 $ 5,]4084
Tote Water L9leBiid Amount 1$ 874117.471$ 785,623,52 $ 965,786.4g $ 865;245W $ 810,,22045T$ 84426t-30 $ 97E,521.06
Erosion Control&Landscaping
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}tam&:' FBmDbcepemN, $O+aN£&$+Mg.$ 1N3 744114448441 744M1 85444. tbmtttem Cast£_ tWat&em Cott MkT.,,,,tem Cast£_ tW,,,,,,Cott_ DNF ,),,,,tern Cott
L1 SIIt Fence(Install/Malntaln/Remove) 5485 LF $ 134 $ 7,34990 $ 134 $ 7,34990 $ 200 $ 10,970 00 $ 400 $ 21,940 00 $ 200 $ 10,970 00 $ 165 $ 9,05025 $ 139 $ 7,62415
L2 Inlet Pmtenon 68 EA $ 6200 $ 4,21600 $ 5665 $ 3,85220 $ 4000 $ 2,]2000 $ 7500 $ 5,10000 $ 12500 $ 8,50000 $ 3300 $ 2,24400 $ 5780 $ 3,93040
L3 Rlter Dam 185 LF $ 2000 $ 3,]0000 $ 2627 $ 4,85995 $ 1650 $ 3,05250 $ 5500 $ 10,,500 $ 2500 $ 4,62500 $ 4300 $ 7,95500 $ 1618 $ 2,99330
L4 Construction E:I[ 4 EA $ 1,30000 $ 5,20000 $ 97850 $ 3,91400 $ 87000 $ 3,48000 $ 1,50000 $ 6,00000 $ 75000 $ 3,00000 $ 2,00000 $ 8,00000 $ 1,09929 $ 4,39716
L5 Tops.(4"Depth) 3625 CY $ 1500 $ 54,375 00 $ 541 $ 19,611 25 $ 4500 $ 163,125 00 $ 750 $ 27,187 50 $ 100 $ 3,62500 $ 800 $ 29,000 00 $ 187 $ 6,]7875
L6 Block Sod(Bermuda)(Common) 32615 SY $ 209 $ 68,165 35 $ 201 $ 65,556 15 $ 215 $ 70,122 25 $ 200 $ 65,230 00 $ 300 $ 97,845 00 $ 200 $ 65,230 00 $ 208 $ 67,839 20
L] Pmlect M owing&Landsape Maintenance 16 MO $ 55000 $ 8,80000 $ 97850 $ 15,656 00 $ 80000 $ 12,800 00 $ 60000 $ 9,60000 $ 10000 $ 1,60000 $ 2,50000 $ 40,000 00 $ 2,66269 $ 42,603 04
L8 Slonr Water Pollution Prevention Plan 1 LS $ 4,00000 $ 4,00000 $ 4,66075 $ 4,66075 $ 2,50000 $ 2,50000 $ 25,000 00 $ 25,000 00 $ 1,25000 $ 1,25000 $ 9,50000 $ 9,50000 $ 9,98724 $ 9,98724
s.
,. xotat EYnston-Control&Ean41448414,4 155,805,25 4 125,46O2O 4 268,759:75&$ 170,23230&$ 134415,00&$ 170;979_25 4 146:153.24
Incidental Construction
Y'uy4,x Cas£pPT lut U+"sF,PPT U+sF,PPT eat lut Cost
IMm,#:a tMmDeso31£Nm Oo,N, Rg Pea, flf IaM£ltecCas MOO Iamftkmeos£ O. . TotaiR mCa4£ us ToMMem Cott .. Mg . IaMttkmCos£ Umis TO410 Cost tMd . Iam11£em6-P,
IC1 6'Cedar Fence 2400 LF $ 2640 $ 63,360 00 $ 2472 $ 59,328 00 $ 2765 $ 66,360 00 $ 2688 $ 64,512 00 $ 2700 $ 64,800 00 $ 1850 $ 44,400 00 $ 1914 $ 45,936 00
IC2 6'Chain Lnk Fence 1100 LF $ 1310 $ 14,410 00 $ 1545 $ 16,995 00 $ 1370 $ 15,070 00 $ 1334 $ 14,674 00 $ 1600 $ ,,00000 $ 1550 $ ,05000 $ 1637 $ 18,007 00
IC3 T%DOT Type"C"Fence 1200 LF $ 450 $ 5,40000 $ 448 $ 5,37600 $ 470 $ 5,64000 $ 457 $ 5,48400 $ 550 $ 6,60000 $ 400 $ 4,80000 $ 402 $ 4,82400
IC4 Lower EwsIng 8"Water Line 10 EA $ 3,]6000 $ 37,600 00 $ 1,91124 $ 19,112 40 $ 2,80000 $ 28,000 00 $ 4,15275 $ 41,527 50 $ 2,50000 $ 25,000 00 $ 5,95000 $ 59,500 00 $ 4,21915 $ 42,19150
IC5 Lower EwsIng 12"Water Line 5 EA $ 4,43000 $ 22,150 00 $ 3,30232 $ 16,511 60 $ 3,20000 $ 16,000 00 $ 6,49425 $ 32,471 25 $ 5,00000 $ 25,000 00 $ 8,52500 $ 42,625 00 $ 4,97050 $ 24,852 50
IC6 Concrete Cap for NTMWD Water Line 250 LF $ 4350 $ 10,875 00 $ 2940 $ 7,35000 $ 5700 $ 14,250 00 $ 4725 $ 11,812 50 $ 3000 $ 7,50000 $ 4500 $ 11,250 00 $ 4855 $ 12,137 50
IC] Project ConIngency 1 LS $ ,5,00000 $ ,5,00000 $ ,5,00000 $ ,5,00000 $ ,5,00000 $ ,5,00000 $ ,5,00000 $ ,5,00000 $ ,5,00000 $ ,5,00000 $ ,5,00000 $ ,5,00000 $ ,5,00000 $ ,5,00000
Total incittentaf Construct£bn Bid Amount,$ 328,795,0a4 299,673,044 320;32e004 346,48t,254 324500,004 354,625.004 322,948_59
Total Base Bid CansUztsdan Amnt4r+t;$' 7,91059-Q7;5 $42400.90 :5 8,45,t87839 ;5 $59 QQQ.QQ :$ 8;982476-33;5 094599-26;5 10,062.22461.
BROWN STREET RECONSTRUCTION TSEO PAVING COMPANY LACY CONSTRUCTION MCMAHON CONTRACTING,L.P. ED BELL CONSTRUCTION TRI CON SERVICES GLEN THURMAN INC. LONE STAR CIVIL CONSTRUCTION,
State rngnway Fe m stone Road P.O.BOX 270040 1880 CROWN ROAD P.O.BOX 153086 P.O.BOX 540787 3010 W.MAIN STREET P.O.BOX 850842 INC.
Irilit
DALLAS,TEXAS 75227 DALLAS,TEXAS 75234 IRVING,TEXAS 75015-3086 DALLAS,TEXAS 75354-0787 ROWLETT,TEXAS 75088 MESQUITE,TEXAS 75185-0842 43FL WINDSOO CENTRE TRAIL x600
FLOWER MOUND,TEXAS 75028
LOW BIDDER 2ND LOW BIDDER 3RD LOW BIDDER 4TH LOW BIDDER 5TH LOW BIDDER 6TH LOW BIDDER 7TH LOW BIDDER
Illumination(Alternate Bid)
Puy4,t ...N.T lut ha"i:P. ha"i:P. eat,. Pe!' Cost pbt
It.. :. 1...0...1, ::.[twMdi ::.LT. £ma ' I++mf£temeavt ..1 P.I.N.Cost Tait...0 Iw..R.Cut £ANY ' T++mfltmCost .../ TM.,Cost ,. ' Iat1.,,Cost.
IL1 PVC Sc640 Cond!t(2"((Illumination Cona!t) 12252 LF $ 404 $ 59,29968 $ 434 $ 59,29968 $ 410 $ 50,23320 $ 494 $ 60,52488 $ 390 $ 46,55760 $ 525 $ 64,32300 $ 545 $ 66,]7340
IL2 Illummakon Foundaton(W1lhout Apren)(O1Depth) 72 EA $ 90125$ 64,89000 $ 90125 $ 64,89000 $ 06000 $ 61,92000 $ 91975 $ 66,15000 $ 05000 $ 61,20000 $ 96500 $ 69,480 00 $ 1,01143 $ 72,82296
IL3 Illummaton Pole Assembly(Single Ann) 16 EA $ 2,163 HI $ 34,60800 $ 2,16300 $ 34,60800 $ 2,38000 $ 38,08000 $ 277400 $ 44,38400 $ 2,40000 $ 38,40000 $ 2,30000 $ 36,80000 $ 2,42742 $ 38,83872
IL4 Illummaton Pole Assembly(Dual Ann) 56 EA $ 2,67800 $ 149,96800 $ 2,67800 $ 149,96800 $ 3,30000 $ 184,80000 $ 3,29900 $ 104]4400 $ 3,20000 $ 1]9,200 NI $ 2,86000 $ 160,16000 $ 3,00538 $ 1g0,30128
IL5 Electnal Service 1 EA $ 3,60000 $ 3,60000 $ 3,56277 $ 3,56277 $ 4,20000 $ 4,20000 $ 3,63232 $ 3,63232 $ 4,10000 $ 4,10000 $ 3,80000 $ 3,80000 $ 3,99831 5 3,99831
IL6 Electnal Conductor(No 4 Bare) 12322 LF $ 103 $ 12,69166 $ 103 $ 12,69166 $ 146 $ 1],99012 $ 105 $ 12,93810 $ 140 $ 1],25080 $ 110 $ 13,55420 $ 116 $ 14,29352
IL] Electnal Conductor(No 2Insulated) 36966 LF $ 190 $ 66,53990 $ 190 $ 66,53990 $ 259 $ 95,]4194 $ 104 $ 68,01]44 $ 250 $ 92,41500 $ 200 $ 73,93200 $ 202 $ 74,67132
ILO Type"A"Greundbox(Illuminator) 10 EA $ 10300 $ 1,03000 $ 10300 $ 1,03000 $ 47500 $ 4,]5000 $ 10500 $ 1,05000 $ 50000 $ 5,00000 $ 11000 $ 1,10000 $ 11559 $ 1,15590
IL9 PVCSc6 40 Cord..")(Deduct Base Item T24) -3125 LF $ 490 $ (15,312501$ 619 $ 09,312 50),$ 690 $ (21,562 50),$ 499 $ (15,59375d$ 700 $ (21,875001$ 550 $ (7,187 50),$ 549 $ (17,15625d
ILI0 Type"A"Gmunabox(Deduct Base Item T26) -52 EA $ 10300 $ (5,356 00)$ 10300 $ (5,356 00($ 47500 $ (24,700 00)$ 10500 $ (5,46000($ 50000 $ (26,00000($ 11000 $ (5,720 00)$ 11559 $ (6,01068)
Tutati0005{00000 4lte£Rate BO A050002:$ 371,957_64:$ 367.920_41 $ 412,,45276:$ 426,306,99:$ 39524046:$ 406241.70:$ 417-68048
Irrigation System(Alternate Bid)
Puy.. ...Pev C4..P., Cartpee , ;P., C as#M2 ...P., ...P.,e
Aeaik kemDesc£A£i'oN QL'3MNy UNR Mk £»�££teml9$£ tt. T»tf£kratws£ .. U. T»�££MraCost U! T»!# t9os£ NT .. Ta£MraCost tt. TotN#A t9&s£ wit T»HFltemGos£.
1R1 Imgaton System 1 LS $ 73,]0000 $ 73,]0000 $ 117,420 NI $ 11],42000 $ 125,00000 $ 125,00000 $ 101,00000 $ 101,00000 $ 100,00000 $ 100,00000 $ 100,00000 $ 100,00000 $ 115,00000 5 115,00000
IR2 PVCScb 40 Cond!t(6")(Deduct Base Item T25) -31]5 LF $ 660 $ (20,95500)$ 592 $ (18,796 00)$ 1064 $ (33,782 00)$ 630 $ (20,00250)$ 1100 $ (34,92500)$ 1200 $ (38,100 00)$ 549 $ (1],43075)
IR3 Imgaton Valve Box(Deduct Base Item T27) -53 EA $ 1307 $ (69271)$ 2575 $ (1,364 75)$ 4300 $ (2,279 00)$ 1247 $ (66091)$ 4000 $ (2,120 00)$ 16500 $ (8,745 00)$ 1]393 $ (9,21299)
Total Irrigation Alternate Bid Amount $ 52,05229 $ 97.259,25 $ 85939,00 $ 80,336,59 $ 62955.09 $ 53155,00 $ 88,3562E
Miscellaneous Alternate Bid Items
Puy4,t 'Tr
Cahat hbhat hbhat GaStpkT Cahat CbstPPT
hereX!"s f&aeDA,xcgN'om `[lava"$"`L T.2 U? � .. F trfffeee Cart .. UA& _ haf£&`aCoSt _ UmY � _ "fatrff&`a Cast .. UM+ � .. hHfRere CoS£ _ U Y � _ "fatrff&`a Cast .. UA& _ hHf£teee Cost _ UNF ' _ "fotaIfiere CdS£
WIA 24"Water Brie(Suckle lren)(Class 200) 2961 LF $ 14425$ 427,12425 $ 11559 $ 342,23239 $ 23133 $ 694,96913 $ 10905 $ 319,93605 $ 10900 $ 319,]9900 $ 15000 $ 444,15000 $ 16193 $ 479,17963
WIB 24"Water One(RCCP)(ANSI/AWWA C303-00) 2961 LF $ 17000 $ 503,37000 $ 9713 $ 257,991 93 $ 26300 $ 779,74300 $ 13403 $ 396,96293 $ 9500 $ 291,29500 $ 17000 $ 503,37000 $ 19073 $ 564,751 53
P15A Venable Hagbt Retaining Wall(Stone or Block) 259 LF $ 6500 $ 16,]7000 $ 7169 $ 18,496 02 $ 7700 $ 19,96600 $ 9500 $ 24,51000 $ 9500 $ 24,51000 $ 25000 $ 64,50000 $ 23119 $ 59,64444
Brown Street Reconstruction
Project Manual
Proposal, Specifications, Contract & Bond Forms
Brown Street Reconstruction
State Highway 78 to Stone Road
F
4
P
R
o A
City of Wylie r „�E,; F./..44�
.AP to
Collin County, Texas . Ca/ ° ...# i
,... ::.....................•*tr
.1
f. CHAD A. PENDLEY /''
CITY COUNCIL f �•; 903'!4
ERIC HOGUE - Mayor v1/4...."-
M.G. "RED" BYBOTH -Mayor Pro-Tern
DAVID GOSS - Council Member
KATHY' SPI'LLYARDS —Council Member y 25, 2011
BENNIE JONES Council Member
RICK WHITE — Council Member
DIANE CULVER— Council Member
MINIM Mr IN III
CITY ADMINISTRATION / STAFF
MINDY MANSON - City Manager
CHRIS HOLSTER P.E.—City Engineer Texas Registration No. 579
MIKE SFERRA— Director of Public Services 6175 Main Street, Sure 395
CAROLE EHRLICH — City Secretary Frisco, Texas 75034
Ph: (214) 619-1733
N
CITY OF WYLIE
BROWN STREET RECONSTRUCTION
Project Manual
TABLE OF CONTENTS
TITLE SECTION
Bidding Requirements:
Notice to Contractors A
Instruction to Bidders B
Proposal Form P
Contract Documents:
Standard Form of Agreement SFA
Performance Bond PA
Payment Bond PB
Maintenance Bond MB
Worker's Compensation Certificate WC
Conditions of Contract:
General Conditions of Agreement G
Supplemental Conditions I
Special Specifications H
Schedule of Prevailing Wage Rates WR
Equal Employment Opportunity EE
Technical Specifications:
Preparation of Right-of-Way PR
Excavation E
Embankment EB
Removing Concrete RC
Rolling RL
Lime Treatment LT
Trench Excavation Protection TP
Storm Sewer System SS
Excavation &Backfill of Trenches & Structures ET
Structural Concrete C
Street Road and Drainage Improvements SR
Concrete Curb, Gutter, &Combined Curb &Gutter CG
Sidewalks SW
Joint Sealants JS
Topsoil TS
Sodding SD
Raised Pavement Markers PM
Illumination IL
Irrigation System IRR
TxDOT Barricades &Construction General Notes & Standards BC
INDEX
Brown Street Reconstruction
BIDDING REQUIREMENTS
NOTICE TO CONTRACTORS
FOR THE CONSTRUCTION OF
Brown Street Reconstruction
From State Highway 78 to Stone Road
WYLIE, TEXAS
Sealed bids addressed to the Honorable Mayor and City Council of Wylie, Texas (Owner)will be received
at the office of the Purchasing Agent of the City of Wylie, City Hall, 300 Country Club Road, Wylie,
Texas 75098, until 2:00 p.m., June 17th, 2011, and then publicly opened and read aloud immediately
thereafter, for furnishing all labor, tools, material and equipment, and for performing all work necessary for
the reconstruction of Brown Street from State Highway 78 to Stone Road in the City of Wylie, Texas.
Contract Documents, including Drawings and Technical Specifications, will be available for review or
may be secured from RLK Engineering, Inc. at 6175 Main Street, Suite 395, Frisco, Texas 75034 (214-
619-1733), on payment of a non-refundable Three Hundred Dollars ($300.00) per set. Checks shall be
payable to RLK Engineering, Inc.
The proposal shall be accompanied by a cashier's check or certified check upon a national or state bank in
an amount not less than five percent(5%) of the total actual bid price payable without recourse to the City
of Wylie, Texas, or a bid bond in the same amount from a reliable surety company as a guarantee that the
bidder will enter into a contract and execute performance bonds within then (10) days after notice of
award of contract to them.
The successful bidder must furnish performance bond and payment bonds upon the forms provided in the
amount of one hundred percent (100%) of the contract price from an approved surety company holding a
permit from the State of Texas,to act as a surety or sureties acceptable to the Owner.
The contract shall be awarded to the lowest responsible bidder, however, the right is reserved, as the
interests of the Owner may require, to reject any and all bids, and to waive any informality in bids
received.
The low bidder(s) shall be prepared to submit such evidence as the Owner may require to establish his
experience, possession of such equipment, qualification of personnel, and financial responsibility
necessary to perform the work on this project in an expeditious, safe, and satisfactory manner.
Bids may be held by the Owner for a period not to exceed sixty (60) days from the date of the opening of
Bids for the purpose of reviewing the Bids and investigating the qualifications of Bidders, prior to
awarding of the contract.
A pre-bid conference will be held at the City of Wylie's City Hall (300 Country Club, Wylie, Texas,
75098) at 2:00 p.m., June 9th. Representatives of the Owner and Consulting Engineer will be present to
discuss the project. Bidders are strongly encouraged to attend.
By/s/ ERIC HOGUE
Eric Hogue, Mayor
A-1
SECTION B
INSTRUCTION TO BIDDERS
SECTION B
INSTRUCTION TO BIDDERS
Sealed bids addressed to the Honorable Mayor and City Council of Wylie,Texas(Owner)will be received at the office
of the Purchasing Agent of the City of Wylie, City Hall, 300 Country Club Road, Wylie,Texas 75098, until 2:00 p.m.,
June 17th,2011,and then publicly opened and read aloud immediately thereafter,for furnishing all labor,tools,material
and equipment, and for performing all work necessary for;
BROWN STREET RECONSTRUCTION
State Highway 78 to Stone Road
There will be a pre bid meeting at 2:00pm CST,Friday,June 9,2011 at the City of Wylie's City Hall(300 Country
Club, Wylie,Texas, 75098). Representatives of the Owner and Consulting Engineer will be present to discuss the
project. Bidders are strongly encouraged to attend.
All bids must be made on the blank form of proposal.
Each bid must be accompanied by a certified check or bidder's bond payable to the Owner for five percent(5%)of
the total amount of the bid. As soon as the bid prices have been compared,the Owner will return the check or bond
of all except the three lowest responsible bidders. When the contract is awarded,the checks or bonds of the two
remaining unsuccessful bidders will be returned.The check or bond of the successful bidder will be retained until the
contract and surety bond have been executed and approved, after which it will be returned.
A performance and payment bond in the amount of 100 percent (100%) of the contract price with a corporate
surety approved by the Owner and Engineer, will be required for the faithful performance of the contract, and the
bidder shall state in the proposal the name and address of the surety or sureties who will sign this bond in case the
contract is awarded to him.
The party to whom the contract is awarded will be required forthwith to execute the contract and a performance and
payment bond within fifteen (15)calendar days from the date when the written notice of the award of the contract
is mailed to the bidder at the address given by him. In case of failure to do so, the Owner may, at his option,
consider that the bidder has abandoned the contract, in which case the certified check or bidder's bond
accompanying the proposal shall become the property of the Owner.
The Owner reserves the right to reject any and all bids, but if awarded,the Contract will be awarded to the lowest
responsive, responsible bidder. Contractor's proposals shall hold firm for sixty (60) days to allow the Owner to
complete its financing arrangements. Mutually agreed upon extensions of time may be made if necessary.
Before the award of the contract, any bidder may be required to furnish evidence satisfactory to the Owner and to
the Engineer of the necessary facilities, ability, and pecuniary resources to fulfill the conditions of the said contract.
Prior to signing the contract, the Contractor will be asked to submit on a form acceptable to the Owner and
Engineer,an overall construction schedule for the project. This construction schedule shall start with the proposed
date of receipt of notice to proceed, and the completion date shall be the date specified in the contract.
Bidders must satisfy themselves by personal examination of the location of the proposed work, by examination of
the Plans and Specifications and requirements of the work and the accuracy of the estimate of the quantities of the
work to be done and shall not at any time after the submission of a bid dispute or complain of such estimate nor
assert that there was any misunderstanding in regard to the nature or amount of work to be done.
B-1
The Construction Contract and the Detailed Specifications contain the provisions required for the construction of the
project. No information obtained from any officer,agent,or employee of the Owner or any such matters shall in any
way effect the risk or obligation assumed by the Contractor or relieve him from fulfilling any of the conditions of the
contract.
Proposals which are incomplete, unbalanced, conditional or obscure, or which contain additions not called for,
erasures,alterations or irregularities of any kind or which do not comply with the Notice and Instructions to Bidders
may be rejected at the option of the Owner.
A bidder may withdraw any proposal he has submitted at any time prior to the hour set for the closing of the bids
provided the request for withdrawal is signed in a manner identical with the proposal being withdrawn. No
withdrawal or modification will be permitted after the hour designated for closing the bids.
The Contractor shall acknowledge the receipt of any addenda on the proposal form and the addenda shall become a
part of the Contract Documents.
Computation of quantities that will be the basis for payment estimates, both monthly and final,will be approved by
the Engineer.
The Word "Owner" means the City of Wylie,Texas. The Owner will be responsible for payment in accordance with
the terms of the Contract.
The Word "Contractor" means the person, firm or corporation to whom the award is made. Subcontracts as such
will not be recognized.
The Word "Engineer" refers to RLK Engineering, Inc, 6175 Main Street, Suite 395, Frisco,Texas 75034,
designated by the Owner as its engineering representative during the course of construction to make appropriate
inspections and computations of payments.
B-2
BROWN STREET RECONSTRUCTION
State Highway 78 to Stone Road
PROPOSAL
DATE:
SUBMITTED BY:
(Name of Bidder)
(Street)
(City, State, ZIP)
Gentlemen:
Undersigned, having carefully examined the Plans, Project Manual, and Site of the proposed work,
and being familiar with all of the conditions surrounding the work, including availability of
materials and labor, hereby proposes to furnish to all necessary superintendence, labor, equipment,
and materials required to complete all the work in accordance with the Plans and Project Manual for
the construction of all items listed at the prices shown for each item on the following bid schedule.
Proposal must be submitted with a Bid Security in the amount of five percent(5%) of the maximum
amount bid, payable without recourse to the City of Wylie, Texas. Proposal may not be withdrawn
once the bid-opening process has begun.
The bid schedule attached lists the various divisions of construction contemplated in the Plans and
Project Manual. Bid prices shall be written in ink, distinctly and legibly, manually typed, or
electronically typed and printed on the bid schedule provided. The City of Wylie reserves the right
to adopt the most advantageous interpretation of the bids submitted in the case of ambiguity or lack
of clearness in stating proposal prices, to reject any or all bids, and/or waive formalities.
All the various phases of work enumerated in the detailed specifications with their individual jobs
and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are
to be performed by the Contractor under one of the items listed in the bid schedule, irrespective of
whether it is named in said list.
Receipt is hereby acknowledged of the following addenda to the Contract Documents:
Addendum No. 1 dated Received
Addendum No. 2 dated Received
Addendum No. 3 dated Received
Bidder agrees to perform all of the work listed in the proposal and, as described in the specifications
and shown on the plans, for the following prices for each item:
P-1
BROWN STREET RECONSTRUCTION
State Highway 78 to Stone Road
Earthwork&Paving
I Project Cost per I
Item# Item Description Quantity Unit Unit Total Item Cost
P1 Preparation of Right of Way 109 STA
P2 Unclassified Roadway Excavation 32554 CY
P3 Embankment(Density Control) 17207 CY
P4 Sawcut, Remove, Dispose Concrete Paving 7843 SY
P5 Lime Treated Subgrade(7") 76439 SY
P6 Lime(Est. 48#/SY) 1835 TON
P7 2"Ty"C" HMAC(Surface) 711 SY
P8 4"Ty„B„ HMAC(Base) 782 SY
P9 Reinforced Concrete Paving(8") 70858 SY
P10 Concrete Curb(6" Monolithic) 38499 LF
P11 Concrete Street Header 589 LF
P12 Reinforced Concrete Sidewalk(4") 8199 SY
P13 Reinf Concrete Sidewalk(w/Int. Var Ht Ret.Wall) 595 SY
P14 Reinf Concrete Sidewalk(w/Int. Var Ht Curb) 257 SY
P15 Variable Height Retaining Wall 258 LF
P16 Pedestrian Handrail (PRD-06)(Type"E") 258 LF
P17 Barrier Free Ramp 57 EA
P18 Monolithic Median Nose 20 EA
P19 Landscape Maintenance Ramp 25 EA
P20 Median Nose Pavers 1157 SY
P21 Street Pavers 446 SY
P22 Relocate Existing Commercial Sign 2 EA
P23 Relocate Existing Mailbox(Temp Work Zone) 33 EA
P24 Furnish&Install New Standard Mailbox Unit 24 EA
P25 Furnish&Install New Brick Mailbox Unit 9 EA
P26 Adjust Existing NTMWD Blow Off 4 EA
P27 Adjust Existing NTMWD Valve 7 EA
P28 Adjust Existing NTMWD Manhole 3 EA
P29 Adjust Existing Water Valves 38 EA
P30 Relocate Existing Water Meter 25 EA
P31 Relocate Existing Fire Hydrant 7 EA
P32 Adjust Existing Sanitary Sewer Manholes 8 EA
Total Earthwork&Paving Bid Amount $
P-2
o11A1' ,�", ►'
m r�,/r 7m—r nr-r ~
BROWN STREET RECONSTRUCTION
State Highway 78 to Stone Road
Storm Drainage
I Project I Cost per
Item it Item Description Quantity Unit J Unit Total Item Cost
D1 Remove&Dispose Existing Drainage Pipe/Headwalls 1 LS
D2 Remove& Dispose Existing Drainage Inlets 4 EA
D3 12"HOPE Pipe 370 LF
D4 12"RCP 83 LF
D5 18"RCP 1067 LF
D'6 21"RCP 2748 LF
D7 24'RCP 759 LF
D8 30"RCP 411 LF
D9 36"RCP 1715 LF
D10 42"RCP 562 LF
D11 48"RCP 548 LF
D12 54'RCP 40 LF
D13 60 RCP 376 LF
D14 4'x2" ROB 272 LF
D15 5'x4" ROB 168 LF
D16 10x5'RCB 336 LF
D17 2 7'x5' ROB 369 LF
D18 110'x6 SBC 13 LF
D19 10 x8"SBC 72 LF
D20 2-7'x5" MBC 32 LF
D21 3-10"x5' MBC 122 LF
D22 4-10'x8' MBC 85 LF
D23 Storm Manhole-Type A(3 x3") 4 EA
D24 Storm Manhole-Type B(5'x5) 7 EA
D25 Storm Manhole-Type B(6 x4") 2 EA
D26 Storm Manhole-Type B(6 x5') 1 EA
D27 Storm Manhole Type B(7'x7) 4 EA
D28 Storm Junction Box(4)(18') 1 EA
D29 Storm Junction Box(8)(14') 1 EA
D30 Storm Junction Box(9'x18') 1 EA
D31 15"x12"Inline Drain Basin 2 EA
D32 Single Grate Drop Inlet 3 EA
D33 Combination Inlet(4 Grate) 7 EA
D34 8' Recessed Curb inlet 7 EA
D35 10' Recessed Curb Inlet 18 EA
P-3
INV IN 1'
BROWN STREET RECONSTRUCTION
State Highway 78 to Stone Road
Storm Drainage
p I Project Cost per I
Item# Item Description Quantity Unit Unit Total Item Cost
D36 12' Recessed Curb Inlet 14 EA
D37 8'Standard Curb Inlet 2 EA
D38 10'Standard Curb Inlet 2 EA
D39 Curb Inlet(TxDOT Type C) 1 EA
D40 Curb Inlet Extension (TxDOT Type E) 2 EA
D41 3'Type Y Inlet 6 EA
D42 4'Type Y Inlet 2 EA
D43 5'Type Y Inlet 3 EA
D44 Safety End Treatment-PSET-RP(18" RCP)(6:1) 1 EA
D45 Headwall-CH-FW-0(12"RCP)(3:1) 1 EA
D46 Headwall-CH-FW-0(54"RCP)(3:1) 1 EA
D47 Wingwalls-PW(10'x6')(15°Skew)(3:1)(Hw=9.5') 1 EA
D48 Wingwalls-PW(10'x8')(15°Skew)(3:1)(Hw=11.5') 1 EA
D49 Wingwalls-PW(2-7'x5')(0° Skew)(3:1)(Hw=8.0') 1 EA
D50 Wingwalls-PW(2-7'x5')(15°Skew)(3:1)(Hw=8.5') 1 EA
D51 Wingwalls-PW(3-10'x5')(30°Skew)(2:1)(Hw=10.0') 1 EA
D52 Wingwalls-PW(3-10'x5')(30°Skew)(3:1)(Hw=10.5') 1 EA
D53 Wingwalls-PW(4-10'x8')(15°Skew)(3:1)(Hw=11.5') 2 EA
D54 Rail Anchorage Curb 222 LF
D55 Traffic Railing for Culvert 722 LF
D56 Pedestrian Railing for Culvert 722 LF
D57 Pilaster(Culvert Ends) 16 EA
D58 Stone Riprap(TxDOT Common Grouted) 2000 SY
D59 Gabion Mattress(18")(PVC Coated) 180 SY
D60 Gabion Basket(3'x3')(PVC Coated) 22 LF
D61 Trench Excavation Protection for Storm Sewer 10148 LF
Total Storm Drainage Bid Amount
P-4
OPffitillinnur
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BROWN STREET RECONSTRUCTION
State Highway 78 to Stone Road
Traffic Control
Project Cost per
Item# Item Description Quantity Unit Unit Total Item Cost
T1 Sign &Sign Post Assembly 25 EA
T2 Sign &Sign Post Assembly w/Street Name Blades 20 EA
T3 Remove Exist Sign&Post Assembly 1 LS
T4 Remove Existing Guardrail/Barricades 1 LS
T5 Relf Pay. Marker(CI B, Ty II-A-A) 10 EA
T6 Relf Pay. Marker(CI B, Ty II-C-R) 600 EA
T7 Fire Hydrant Marker 10 EA
T8 Refl. Pavement Marking(4")(White)(Broken)(Type I) 20430 LF
T9 Refl. Pavement Marking(4")(White)(Dashed)(Type I) 205 LF
T10 Refl. Pavement Marking(4")(Yellow)(Solid)(Type I) 330 LF
T11 Refl. Pavement Marking(8")(White)(Solid)(Type I) 1254 LF
T12 Refl. Pavement Marking(12")(White)(Solid)(Type I) 3267 LF
T13 Refl. Pavement Marking(18")(White)(Solid)(Type I) 418 LF
T14 Refl. Pavement Marking(24")(White)(Solid)(Type I) 145 LF
T15 Reflectorized Pavement Marker(Only)(Type I) 2 EA
T16 Reflectorized Pavement Marker(Arrow)(Type I) 2 EA
T17 Reflectorized Pavement Marker(Arrow/Thru)(Type I) 6 EA
T18 Metal Beam Guard Fence(MBGF-09) 325 LF
T19 Metal Beam Guard Fence Transition (MBGF(TL2)-09) 16 EA
T20 Single Guardrail Terminal (SGT(7)-09) 9 EA
T21 Terminal Anchor Section 8 EA
T22 Work Zone Traffic Control 1 LS
T23 Traffic Signal Modifications 1 LS
T24 PVC Sch.40 Conduit(4")(Future Illumination Sleeve) 3125 LF
T25 PVC Sch.40 Conduit(6")(Future Irrigation Sleeve) 3175 LF
T26 Type"A'Ground Box(Future Illumination) 52 EA
T27 Irrigation Valve Box(Rainbird VB-STD or Equiv) 53 EA
Total Traffic Control Bid Amount
P-5
o11A1' ,�", ►'
BROWN STREET RECONSTRUCTION
State Highway 78 to Stone Road
Water Line
Project Cost per
Item# Item Description Quantity Unit Unit Total Item Cost
Furnish& Install 24"Water Line by Open Cut with Type B+
W1 Embedment 1960 LF
Furnish& Install 24"Water Line by Open Cut with 36"Steel
W2 Encasement Pipe(3/8"Thick) 931 LF
Furnish& Install 24"Water Line by Boring with 36"Steel
W3 Encasement Pipe(3/8"Thick) 60 LF
Furnish& Install 24"Water Line by Open Cut with Concrete
W4 Encasement 10 LF
Furnish& Install 12"Water Line by Open Cut with Type B+
W5 Embedment 528 LF
Furnish& Install 12"Water Line by Open Cut with 20"Steel
W6 Encasement Pipe(1/4"Thick) 70 LF
Furnish& Install 12"Water Line by Boring with 20"Steel
W7 Encasement Pipe(1/4"Thick) 20 LF
Furnish& Install 12"Water Line by Open Cut with Concrete
W8 Encasement 10 LF
Furnish& Install 8"Water Line by Open Cut with Type B+
W9 Embedment 1360 LF
Furnish& Install 6"Water Line by Open Cut with Type B+
W10 Embedment 63 LF
W11 Furnish& Install 24"Gate Valve with Extended Operator 3 EA
W12 Furnish& Install 12"Gate Valve with Extended Operator 2 EA
W13 Furnish& Install 8"Gate Valve with Extended Operator 7 EA
W14 Furnish& Install 6"Gate Valve with Extended Operator 6 EA
Transfer Water Service Including 1"Tap on Main,Corp.&
W15 Copper Tubing 15 EA
W16 Furnish& Install New 3/4"Meter 15 EA
Construct 3"Combination Air Release Valve with 4' Diameter
W17 Manhole 2 EA
W18 Furnish& Install All Miscellaneous Fittings 1 LS
W19 Construct 6"Blow Off Valve with 4'Diameter Manhole 3 EA
W20 Connect to Existing Water Line 3 EA
W21 Furnish& Install Standard Fire Hydrant Assembly 6 EA
W22 Support Existing Utility Across Trench 9 EA
W23 Remove& Dispose of Existing 2"Water Line 1 LS
W24 Design Trench Safety Plan&Provide Trench Safety Systems 4949 LF
Total Water Line Bid Amount $
P-6
BROWN STREET RECONSTRUCTION
State Highway 78 to Stone Road
Erosion Control&Landscaping
Project Cost per
Item# Item Description Quantity Unit Unit Total Item Cost
L1 Silt Fence(Install/Maintain/Remove) 5485 LF
L2 Inlet Protection 68 EA
L3 Filter Dam 185 LF
L4 Construction Exit 4 EA
L5 Topsoil (4" Depth) 3625 CY
L6 Block Sod(Bermuda)(Common) 32615 SY
L7 Project Mowing&Landscape Maintenance 16 MO
L8 Storm Water Pollution Prevention Plan 1 LS
Total Erosion Control&Landscaping
Incidental Construction
I Project Cost per I
Item# Item Description Quantity Unit Unit Total Item Cost
IC1 6'Cedar Fence 2400 LF
IC2 6'Chain Link Fence 1100 LF
IC3 TxDOT Type"C' Fence 1200 LF
IC4 Lower Existing 8"Water Line 10 EA
IC5 Lower Existing 12"Water Line 5 EA
IC6 Concrete Cap for NTMWD Water Line 250 LF
IC7 Project Contingency 1 LS $ 175,000.00 $ 175,000.00
Total Incidental Construction Bid Amount
Total Base Bid Construction Amount
P-7
OPffitillinnur
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BROWN STREET RECONSTRUCTION
State Highway 78 to Stone Road
Illumination Alternate Bid
Project Cost per
Item# item Description J Quantity Unit Unit Total Item Cost
IL1 PVC Sch.40 Conduit(2 )(11iumination Conduit) 12252 LF
IL2 Illumination Foundlation(Without Apron)(8 Depth) 72 EA
IL3 Illumination Pole Assembly(Single Arm) 16 EA
IL4 Illumination Pole Assembly(Dual Arm) 56 EA
IL5 Electrical Service 1 EA
IL6 Electrical Conductor(No 4 Bare) 12322 LF
IL7 Electrical Conductor(No.2 Insulated) 36966 LF
11L8 Type"A"Groundbox(Illumination) 10 EA
fL9 PVC Seh,40 Conduit(4")(Deduct Base Item T24) -3125 LF
ILI° Type'K Groundbox(Deduct Base Item T26) -52 EA
Total Illumination Alternate Bid Amount
Irrigation System(Alternate Bid)
Project Cost per
Item# item Description Quantity Unit Unit Total Item Cost
r
PRI Irrigation System 1 LS
IR2 PVC Sch 40 Conduit(6")(Deduct Base Item T25) -3175 LF
IR3 irrigation Valve Box(Deduct Base Item T27) -53 EA
Total Irrigation Alternate Bid Amount
certifies that the Bid Item Number, Specification Item,
Name of Pay Item, Estimated Quantity, Unit, Unit Price Bid, and Amount Bid shown on this electronic bid form for all of
the bid items contained in this Bid Form are consistent with the Bid Form provided herein, and that its bid will be
tabulated using these Unit Prices and no other information from this electronic bid form. The Company further
acknowledges and agrees the Total Bid Amount shown will be read as its Total Bid and further agrees that the official
Total Bid Amount will be determined by multiplying the Unit Prices shown in the electronic bid form by the respective
estimated quantities shown in the Bid Form and then totaling all of the extended amounts.
P.O
11111111111116 MI MAI
BROWN STREET RECONSTRUCTION
State Highway 78 to Stone Road
Bid Item Descriptions
COMPLETE BID ITEM DESCRIPTIONS
BID ITEM DESCRIPTION UNIT
Note: All items shall include full compensation for all labor, superintendence, materials, equipment, and all appurtenances
necessary to complete the work. All work necessary to complete the project shall be included in one of the following bid
items. All references to TxDOT Specifications are for the 2004 Standard Specifications for Construction of Highways, Streets
and Bridges. The latest edition of the North Central Texas Council of Governments Standard Specifications and Details for
Public Works Construction shall apply where no other specification or detail is shown in the plans or specifications.
P1 Preparation of Right-of-Way including removal of all existing structures, trees STA
(except those marked to remain), culverts, headwalls, etc. as described in the
specifications, including technical specification Section PR- "Preparing Right of
Way".
P2 Unclassified Roadway Excavation as shown in the plans and specifications, CY
including Section E "Excavation". This is a"Plans Quantity" Item and the quantity
shown in the proposal shall be the amount for payment. No addition or deduction to
the quantity shown will be made except as required by a design change. Removal of
Existing Asphalt Paving&Base Material is included in this item.
P3 Embankment (Density Control) as shown in the plans and specifications, including CY
Section EB "Embankment". This is a"Plans Quantity" Item and the quantity shown
in the proposal shall be the amount for payment. No addition or deduction to the
quantity shown will be made except as required by a design change.
P4 Sawcut,Remove & Dispose Concrete Paving—including saw-cutting, removal, and SY
proper disposal of existing concrete pavement as shown in the plans and
specifications,including Section RC"Removing Concrete"
P5 Lime Treated Subgrade (7") -Lime treatment of the subgrade to a minimum depth SY
of 8" including mixing, compaction and finishing as shown in the plans and
specifications,including Section LT"Lime Treatment".
P6 Lime (Est. 48#/SY)- Furnish Type B Commercial Lime Slurry for use in lime TON
treatment of the subgrade as shown in the plans and specifications, including
specification Section LT-"Lime Treatment". The quantity shown is the estimated rate
of application-actual payment per lime series.
P7 2"Type"C"HMAC(Surface) -Furnish all labor,materials and equipment required SY
to install 2"Type"C"HMAC surface course per TxDOT Standard Specification Item
340 including aggregate,asphalt,tack coat,PG-70-22 binders,placing and compacting
and all other incidentals,complete in place for use by the Owner.
P8 4"Type`B"HMAC(Base) -Furnish all labor,materials and equipment required to SY
install 4"Type`B"HMAC surface course per TxDOT Standard Specification Item
340 including aggregate,asphalt,prime coat,PG-64-22 binders,placing and
compacting and all other incidentals,complete in place for use by the Owner.
P9 Reinforced Concrete Paving (8") —3500 PSI Compressive including concrete, SY
reinforcement, joints, sawcuts, sealants, headers for street pavers where required,
placing and finishing and all other incidentals as shown in the plans and specifications.
P-9
BROWN STREET RECONSTRUCTION
State Highway 78 to Stone Road
Bid Item Descriptions
BID ITEM DESCRIPTION UNIT
P10 Concrete Curb (6" Monolithic) including concrete, reinforcement, joints, sawcuts, LF
placing, finishing, and all other incidentals as shown in the plans and specifications,
including Section CG-"Concrete Curb, Gutter,and Combined Curb&Gutter".
P 11 Concrete Street Header—including Concrete,reinforcement,placing,finishing,and LF
all other incidentals shown in the plans and specifications
P12 Reinforced Concrete Sidewalk(4") -including subgrade preparation, cushion sand, SY
concrete, reinforcement,joints, sawcuts, sealants, placing and finishing and all other
incidentals as shown in the plans and specifications.
P13 Reinforced Concrete Sidewalk with Integral Variable Height Retaining Wall - SY
including subgrade preparation, cushion sand,concrete,reinforcement,joints, sawcuts,
sealants, form liners & staining where called for, backfill, weepholes, placing and
finishing and all other incidentals as shown in the plans and specifications.
P14 Reinforced Concrete Sidewalk with Integral Variable Height Curb - including SY
subgrade preparation, cushion sand, concrete, reinforcement,joints, sawcuts, sealants,
backfill, placing and finishing and all other incidentals as shown in the plans and
specifications.
P15 Variable Height Retaining Wall - including subgrade preparation, cushion sand, LF
concrete, reinforcement,joints, sawcuts, sealants, form liners & staining where called
for,backfill,weepholes,placing and finishing and all other incidentals as shown in the
plans and specifications.
Pedestrian Railing (PRD-06)(Type E), including all materials, connections,
P16 anchorage, nuts,bolts,washers and rails and all other incidentals,complete in place as LF
shown in the plans and specifications.
P17 Barrier Free Ramps, including subgrade preparation, concrete, reinforcement, brick EA
pavers, bedding sand, and all other incidentals to complete the work as shown in the
plans and specifications and in accordance with latest TDLR and ADA requirements.
Ramps shall be per TxDOT Standard PED-05. Ramp type shall be per applicable field
condition.
P18 Monolithic Median Nose, including subgrade preparation, concrete, reinforcement, EA
joints, sawcuts, and all other incidentals to complete the work as shown in the plans
and specifications.
P19 Landscape Maintenance Ramps, including subgrade preparation, concrete, EA
reinforcement,joints, sawcuts,and all other incidentals to complete the work as shown
in the plans and specifications.
P20 Median Nose Pavers — including subgrade preparation, brick pavers, concrete, SY
reinforcement, bedding course, border curb and all other incidentals necessary to
complete the work as shown in the plans and specifications.
P21 Street Pavers — including brick pavers, geotextile, bedding and joint sand, finishing SY
and all other incidentals necessary to complete the work as shown in the plans and
specifications.
P-10
BROWN STREET RECONSTRUCTION
State Highway 78 to Stone Road
Bid Item Descriptions
BID ITEM DESCRIPTION UNIT
P22 Relocate Existing Commercial Sign,including foundation,concrete base,posts, EA
anchorage,nuts,bolts,washers, signs, electrical,illumination,and all other
incidentals,complete in place as shown in the plans and specifications to equal or
better condition. Contractor shall visit site and become familiar with existing
conditions.
P23 Relocate Existing Mailbox(Temp Work Zone),including all labor,equipment and EA
materials for temporary relocation of existing mailbox to accessible location within
USPS requirements. Existing brick or stone mailboxes shall be relocated temporarily
with temporary wood post mount. Contractor shall visit site and become familiar with
existing conditions.
P24 Furnish&Install New Standard Mailbox Unit,including all labor,equipment and EA
materials install of new mailbox to equal or better condition,within USPS
requirements,and in accordance with plans and specifications. Contractor shall visit
site and become familiar with existing conditions.
P25 Furnish&Install New Brick Mailbox Unit,including all labor,equipment and EA
materials install of new brick or stone mailbox to equal or better condition,within
USPS requirements,and in accordance with plans and specifications. Contractor
shall visit site and become familiar with existing conditions.
P26 Adjust Existing NTMWD Blowoff to proposed grade,including excavation and EA
backfill;removal,installation,or extension of blow off line and fittings;adjustment or
replacement of valve box and lid; extension of stem,operating nut,and collar;
connection to existing storm sewer; and all other appurtenances,complete in place as
shown in the plans and specifications. All construction shall conform to NTMWD
requirements and TCEQ requirements.
P27 Adjust Existing NTMWD Valve to proposed grade,including excavation and EA
backfill;removal,installation,extension,adjustment or replacement of valve box and
lid;extension of stem,operating nut,and collar;and all other appurtenances,complete
in place as shown in the plans and specifications. All construction shall conform to
NTMWD requirements and TCEQ requirements.
P28 Adjust Existing NTMWD Manhole to proposed grade,including excavation and EA
backfill;removal,installation,extension, adjustment or replacement of valve box and
lid;extension of stem,operating nut,and collar;concrete,reinforcement,grade rings,
and covers,complete in place as shown in the plans and specifications. All
construction shall conform to NTMWD requirements and TCEQ requirements.
P29 Adjust Existing Water Valves to proposed grade,including excavation and backfill; EA
removal,installation,extension,adjustment or replacement of valve box and lid;
extension of stem,operating nut,and collar;complete in place as shown in the plans
and specifications. All construction shall conform to City of Wylie,East Fork SUD,
and TCEQ requirements.
P30 Relocate Existing Water Meter outside proposed sidewalk or paving and within EA
ROW,including excavation and backfill,removal and installation of meter,extension
of service line,meter box,and all other appurtenances,complete in place as shown in
the plans and specifications. All construction shall conform to City of Wylie,East
Fork SUD,and TCEQ requirements.
P31 Relocate Existing Fire Hydrant outside of proposed sidewalk or paving and within EA
ROW,including excavation and backfill,removal and installation of fire hydrant unit,
lead line extension,fittings,concrete pad and all other appurtenances,complete in
place as shown in the plans and specifications. All construction shall conform to City
of Wylie,East Fork SUD,and TCEQ requirements.
P-11
BROWN STREET RECONSTRUCTION
State Highway 78 to Stone Road
Bid Item Descriptions
BID ITEM DESCRIPTION UNIT
P32 Adjust Existing Sanitary Sewer Manholes to proposed grade,including excavation, EA
removal,concrete,backfill and all appurtenances,complete in place as shown in the
plans and specifications. All construction shall conform to City of Wylie and TCEQ
requirements.
D1 Remove&Dispose Existing Drainage Pipe/Headwalls outside of proposed LS
sidewalk or paving and within ROW,including excavation and backfill,removal and
installation of fire hydrant unit,lead line extension,fittings,concrete pad and all other
appurtenances,complete in place as shown in the plans and specifications. All
construction shall conform to City of Wylie,East Fork SUD,and TCEQ requirements.
D2 Remove&Dispose Existing Drainage Inlets including complete removal and proper LS
disposal of existing drainage inlet as shown for removal in the plans and
specifications.
D3 12" HDPE Pipe storm sewer, including excavation, backfill, embedment, fittings, LF
collars, connections to existing and/or proposed inlets, manholes, junction boxes,
culverts, and other drainage structures, and all other incidentals, complete in place as
shown in the plans and specifications.
D4 12" RCP storm sewer, including excavation, backfill, Class B embedment, joint LF
material, collars, connections to existing and/or proposed inlets, manholes, junction
boxes, culverts, and other drainage structures, and all other incidentals, complete in
place as shown in the plans and specifications.
D5 18" RCP storm sewer, including excavation, backfill, Class B embedment, joint LF
material, collars, connections to existing and/or proposed inlets, manholes, junction
boxes, culverts, and other drainage structures, and all other incidentals, complete in
place as shown in the plans and specifications.
D6 21" RCP storm sewer, including excavation, backfill, Class B embedment, joint LF
material, collars, connections to existing and/or proposed inlets, manholes, junction
boxes, culverts, and other drainage structures, and all other incidentals, complete in
place as shown in the plans and specifications.
D7 24" RCP storm sewer,including excavation,backfill, Class B embedment,joint LF
material,collars,connections to existing and/or proposed inlets,manholes,junction
boxes,culverts,and other drainage structures,and all other incidentals,complete in
place as shown in the plans and specifications.
D8 30" RCP storm sewer,including excavation,backfill, Class B embedment,joint LF
material,collars,connections to existing and/or proposed inlets,manholes,junction
boxes,culverts,and other drainage structures,and all other incidentals,complete in
place as shown in the plans and specifications.
D9 36" RCP storm sewer,including excavation,backfill, Class B embedment,joint LF
material,collars,connections to existing and/or proposed inlets,manholes,junction
boxes,culverts,connections to existing and/or proposed inlets,manholes,junction
boxes,culverts,and other drainage structures,and other drainage structures,and all
other incidentals,complete in place as shown in the plans and specifications.
D10 42" RCP storm sewer,including excavation,backfill, Class B embedment,joint LF
material,collars,connections to existing and/or proposed inlets,manholes,junction
boxes,culverts,and other drainage structures,and all other incidentals,complete in
place as shown in the plans and specifications.
P-12
BROWN STREET RECONSTRUCTION
State Highway 78 to Stone Road
Bid Item Descriptions
BID ITEM DESCRIPTION UNIT
D11 48" RCP storm sewer,including excavation,backfill, Class B embedment,joint LF
material,collars,connections to existing and/or proposed inlets,manholes,junction
boxes,culverts,and other drainage structures,and all other incidentals,complete in
place as shown in the plans and specifications.
D12 54" RCP storm sewer,including excavation,backfill, Class B embedment,joint LF
material,collars,connections to existing and/or proposed inlets,manholes,junction
boxes,culverts,and other drainage structures,and all other incidentals,complete in
place as shown in the plans and specifications.
60" RCP storm sewer,including excavation,backfill, Class B embedment,joint
D13 material,collars,connections to existing and/or proposed inlets,manholes,junction LF
boxes,culverts,and other drainage structures,and all other incidentals,complete in
place as shown in the plans and specifications.
D 14 4'x2' RCB storm sewer,precast or poured in place,including concrete,reinforcement, LF
connections to proposed and existing storm sewer system,excavation,backfill, Class
B embedment,joint material,collars and all other incidentals,complete in place as
shown in the plans and specifications.
D15 5'x4' RCB storm sewer,precast or poured in place,including concrete,reinforcement, LF
connections to proposed and existing storm sewer system,excavation,backfill, Class
B embedment,joint material,collars and all other incidentals,complete in place as
shown in the plans and specifications.
D16 10'xS'RCB storm sewer,precast or poured in place,including concrete, LF
reinforcement,connections to proposed and existing storm sewer system,excavation,
backfill, Class B embedment,joint material,collars and all other incidentals,complete
in place as shown in the plans and specifications.
D17 2-7'xS'RCB storm sewer,precast or poured in place,including concrete, LF
reinforcement,connections to proposed and existing storm sewer system,excavation,
backfill, Class B embedment,joint material,collars and all other incidentals,complete
in place as shown in the plans and specifications.
D18 10'x6' SBC storm culvert,precast or poured in place,including concrete, LF
reinforcement,connections to proposed and existing storm sewer system,excavation,
backfill, Class B embedment,joint material,collars and all other incidentals,complete
in place as shown in the plans and specifications.
D19 10'x8' SBC storm culvert,precast or poured in place,including concrete, LF
reinforcement,connections to proposed and existing storm sewer system,excavation,
backfill, Class B embedment,joint material,collars and all other incidentals,complete
in place as shown in the plans and specifications.
D20 2-7'xS'MBC storm culvert,precast or poured in place,including concrete, LF
reinforcement,connections to proposed and existing storm sewer system,excavation,
backfill, Class B embedment,joint material,collars and all other incidentals,complete
in place as shown in the plans and specifications.
D21 3-10'xS'MBC storm culvert,precast or poured in place,including concrete, LF
reinforcement,connections to proposed and existing storm sewer system,excavation,
backfill, Class B embedment,joint material,collars and all other incidentals,complete
in place as shown in the plans and specifications.
P-1 3
BROWN STREET RECONSTRUCTION
State Highway 78 to Stone Road
Bid Item Descriptions
BID ITEM DESCRIPTION UNIT
D22 4-10'x8'MBC storm culvert,precast or poured in place,including concrete, LF
reinforcement,connections to proposed and existing storm sewer system,excavation,
backfill, Class B embedment,joint material,collars and all other incidentals,complete
in place as shown in the plans and specifications.
D23 Storm Manhole— Type A (3'x3')in conformance with City of Wylie Standards and
any plan modifications, including concrete, reinforcement, connections to proposed EA
and existing storm sewer system, excavation and backfill, manhole access, lid, steps,
and all other incidentals,complete in place as shown in the plans and specifications.
D24 Storm Manhole— Type B (5'x5')in conformance with City of Wylie Standards and
any plan modifications, including concrete, reinforcement, connections to proposed EA
and existing storm sewer system, excavation and backfill, manhole access, lid, steps,
and all other incidentals,complete in place as shown in the plans and specifications.
D25 Storm Manhole— Type B (6'x4')in conformance with City of Wylie Standards and
any plan modifications, including concrete, reinforcement, connections to proposed EA
and existing storm sewer system, excavation and backfill, manhole access, lid, steps,
and all other incidentals,complete in place as shown in the plans and specifications.
D26 Storm Manhole— Type B (6'x5')in conformance with City of Wylie Standards and
any plan modifications, including concrete, reinforcement, connections to proposed EA
and existing storm sewer system, excavation and backfill, manhole access, lid, steps,
and all other incidentals,complete in place as shown in the plans and specifications.
D27 Storm Manhole— Type B (7'x7')in conformance with City of Wylie Standards and
any plan modifications, including concrete, reinforcement, connections to proposed EA
and existing storm sewer system, excavation and backfill, manhole access, lid, steps,
and all other incidentals,complete in place as shown in the plans and specifications.
D28 Storm Junction Box (4'X18') including concrete, reinforcement, connections to
proposed and existing storm sewer system, excavation and backfill, manhole access, EA
lid, steps, and all other incidentals, complete in place as shown in the plans and
specifications.
D29 Storm Junction Box (8'X14') including concrete, reinforcement, connections to
proposed and existing storm sewer system, excavation and backfill, manhole access, EA
lid, steps, and all other incidentals, complete in place as shown in the plans and
specifications.
D30 Storm Junction Box (9'X18') including concrete, reinforcement, connections to
proposed and existing storm sewer system, excavation and backfill, manhole access, EA
lid, steps, and all other incidentals, complete in place as shown in the plans and
specifications.
15"x12" Inline Drain Basin, including all materials, connections, excavation,
D31 backfill, and all other incidentals to complete in place as shown in the plans and EA
specifications.
D32 Single Grate Drop Inlet, precast or poured in place, including concrete, EA
reinforcement, connections, excavation and backfill, curb and gutter, and all other
incidentals to complete in place as shown in the plans and specifications.
D33 Combination Inlet (4 Grate), precast or poured in place, including concrete, EA
reinforcement, connections, excavation and backfill, curb and gutter, and all other
incidentals to complete in place as shown in the plans and specifications.
P-14
BROWN STREET RECONSTRUCTION
State Highway 78 to Stone Road
Bid Item Descriptions
BID ITEM DESCRIPTION UNIT
8'Recessed Curb Inlet,precast or poured in place,including concrete,reinforcement,
D34 connections, excavation and backfill, curb and gutter, and all other incidentals to EA
complete in place as shown in the plans and specifications.
D35 10' Recessed Curb Inlet, precast or poured in place, including concrete, EA
reinforcement, connections, excavation and backfill, curb and gutter, and all other
incidentals to complete in place as shown in the plans and specifications.
D36 12' Recessed Curb Inlet, precast or poured in place, including concrete, EA
reinforcement, connections, excavation and backfill, curb and gutter, and all other
incidentals to complete in place as shown in the plans and specifications.
D37 8' Standard Curb Inlet, precast or poured in place, including concrete, EA
reinforcement, connections, excavation and backfill, curb and gutter, and all other
incidentals to complete in place as shown in the plans and specifications.
D38 10' Standard Curb Inlet, precast or poured in place, including concrete, EA
reinforcement, connections, excavation and backfill, curb and gutter, and all other
incidentals to complete in place as shown in the plans and specifications.
D39 Curb Inlet(TxDOT Type C),in conformance with TxDOT Standard IL-C,including EA
concrete,reinforcement, connections, excavation and backfill, concrete aprons, and all
other incidentals to complete in place as shown in the plans and specifications.
D40 Curb Inlet(TxDOT Type E), in conformance with TxDOT Standard IL-C, including EA
concrete,reinforcement, connections, excavation and backfill, concrete aprons, and all
other incidentals to complete in place as shown in the plans and specifications.
D41 3' Type Y Inlet, precast or poured in place, including concrete, reinforcement EA
connections, excavation and backfill, concrete aprons, finishing, and all other
incidentals to complete in place as shown in the plans and specifications.
D42 4' Type Y Inlet, precast or poured in place, including concrete, reinforcement EA
connections, excavation and backfill, concrete aprons, finishing, and all other
incidentals to complete in place as shown in the plans and specifications.
D43 3' Type Y Inlet, precast or poured in place, including concrete, reinforcement EA
connections, excavation and backfill, concrete aprons, finishing, and all other
incidentals to complete in place as shown in the plans and specifications.
D44 Safety End Treatment(PSET-RP)(18")(6:1) in conformance with TxDOT Standard EA
PSET-RP and any plan modifications, including concrete, reinforcement, connections
to proposed and existing storm sewer system, excavation and backfill, form liners,
staining, finishing, and all other incidentals, complete in place as shown in the plans
and specifications
P-15
BROWN STREET RECONSTRUCTION
State Highway 78 to Stone Road
Bid Item Descriptions
BID ITEM DESCRIPTION UNIT
D45 Headwall CH-FW-O (12" RCP)(3:1) in conformance with TxDOT Standard CH- EA
FW-0 and any plan modifications, including concrete, reinforcement, connections to
proposed and existing storm sewer system, excavation and backfill, form liners,
staining, finishing, and all other incidentals, complete in place as shown in the plans
and specifications. (1 Unit Includes Left&Right Side Wings and Any Headwall Curb
Extensions)
D46 Headwall CH-FW-O (54" RCP)(3:1) in conformance with TxDOT Standard CH- EA
FW-0 and any plan modifications, including concrete, reinforcement, connections to
proposed and existing storm sewer system, excavation and backfill, form liners,
staining, finishing, and all other incidentals, complete in place as shown in the plans
and specifications. (1 Unit Includes Left&Right Side Wings and Any Headwall Curb
Extensions)
D47 Wingwalls PW(10'x6')(15 Skew)(3:1)(Hw=9.5') in conformance with TxDOT EA
Standard PW and any plan modifications, including concrete, reinforcement,
connections to proposed and existing storm sewer system, excavation and backfill,
form liners, staining,finishing,and all other incidentals, complete in place as shown in
the plans and specifications. (1 Unit Includes Left & Right Side Wings and Any
Headwall Curb Extensions)
D48 Wingwalls PW(10'x8')(15 Skew)(3:1)(Hw=11.5') in conformance with TxDOT EA
Standard PW and any plan modifications, including concrete, reinforcement,
connections to proposed and existing storm sewer system, excavation and backfill,
form liners, staining,finishing,and all other incidentals, complete in place as shown in
the plans and specifications. (1 Unit Includes Left & Right Side Wings and Any
Headwall Curb Extensions)
D49 Wingwalls PW(2-7'xS')(0 Skew)(3:1)(Hw=8.0') in conformance with TxDOT EA
Standard PW and any plan modifications, including concrete, reinforcement,
connections to proposed and existing storm sewer system, excavation and backfill,
form liners, staining,finishing,and all other incidentals, complete in place as shown in
the plans and specifications. (1 Unit Includes Left & Right Side Wings and Any
Headwall Curb Extensions)
D50 Wingwalls PW(2-7'x5')(30 Skew)(3:1)(Hw=8.5') in conformance with TxDOT EA
Standard PW and any plan modifications, including concrete, reinforcement,
connections to proposed and existing storm sewer system, excavation and backfill,
form liners, staining,finishing,and all other incidentals, complete in place as shown in
the plans and specifications. (1 Unit Includes Left & Right Side Wings and Any
Headwall Curb Extensions)
D51 Wingwalls PW(3-10'x5')(30 Skew)(2:1)(Hw=10.0') in conformance with TxDOT EA
Standard PW and any plan modifications, including concrete, reinforcement,
connections to proposed and existing storm sewer system, excavation and backfill,
form liners, staining,finishing,and all other incidentals, complete in place as shown in
the plans and specifications. (1 Unit Includes Left & Right Side Wings and Any
Headwall Curb Extensions)
P-16
BROWN STREET RECONSTRUCTION
State Highway 78 to Stone Road
Bid Item Descriptions
BID ITEM DESCRIPTION UNIT
D52 Wingwalls PW(3-10'x5')(30 Skew)(3:1)(Hw=10.5') in conformance with TxDOT EA
Standard PW and any plan modifications, including concrete, reinforcement,
connections to proposed and existing storm sewer system, excavation and backfill,
form liners, staining,finishing,and all other incidentals, complete in place as shown in
the plans and specifications. (1 Unit Includes Left & Right Side Wings and Any
Headwall Curb Extensions)
D53 Wingwalls PW(4-10'x8')(15 Skew)(3:1)(Hw=11.5') in conformance with TxDOT EA
Standard PW and any plan modifications, including concrete, reinforcement,
connections to proposed and existing storm sewer system, excavation and backfill,
form liners, staining,finishing,and all other incidentals, complete in place as shown in
the plans and specifications. (1 Unit Includes Left & Right Side Wings and Any
Headwall Curb Extensions)
D54 Rail Anchorage Curb in conformance with TxDOT Standard RAC modifications, LF
including concrete, reinforcement, connections, excavation and backfill, form liners if
shown,finishing,and all other incidentals,complete in place as shown in the plans and
specifications.
D55 Traffic Railing for Culvert including all materials,concrete,reinforcing,form liners, LF
staining, finishing, connections, anchorage, nuts,bolts,washers and rails and all other
incidentals,complete in place as shown in the plans and specifications.
D56 Pedestrian Railing for Culvert including all materials, connections, anchorage, nuts, LF
bolts, washers and rails and all other incidentals, complete in place as shown in the
plans and specifications.
D57 Pilaster (Culvert Ends) including all materials, concrete base, drill shaft footing, EA
concrete, reinforcement, mortar, connections,form liners, caps, finishing and all other
incidentals,complete in place as shown in the plans and specifications.
D58 Stone Riprap (TxDOT Common Grouted), in conformance with TxDOT SY
Specification Item 432, including all materials, excavation, concrete, reinforcement,
backfill, finishing and all other incidentals, complete in place as shown in the plans
and specifications.
D59 Gabion Mattress (18")(PVC Coated), Furnish all labor, materials and equipment SY
required to install 18" gabion mattress (PVC Coated) per manufacturers
recommendations, including excavation, stones, baskets, keyways, grading, placing,
finishing and all other incidentals, complete in place as shown in the plans and
specifications.
D60 Gabion Basket (3'x3')(PVC Coated), Furnish all labor, materials and equipment LF
required to install gabion baskets (PVC Coated)per manufacturers recommendations,
including excavation, stones, baskets, keyways, grading, placing, finishing and all
other incidentals,complete in place as shown in the plans and specifications.
P-17
BROWN STREET RECONSTRUCTION
State Highway 78 to Stone Road
Bid Item Descriptions
BID ITEM DESCRIPTION UNIT
Trench Excavation Protection for Storm Sewer - For furnishing all sheeting, LF
D61 shoring, piling, bracing, boxes, equipment, tools and any device including de-
watering, back sloping, and other operations as required for the safe construction of
storm sewer and culvert trenching in any trenches greater than five feet(5')in depth as
required to comply with the latest OSHA regulations and in accordance with the State
of Texas House Bill No. 1569.
Sign&Sign Post Assembly,including posts,anchorage,nut,bolts,washers, signs,
T 1 and all other incidentals,complete in place as shown in the plans and specifications. EA
Note: Posts with Multiple Signs are Considered One (1) Unit.
Sign&Sign Post Assembly w/Street Name Blades,including posts,anchorage,nut,
T2 bolts,washers, signs,and all other incidentals,complete in place as shown in the plans EA
and specifications. Note: Posts with Multiple Signs are Considered One (1) Unit.
Remove Existing Sign&Post Assemblies,including posts,anchorage,nut,bolts,
T3 washers, salvage of signs,and all other incidentals,complete in place as shown in the LS
plans and specifications. This item shall cover removal of all street signs within the
project limits unless shown otherwise in the plans.
Remove Existing Guardrails/Barricades,including posts,anchorage,nut,bolts,
T4 washers, salvage of railings,and all other incidentals,complete in place as shown in LS
the plans and specifications. This item shall cover removal of all guardrails and
barricades within the project limits unless shown otherwise in the plans.
Reflective Pavement Markers (Class B, Type II A-A), including surface EA
T5 preparation, adhesives, placing and finishing, complete in place as shown in the plans
and specifications,including Section PM"Raised Pavement Markers".
T6 Reflective Pavement Markers (Class B, Type II C-R), including surface EA
preparation, adhesives, placing and finishing, complete in place as shown in the plans
and specifications,including Section PM"Raised Pavement Markers".
T7 Fire Hydrant Marker,Blue, Stemsonite Model 88-SSA or approved equal,including EA
surface preparation, adhesives, placing and finishing, complete in place as shown in
the plans and specifications,including Section PM"Raised Pavement Markers".
T8 Reflectorized Pavement Marking (4")(White)(Broken)(Type I), in conformance LF
with TxDOT Specification 666 "Reflectorized Pavement Markings", including
materials, surface preparation,placing and finishing,complete in place as shown in the
plans and specifications. (Note:Broken Marking=10 LF Marking per 40 LF Pay Item)
T9 Reflectorized Pavement Marking (4")(White)(Dashed)(Type I), in conformance LF
with TxDOT Specification 666 "Reflectorized Pavement Markings", including
materials, surface preparation,placing and finishing,complete in place as shown in the
plans and specifications.
T10 Reflectorized Pavement Marking(4")(Yellow)(Solid)(Type I),in conformance with LF
TxDOT Specification 666 "Reflectorized Pavement Markings", including materials,
surface preparation,placing and finishing,complete in place as shown in the plans and
specifications.
P-18
BROWN STREET RECONSTRUCTION
State Highway 78 to Stone Road
Bid Item Descriptions
BID ITEM DESCRIPTION UNIT
T11 Reflectorized Pavement Marking(8")(White)(Solid)(Type I),in conformance with LF
TxDOT Specification 666 "Reflectorized Pavement Markings", including materials,
surface preparation,placing and finishing,complete in place as shown in the plans and
specifications.
T12 Reflectorized Pavement Marking (12")(White)(Solid)(Type I), in conformance LF
with TxDOT Specification 666 "Reflectorized Pavement Markings", including
materials, surface preparation,placing and finishing,complete in place as shown in the
plans and specifications.
T13 Reflectorized Pavement Marking (18")(White)(Solid)(Type I), in conformance LF
with TxDOT Specification 666 "Reflectorized Pavement Markings", including
materials, surface preparation,placing and finishing,complete in place as shown in the
plans and specifications.
T14 Reflectorized Pavement Marking (24")(White)(Solid)(Type I), in conformance LF
with TxDOT Specification 666 "Reflectorized Pavement Markings", including
materials, surface preparation,placing and finishing,complete in place as shown in the
plans and specifications.
T15 Reflectorized Pavement Marking (Only)(Type I), in conformance with TxDOT EA
Specification 666 "Reflectorized Pavement Markings", including materials, surface
preparation, placing and finishing, complete in place as shown in the plans and
specifications.
T16 Reflectorized Pavement Marking (Arrow)(Type I), in conformance with TxDOT EA
Specification 666 "Reflectorized Pavement Markings", including materials, surface
preparation, placing and finishing, complete in place as shown in the plans and
specifications.
T17 Reflectorized Pavement Marking (Arrow/Through)(Type I),in conformance with EA
TxDOT Specification 666 "Reflectorized Pavement Markings", including materials,
surface preparation,placing and finishing,complete in place as shown in the plans and
specifications.
T18 Metal Beam Guard Fence (MBGF-09) - in conformance with TxDOT Standard LF
MBGF-09 including posts, anchorage, nut, bolts, washers, rails, terminal connector
and all other incidentals, complete in place. (Includes end barricade with reflective
tape where called for per Wylie Details).
T19 Metal Beam Guard Fence Transition (MBGF(TL2)-09) - in conformance with LF
TxDOT Standard MBGF(TL2)-09 including posts, anchorage, nut, bolts, washers,
rails, terminal connector and all other incidentals, complete in place (end barricade
with reflective tape).
T20 Single Guardrail Terminal (SGT(7)-09) - in conformance with TxDOT Standard EA
SGT-(07)-09 (ET 2000 Plus / Wood Posts) including posts, anchorage, nut, bolts,
washers,rails and all other incidentals,complete in place.
P-19
BROWN STREET RECONSTRUCTION
State Highway 78 to Stone Road
Bid Item Descriptions
BID ITEM DESCRIPTION UNIT
T21 Terminal Anchor Section- in conformance with TxDOT Standard MBGF-09 EA
including posts, anchorage, nut, bolts, washers, rails and all other incidentals,
complete in place.
T22 Work Zone Traffic Control including installation, maintenance, and removal of all LS
barricades, signs, pavement markings, lights, flagmen, temporary detour excavation,
embankment, subgrade,treatments,paving,temporary drainage channels& structures,
and all other work and incidentals, as shown in the plans and specifications. All traffic
control shall conform to the Texas Manual on Uniform Traffic Control Devices(latest
Addition).
T23 Traffic Signal Modifications including all equipment, labor, materials, and other LS
incidentals necessary to complete work as shown in plans and specifications and in
accordance with applicable TxDOT Standards and Specifications.
PVC Schedule 40 Conduit (4")(Future Illumination Sleeve) — in accordance with
T24 TxDOT Specification Item 618, including trenching, backfill, all materials, and other LF
incidentals to complete in place as shown in the plans and specifications. (Item shall
be deducted for alternate illumination bid award)
PVC Schedule 40 Conduit (6")(Future Irrigation Sleeve) — in accordance with
T25 TxDOT Specification Item 618, including trenching, backfill, all materials, and other LF
incidentals to complete in place as shown in the plans and specifications. (Item shall
be deducted for alternate irrigation bid award)
T26 Type "A" Ground Box (Illumination) — in accordance with TxDOT Standard EA
ED(3)-03, and TxDOT Specification Item 624, including all materials, excavation,
backfill, and other incidentals necessary to complete work as shown in plans and
specifications. (Item shall be deducted for alternate irrigation bid award)
T27 Irrigation Valve Box (Rainbird VB-STD or Equivalent) —including all materials, EA
excavation, backfill, cut-outs, and other incidentals necessary to complete work as
shown in plans and specifications. (Item shall be deducted for alternate irrigation bid
award)
W1-W24 Water Line Bid Items (Design by Birkhoff, Hendricks & Carter, L.L.P.) — Varies
including all labor, materials, equipment, and other incidentals necessary to complete
work as shown in plans and in conformance with City of Wylie and NCTCOG
standards and specifications. NOTE: All costs related to ductile iron fittings shall be
included in the bid items listed and they shall not be paid for separately.
LI Silt Fence (Install, Maintain, Remove) for erosion control— including, installation, LF
maintenance,and removal,and all incidentals,complete in place as shown in the plans
and specifications.
L2 Inlet Protection for erosion control — including, installation, maintenance, and EA
removal, and all incidentals, complete in place as shown in the plans and
specifications.
L3 Filter Dam for erosion control — including, installation, maintenance, and removal, LF
and all incidentals, complete in place as shown in the plans and specifications and per
TxDOT Standard Detail EC(2)-93.
P-20
BROWN STREET RECONSTRUCTION
State Highway 78 to Stone Road
Bid Item Descriptions
BID ITEM DESCRIPTION UNIT
L4 Construction Exit for erosion control — including, installation, maintenance, and EA
removal, and all incidentals, complete in place as shown in the plans and
specifications.
L5 Topsoil (4" Depth) as shown in the plans and specifications, including Section TS CY
"Topsoil". This is a "Plans Quantity" Item and the quantity shown in the proposal
shall be the amount for payment. No addition or deduction to the quantity shown will
be made except as required by a design change.
Block Sod (Bermuda)(Common) furnish and install as shown in the plans and
L6 specifications, including Section SD "Sodding". Price shall include all materials, SY
labor,and equipment,including watering,fertilizing,and rolling.
L7 Project Mowing & Landscape Maintenance including all materials, labor, and
equipment for project mowing within ROW and Easement areas as necessary to keep MO
vegetative growth below 8" height. Price shall include other landscape maintenance
as necessary including trimming of trees and or shrubs that may conflict with
construction or traffic. All trees marked to remain shall be protected. Quantity shown
shall not be exceeded except in the event of extension of contract time.
Storm Water Pollution Prevention Plan - For furnishing storm water pollution LS
L8 prevention plan in accordance with the latest EPA and TCEQ criteria in order to
comply with the NPDES Phase II requirements. This shall include NOI, SWPPP,
NOT,inspections,maintenance and all other requirements until final acceptance of the
project.
Incidental items listed below are for the repair/replacement of existing items within
the project limits that are in conflict or damaged by construction, or for additional
unforeseen work. Contractor shall coordinate with Engineer, Owner, and Property
Representatives on actual repair/replacement of systems based on field conditions.
IC1 6' Cedar Fence — including cedar pickets, rails, galvanized metal posts, brackets, LF
trim, caps, anchorage, and all other incidentals to complete in place as shown in the
plans and specifications.
IC2 6' Chain Link Fence—including chain link fencing material, galvanized metal posts LF
and rails, brackets, caps, anchorage and all other incidentals to complete in place as
shown in the plans and specifications.
IC3 TxDOT Type "C" Fence — Furnish all labor, materials and equipment required to LF
install per TxDOT Specification and Standard WF(2)-10, and all other incidentals,
complete in place for use by the Owner.
Lower Existing 8" Water Line — including excavation and backfill, water line, EA
IC4 fittings, concrete blocking, and other incidentals to complete in place as shown in the
plans and specifications. All construction shall conform to City of Wylie, East Fork
SUD,and TCEQ requirements.
IC5 Lower Existing 12" Water Line — including excavation and backfill, water line, EA
fittings, concrete blocking, and other incidentals to complete in place as shown in the
plans and specifications. All construction shall conform to City of Wylie, East Fork
SUD,and TCEQ requirements.
P-21
BROWN STREET RECONSTRUCTION
State Highway 78 to Stone Road
Bid Item Descriptions
BID ITEM DESCRIPTION UNIT
IC6 Concrete Cap for NTMWD Water Line — including excavation and backfill, LF
concrete, reinforcement, and other incidentals to complete in place as shown in the
plans and specifications.
IC7 Project Contingency — allowance for extra work as approved or directed by the LS
Engineer and Owner. Contractor shall submit line item project contingency requests
to Owner for approval prior to extra work. Payment for extra work shall be paid as a
partial lump sum to this contingency bid item.
ALTERNATE BID ITEMS
IL1 PVC Schedule 40 Conduit(2")(Illumination Conduit)—in accordance with TxDOT LF
Specification Item 618, including trenching, backfill, all materials, and other
incidentals to complete in place as shown in the plans and specifications.
IL2 Illumination Foundation (Without Apron)(8' Depth) — in accordance with the EA
foundation details in TxDOT Standard RID(FND)-07, and TxDOT Specification Item
656, including all materials, excavation, backfill, and other incidentals necessary to
complete work as shown in plans and specifications. EXCLUDE concrete riprap
apron. ANCHOR BOLTS AND LAYOUTS SHALL BE PER ILLUMINATION
SPECIFICATION FOR POLE ASSEMBLY SPECIFIED.
IL3 Illumination Pole Assembly (Single Arm) —furnish and install in accordance with EA
illumination specifications as required by the City of Wylie, including all incidentals
necessary to complete work ANCHOR BOLT PATTERNS SHALL BE PER
ILLUMINATION SPECIFICATION for pole assembly specified.
IL4 Illumination Pole Assembly (Dual Arm) — furnish and install in accordance with EA
illumination specifications as required by the City of Wylie, including all incidentals
necessary to complete work ANCHOR BOLT PATTERNS SHALL BE PER
ILLUMINATION SPECIFICATION for pole assembly specified.
IL5 Electrical Service—Connection to power supply in conformance with utility provider EA
requirements,including all labor,materials,and equipment necessary complete work.
IL6 Electrical Conductor (No. 4 Bare) — for furnishing and placing all electrical LF
conductors of the type and size as required for proposed roadway illumination.
Conductor materials shall be in accordance with Texas Department of Transportation
Specification Item 620"Electrical Conductors".
IL7 LF
Electrical Conductor (No. 2 Insulated) — for furnishing and placing all electrical
conductors of the type and size as required for proposed roadway illumination.
Conductor materials shall be in accordance with Texas Department of Transportation
Specification Item 620"Electrical Conductors".
IL8 Type"A" Groundbox (Illumination)—in accordance with TxDOT Standard ED(3)- EA
03, and TxDOT Specification Item 624, including all materials, excavation, backfill,
and other incidentals necessary to complete work as shown in plans and specifications.
IL9 PVC Schedule 40 Conduit (4")(Deduct Base Item T24) — Deducted Item T25 for EA
alternate illumination bid award.
P-22
BROWN STREET RECONSTRUCTION
State Highway 78 to Stone Road
Bid Item Descriptions
BID ITEM DESCRIPTION UNIT
IL10 Type"A"Ground Box(Illumination)(Deduct Base Item T26)—Deducted Item T26 EA
for alternate illumination bid award.
IR1 Irrigation System — including all lines (purple pipe), conduit, valves, connections, LS
assemblies, spray heads, wiring, water meters, tapping saddles, and all other
incidentals to complete irrigation system in place as shown in the plans and
specifications.
IR2 PVC Schedule 40 Conduit (6")(Deduct Base Item T25) — Deducted Item T25 for LF
alternate irrigation bid award.
IR3 Irrigation Valve Box (Rainbird VB-STD or Equivalent)(Deduct Base Item T27)— EA
Deducted Item T27 for alternate irrigation bid award.
P-23
BROWN STREET RECONSTRUCTION
State Highway 78 to Stone Road
PROJECT BID SUMMARY
Total Project— Summary
TOTAL PROJECT BID AMOUNT $
Total Calendar Days 480
SUMMARY STATEMENT OF MATERIALS AND SERVICES
(Base Bid)
Total Material Cost Based Upon Estimated Quantities $
Total Services Cost Based Upon Estimated Quantities $
Total Contract Price Based Upon Estimated Quantities $
NOTES:
1. The total materials cost based upon estimated quantities plus the total services cost based upon estimated
quantities MUST equal the amount shown for the total contract price based upon the estimated quantities.
2. The Contractor will be responsible for the payment of all taxes in compliance with the laws of the State of
Texas and the United States.
3. Any reference to taxes within these documents which is in conflict with the Tax Laws will be deleted from
the PROJECT.
The Owner reserves the right to delete any bid items or portions thereof. If the Owner elects
to delete any portions of the PROJECT from the contract, then the contract can be awarded
on that basis.
P-24
BROWN STREET RECONSTRUCTION
State Highway 78 to Stone Road
PROJECT BID SUMMARY
The undersigned Bidder hereby declares that he has visited the site of the work and has carefully
examined the Contract Documents pertaining to the work covered by the above bid, and further
agrees to commence work within ten (10) days after the date of written notice to do so, and
substantially complete the work in 480 Calendar days.
Enclosed with this proposal is a Certified Check for:
Dollars ($ )
(5%of Maximum Amount Bid)
Or, a Proposal Bond in the sum of:
Dollars ($ )
(5%of Maximum Amount Bid)
which it is agreed shall be collected and retained by the Owner as liquidated damages in the event
this proposal is accepted by the Owner within sixty (60) days after bids are received and the
undersigned fails to execute the contract and the required bond for the Owner within ten (10) days
after the date said proposal is accepted, otherwise said check or bond shall be returned to the
undersigned upon request.
Contractor
By:
Printed Name Telephone
Address Facsimile
City State ZIP
P-25
CONTRACT DOCUMENTS
STANDARD FORM OF AGREEMENT'
STATE OF TEXAS §
COUNTY OF COLLIN §
THIS AGREEMENT,made and entered into this day of A.D. 2011,by and
between the CITY OF WYLIE,TEXAS, a municipal corporation,of the County of Collin and State of Texas, acting through
thereunto duly authorized so to do, Party of the First Part, hereinafter teimed OWNER, and
of the City of , County of , and State of ,Party of the
Second Part,hereinafter teimed CONTRACTOR.
WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned,to be made and
performed by the OWNER, and under the conditions expressed in the bond bearing even date herewith, the said
CONTRACTOR hereby agrees with the said OWNER to commence and complete the construction of certain improvements
generally described as follows:
BROWN STREET RECONSTRUCTION
and all extra work in connection therewith,under the terns as stated in the General Conditions of the Agreement and at his(or
their)own proper cost and expenses to furnish all the materials,supplies,machinery,equipment,tools,superintendence,labor,
insurance,and other accessories and services necessary to complete the said construction,in accordance with the conditions and
prices stated in the Proposal attached hereto, and in accordance with the Advertisement for Proposals, General and Special
Conditions of Agreement,Plans and other drawings and printed or written explanatory matter thereof,and the Specifications and
addenda therefore,as prepared by RLK Engineering,Inc.,herein entitled the ENGINEER,each of which has been identified by
the CONTRACTOR and the ENGINEER, together with the CONTRACTOR'S written Proposal, and the Perfoiniance and
Payment Bonds hereto attached;all of which are made a part hereof and collectively evidence and constitute the entire contract
(hereinafter collectively called the "Contract Documents" or the "Contract").
The CONTRACTOR hereby agrees to commence work within ten(10)days after the date written notice to do so shall
have been given to him,and to substantially complete the same within the calendar days provided in the proposal section after
the written notice to commence work,subject to such extensions of time as are provided by the General and Special Conditions.
The OWNER agrees to pay the CONTRACTOR in current funds the price or prices shown in the Proposal,which
forms a part of this contract, such payments to be subject to the General and Special Conditions of the contract.
IN WITNESS WHEREOF,the parties to these presents have executed this Agreement in the year and day first above
written.
CITY OF WYLIE, TEXAS
Party of the First Part Party of the Second Part
(OWNER) (CONTRACTOR)
By: By:
ATTEST: ATTEST:
Adapted from the Texas Section, ASCE Standard Form of Agreement, October 1971 revision.
SFA-1
PERFORMANCE BOND
STATE OF TEXAS §
COUNTY OF COLLIN §
KNOW ALL MEN BY THESE PRESENTS: That . of the City of
, County of , and State of , as Principal, and
authorized under the laws of the
State of Texas to act as surety on bonds for principals, are held and firmly bound unto the CITY OF
WYLIE, TEXAS, (Owner), in the penal sum of
($ ) for the
payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators,
executors, successors and assigns,jointly and severally, by these presents:
WHEREAS,the Principal has entered into a certain written contract with the Owner, dated the
day of , 2011, for the BROWN STREET RECONSTRUCTION,
which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied
at length herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH,that if the said
Principal shall faithfully perform said Contract and shall in all respects duly and faithfully observe and
perform all and singular the covenants, conditions and agreements in and by said contract agreed and
covenanted by the Principal to be observed and performed, and according to the true intent and meaning
of said Contract and the Plans and Specifications hereto annexed, then this obligation shall be void;
otherwise to remain in full force and effect;
PROVIDED,HOWEVER,that this bond is executed pursuant to the provisions of Chapter 2253
of the Texas Government Code as amended and all liabilities on this bond shall be determined in
accordance with the provisions of said Chapter to the same extent as if it were copied at length herein.
Surety,for value received, stipulates and agrees that no change, extension of time, alteration or
addition to the terms of the contract, or to the work performed thereunder, or the plans, specifications,
or drawings accompanying the same, shall in anyway affect its obligation on this bond, and it does
hereby waive notice of any such change, extension of time, alteration or addition to the terms of the
contract, or to the work to be performed thereunder.
PA-1
IN WITNESS WHEREOF,the said Principal and Surety have signed and sealed this instrument
this day of , 2011.
Principal Surety
By: By:
Name: Name:
Title: Title:
Address: Address:
The name and address of the Resident Agent of Surety is:
Name:
Address:
Executed 8 originals.
PA-2
PAYMENT BOND
STATE OF TEXAS §
COUNTY OF COLLIN §
KNOW ALL MEN BY THESE PRESENTS: That . of the City of
, County of , and State of , as Principal,
and authorized
under the laws of the State of Texas to act as surety on bonds for principals, are held and firmly bound
unto the CITY OF WYLIE, TEXAS, (Owner), in the penal sum of
($ ) for the
payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators,
executors, successors and assigns,jointly and severally, by these presents:
WHEREAS,the Principal has entered into a certain written contract with the Owner, dated the
day of , 2011, for the BROWN STREET
RECONSTRUCTION,which contract is hereby referred to and made a part hereof as fully and to the
same extent as if copied at length herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH,that if the said
Principal shall pay all claimants supplying labor and material to him or a subcontractor in the
prosecution of the work provided for in said contract, then, this obligation shall be void; otherwise to
remain in full force and effect;
PROVIDED,HOWEVER,that this bond is executed pursuant to the provisions of Chapter 2253
of the Texas Government Code as amended and all liabilities on this bond shall be determined in
accordance with the provisions of said Chapter to the same extent as if it were copied at length herein.
Surety,for value received, stipulates and agrees that no change, extension of time, alteration or
addition to the terms of the contract, or to the work performed thereunder, or the plans, specifications or
drawings accompanying the same, shall in anywise affect its obligation on this bond,and it does hereby
waive notice of any such change, extension of time,alteration or addition to the terms of the contract, or
to the work to be performed thereunder.
PB-1
IN WITNESS WHEREOF,the said Principal and Surety have signed and sealed this instrument
this day of , 2011.
Principal Surety
By: By:
Name: Name:
Title: Title:
Address: Address:
The name and address of the Resident Agent of Surety is:
Name:
Address:
Executed 8 originals.
PB-2
MAINTENANCE BOND
STATE OF §
COUNTY OF §
KNOW ALL MEN BY THESE PRESENTS:
That . of the City of ,County of and State of ,as
Principal,and ,as Surety,are held
and firmly bound unto City of Wylie, Texas, as Obligee, in the full and just sum of
(S ),lawful money of the United States for the payment
whereof,well and truly to be made,the Principal and Surety bind themselves,their heirs,executors,administrators,successors and
assigns,jointly and severally,firmly by these presents:
WHEREAS,the Principal has entered into a written contract dated ,2011 with the City of
Wylie, Texas, for Brown Street Reconstruction and WHEREAS, Obligee provides that the Principal will furnish a bond
conditioned to guarantee for the period of 2 years after approval of the final acceptance on said job,by the City,against all defects
in workmanship and materials which may become apparent during said period.
NOW,THEREFORE,the condition of this obligation is such that,if the Principal shall indemnify the Obligee for all loss that the
Obligee may sustain by reason of any defective materials or workmanship which become apparent during the aforesaid period,then
this obligation shall be void,otherwise to remain in full force and effect.
Signed, Sealed and Dated This Day of ,2011.
Principal
BY:
Witness
Surety
BY:
Witness
Executed 8 originals
MB-1
SECTION WC
WORKER'S COMPENSATION INSURANCE COVERAGE
WC.1 DEFINITIONS
Certificate of coverage("certificate"):A copy of a certificate of insurance,a certificate of authority to
self-insure issued by the commission,or a coverage agreement(TWCC-81,TWCC-82,TWCC-83,or
TWCC-84),showing statutory workers'compensation insurance coverage for the person's or entity's
employees providing services on a project,for the duration of the project.
Duration of the project: Includes the time from the beginning of the work on the project until the
contractor's/person's work on the project has been completed and accepted by the governmental entity.
Persons providing services on the project ("subcontractor" in §406.096): Includes all persons or
entities performing all or part of the services the contractor has undertaken to perfoiin on the project,
regardless of whether that person contracted directly with the contractor and regardless of whether that
person has employees. This includes,without limitation, independent contractors, subcontractors,
leasing companies,motor carriers,owner-operators,employees of any such entity,or employees of
any entity which furnishes persons to provide services on the project. "Services" include, without
limitation,providing,hauling,or delivering equipment or materials,or providing labor,transportation
or other service related to a project. "Services" does not include activities unrelated to the project,
such as food/beverage vendors,office supply deliveries and delivery of portable toilets.
WC.2 The contractor shall provide coverage,based on proper reporting of classification codes and payroll
amounts and filing of any coverage agreements, which meets the statutory requirements of Texas
Labor Code,Section 401.011(44)for all employees of the contractor providing services on the project,
for the duration of the project.
WC.3 The contractor must provide a certificate of coverage to governmental entity prior to being awarded
the contract.
WC.4 If the coverage period shown on the contractor's current certificate of coverage ends during the
duration of the project, the contractor must, prior to the end of the coverage period, file a new
certificate of coverage with the governmental entity showing that coverage has been extended.
WC.5 The contractor shall obtain from each person providing services on a project, and provide to the
governmental entity:
(1) a certificate of coverage, prior to that person beginning work on the project, so the
governmental entity will have on file certificates of coverage showing coverage for all
persons providing services on the project, and,
(2) no later than seven (7) days after receipt by the contractor, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the current certificate of
coverage ends during the duration of the project.
WC.6 The contractor shall retain all required certificates of coverage for the duration of the project and for
one year thereafter.
WC-1
WC.7 The contractor shall notify the governmental entity in writing by certified mail or personal delivery,
within ten(10)days after the contractor know or should have known,or any change that materially
affects the provision of coverage of any person providing services on the project.
WC.8 The contractor shall post on each project site a notice,in the text,foul'and manner prescribed by the
Texas Workers'Compensation Commission,infounation all persons providing services on the project
that they are required to be offered,and stating how a person may verify coverage and report lack of
coverage.
WC.9 The contractor shall contractually require each person with whom it contracts to provide services on a
project,to:
(1) provide coverage,based on proper reporting of classification codes and payroll amounts and
filing of any coverage agreements,which meets the statutory requirements of Texas Labor
Code,Section 401.011(44)for all of its employees providing services on the project,for the
duration of the project;
(2) provide the contractor,prior to that person beginning work on the project, a certificate of
coverage showing that coverage is being provided for all employees of the person providing
services on the project,for the duration of the project;
(3) provide the contractor,prior to the end of the coverage period,a new certificate of coverage
showing extension of coverage, if the coverage period shown on the current certificate of
coverage ends during the duration of the project;
(4) obtain from each other person with whom it contracts, and provide to the contractor:
(a) a certificate of coverage,prior to the other person beginning work on the project;
and,
(b) a new certificate of coverage showing extension of coverage,prior to the end of the
coverage period,if the coverage period shown on the current certificate of coverage
ends during the duration of the project;
(5) retain all required certificates of coverage on file for the duration of the project and for one
(1)year thereafter;
(6) notify the governmental entity in writing by certified mail or personal delivery,within ten
(10)days after the person know or should have known,of any change that materially affects
the provision of coverage of any person providing services on the project; and,
(7) contractually require each person with whom it contracts, to perfoiin as required by
paragraphs(1)-(7),with the certificates of coverage to be provided to the person for whom
they are providing services.
WC.10 By signing this contract or providing or causing to be provided a certificate of coverage,the contractor
is representing to the governmental entity that all employees of the contractor who will provide
services on the project will be covered by workers' compensation coverage for the duration of the
project, that the coverage will be based on proper reporting of classification codes and payroll
amounts,and that all coverage agreements will be filed with the appropriate insurance carrier or,in the
case of a self-insured,with the commission's Division of Self-Insurance Regulation. Providing false
or misleading information may subject the contractor to administrative penalties,criminal penalties,
civil penalties,or other civil actions.
WC-2
WC.11 The contractor's failure to comply with any of these provisions is a breach of contract by the contractor
which entities the governmental entity to declare the contract void if the contractor does not remedy
the breach within ten(10)days after receipt of notice of breach from the governmental entity.
WC-3
I
I BROWN STREET RECONSTRUCTION
State Highway 78 to Stone Road
I ;4(
PROPOSAL
111
DATE: _ ` „ I I
.
C
SUBMITTED BY: ____ _ I\'it L .
(Name of Bidder)
II LIP_ 6 ..Itr\i "P)
(Street)
ix .-7010(1)
(City, State, ZIP)
Gentlemen:
Undersigned, having carefully exa
mined the Plans, Project Manual, and Site of the proposed work,
and being familiar with all of the conditions surrounding the work, including availability of
materials and labor, hereby proposes to furnish to all necessary superintendence, labor, equipment,
and materials required to complete all the work in accordance with the Plans and Project Manual for
the construction of all items listed at the prices shown for each item on the following bid schedule.
Proposal must be submitted with a Bid Security in the amount of five percent (5%) of the maximum
amount bid, payable without recourse to the City of Wylie, Texas. Proposal may not be withdrawn
once the bid-opening process has begun.
The bid schedule attached lists the various divisions of construction contemplated in the Plans and
I Project Manual. Bid prices shall be written in ink, distinctly and legibly, manually typed, or
electronically typed and printed on the bid schedule provided. The City of Wylie reserves the right
to adopt the most advantageous interpretation of the bids submitted in the case of ambiguity or lack
of clearness in stating proposal prices, to reject any or all bids, and/or waive formalities.
I All the various phases of work enumerated in the detailed specifications with their individual jobs
and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are
I to be performed by the Contractor under one of the items listed in the bid schedule, irrespective of
whether it is named in said list.
IReceipt is hereby acknowledged of the following addenda to the Contract Documents:
j
k
Addendum No. 1 dated ( 4 I Received
IAddendum No. 2 dated 60 i Received
Addendum No. 3 dated Received
Bidder agrees to perform all of the work listed in the proposal and, as described in the specifications
and shown on the plans, for the following prices for each item:
P-1
1
BROWN STREET RECONSTRUCTION
State Highway 78 to Stone Road ttir
Earthwork&Paving
Project Cost per
Item# Item Description Quantity Unit Unit Total Item Cost
P1 Preparation of Right of Way 109 STA ! $ 7,795.00 $ 849,655.00
... .......
P2 Unclassified Roadway Excavation 35049 CY $ 6.55 $ 229,570.95
P3 Embankment(Density Control) 16740 CY $ 2.75 $ 46,035.00
P4 Sawcut, Remove, Dispose Concrete Paving 7843 SY $ 3.75 $ 29,411.25
P5 Lime Treated Subgrade(7") l 76439 SY $ 1.45 ! $ 110,836.55
P6 Lime(Est. 48#/SY) 1835 TON $ 152.00 $ 278,920.00
P7 2"Ty"C"HMAC(Surface) 711 SY $ 18.45 $ 13,117.95
P8 4"Ty"B"HMAC(Base) 782 SY $ 23.00 $ 17,986.00
P9 Reinforced Concrete Paving(8") ( 70858 SY $ 29.45 $ 2,086,768.10
P10 Concrete Curb(6"Monolithic) 38499 LF $ 1.50 $ 57,748.50
P11 Concrete Street Header 589 LF $ 10.00 '; $ 5,890.00
P12 Reinforced Concrete Sidewalk(4") 8199 SY $ 27.60 $ 226,292.40
P13 Reinf Concrete Sidewalk(w/Int. Var Ht Ret.Wall) 595 SY $ 32.45 $ 19,307.75
P14 Reinf Concrete Sidewalk(w/Int.Var Ht Curb) 257 SY $ 29.00 $ 7,453.00
P15 Variable Height Retaining Wall 258 LF $ 62.00 $ 15,996.00
P16 Pedestrian Handrail(PRD-06) (Type"E") 258 LF $ 70.00 $ 18,060.00
P17 Barrier Free Ramp 57 EA $ 825.00 $ 47,025.00
P18 Monolithic Median Nose 20 EA $ 650.00 $ 13,000.00
P19 Landscape Maintenance Ramp 25 EA $ 350.00 $ 8,750.00
P20 Median Nose Pavers 1157 SY $ 72.10 : $ 83,419.70
P21 Street Pavers 446 SY $ 40.00 $ 17,840.00
P22 (OMITTED ITEM) -
P23 Relocate Existing Mailbox(Temp Work Zone) 33 EA $ 100.00 $ 3,300.00
P24 Furnish& Install New Standard Mailbox Unit 24 EA $ 250.00 $ 6,000.00
P25 Furnish&Install New Brick Mailbox Unit 9 EA $ 1,000.00 $ 9,000.00
P26 Adjust Existing NTMWD Blow Off 4 EA $ 2,600.00 $ 10,400.00
P27 Adjust Existing NTMWD Valve 7 EA $ 1,400.00 $ 9,800.00
P28 Adjust Existing NTMWD Manhole 3 EA $ 1,600.00 $ 4,800.00
P29 Adjust Existing Water Valves 38 EA $ 250.00 $ 9,500.00
P30 Relocate Existing Water Meter 25 EA $ 595.00 $ 14,875.00
P31 Relocate Existing Fire Hydrant 7 EA $ 775.00 $ 5,425.00
P32 Adjust Existing Sanitary Sewer Manholes 8 EA $ 1,100.00 $ 8,800.00
Total Earthwork&Paving,Bid Amount $ 4,264,983.15
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BROWN STREET RECONSTRUCTION ttlf
State Highway 78 to Stone Road
Storm Drainage
Project Cost per
Item# Item Description Quantity Unit Unit Total Item Cost
D1 Remove&Dispose Existing Drainage Pipe/Headwalls I 1 LS $ 21,200.00 $ 21,200.00
D2 Remove&Dispose Existing Drainage Inlets 4 EA $ 515.00 $ 2,060.00
D3 12"HDPE Pipe 370 LF $ 23.70 ` $ 8,769.00
D4 12"RCP i 83 LF $ 31.00 $ 2,573.00
D5 18"RCP 1067 LF $ 38.15 $ 40,706.05
D6 21"RCP 2748 LF $ 45.32 $ 124,539.36
D7 24"RCP 759 LF $ 50.50 $ 38,329.50
D8 30"RCP 411 LF $ 62.85 $ 25,831.35
D9 36"RCP i 1715 LF $ 84.46 $ 144,848.90
D10 42"RCP ! 562 LF $ 109.20 $ 61,370.40
D11 48"RCP 548 LF $ 126.70 $ 69,431.60
D12 54"RCP f 40 LF $ 160.00 $ 6,400.00
D13 60"RCP 376 LF $ 182.35 ' $ 68,563.60
D14 ;4'x2' RCB 272 LF $ 111.25 • $ 30,260.00
D15 5'x4' RCB 168 LF $ 163.30 $ 27,434.40
D16 10'x5' RCB 336 LF $ 334.75 $ 112,476.00
D17 2-7'x5'RCB 369 LF $ 442.90 $ 163,430.10
D18 i 10'x6'SBC I 13 LF $ 371.00 $ 4,823.00
D19 10x8'SBC 72 LF $ 510.00 $ 36,720.00
D20 2-7'x5' MBC 32 LF $ 430.00 $ 13,760.00
D21 3-10'x5' MBC 122 LF $ 952.75 $ 116,235.50
D22 4-10'x8'MBC i 85 LF $ 1,325.00 $ 112,625.00
D23 Storm Manhole-Type A(3'x3') 4 EA $ 1,925.00 ; $ 7,700.00
D24 Storm Manhole-Type B (5'x5) 1 7 EA $ 3,100.00 ; $ 21,700.00
D25 Storm Manhole Type B(6'x4') 2 EA $ 3,400.00 ' $ 6,800.00
D26 Storm Manhole Type B (6'x5') i 1 EA $ 3,100.00 $ 3,100.00
D27 ,Storm Manhole-Type B(7'x7') 1 4 • EA $ 4,900.00 $ 19,600.00
D28 ;Storm Junction Box(4'x18') 1 EA $ 6,100.00 $ 6,100.00
D29 Storm Junction Box(8'x14') 1 EA $ 9,100.00 $ 9,100.00
D30 Storm Junction Box(9'x18') 1 EA $ 9,600.00 $ 9,600.00
D31 15"x12"Inline Drain Basin 2 EA $ 1,350.00 $ 2,700.00
D32 Single Grate Drop Inlet i 3 EA $ 1,545.00 $ 4,635.00
D33 Combination Inlet(4 Grate) 7 EA $ 4,400.00 $ 30,800.00
D34 ;8' Recessed Curb Inlet 7 EA $ 2,400.00 $ 16,800.00
D35 10' Recessed Curb Inlet _.. 18 EA • $ 2,475.00 . $ 44,550.00
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BROWN STREET RECONSTRUCTION rivr1
State Highway 78 to Stone Road
Storm Drainage
Project Cost per
Item# Item Description Quantity Unit Unit Total Item Cost
D36 12'Recessed Curb Inlet 14 EA $ 2,750.00 $ 38,500.00
D37 8'Standard Curb Inlet 2 EA $ 210.00 $ 420.00
D38 10'Standard Curb Inlet 2 EA $ 2,475.00 $ 4,950.00
D39 Curb Inlet(TxDOT Type C) 1 EA $ 2,730.00 $ 2,730.00
D40 Curb Inlet Extension (TxDOT Type E) 2 EA $ 600.00 $ 1,200.00
D41 3'Type Y Inlet 6 EA $ 1,850.00 $ 11,100.00
D42 4'Type Y Inlet 2 EA $ 1,850.00 $ 3,700.00
D43 5'Type Y Inlet 3 EA $ 2,150.00 $ 6,450.00
D44 Safety End Treatment-PSET-RP(18"RCP)(6:1) 1 EA $ 1,030.00 $ 1,030.00
D45 Headwall-CH-FW-0(12"RCP)(3:1) 1 EA $ 900.00 $ 900.00
D46 Headwall-CH-FW-0(54"RCP)(3:1) 1 EA $ 4,300.00 $ 4,300.00
D47 Wingwalls-PW(10'x6')(15°Skew)(3:1)(Hw=9.5') 1 EA $ 20,600 00 $ 20,600.00
D48 Wingwalls-PW(10'x8')(15°Skew)(3:1)(Hw=11.5') j 1 EA $ 30,385.00 . $ 30,385.00
D49 ,Wingwalls-PW(2-7'x5')(0°Skew)(3:1)(Hw=8.0') 1 EA $ 16,995.00 $ 16,995.00
D50 Wingwalls-PW(2-7'x5')(15°Skew)(3:1)(Hw=8.5') 1 EA $ 19,200.00 $ 19,200.00
D51 Wingwalls-PW(3-10'x5')(30°Skew)(2:1)(Hw=10.0') F 1 EA $ 19,100.00 $ 19,100.00
D52 Wingwalls-PW(3-10'x5')(30°Skew)(3:1)(Hw=10.5') 1 EA $ 29,355.00 $ 29,355.00
D53 Wingwalls-PW(4-10'x8')(15° Skew)(3:1)(Hw=11.5') 2 EA $ 32,500.00 $ 65,000.00
D54 Rail Anchorage Curb 222 LF $ 129.00 $ 28,638.00
D55 Traffic Railing for Culvert 722 LF $ 95.00 $ 68,590.00
D56 Pedestrian Railing for Culvert 722 LF $ 92.00 $ 66,424.00
D57 Pilaster(Culvert Ends) 16 EA $ 2,215.00 $ 35,440.00
D58 Stone Riprap(TxDOT Common Grouted) 2000 SY $ 72.10 $ 144,200.00
D59 ,Gabion Mattress(18")(PVC Coated) 180 SY $ 83.00 $ 14,940.00
D60 Gabion Basket(3'x3')(PVC Coated) 22 LF $ 200.00 $ 4,400.00
D61 Trench Excavation Protection for Storm Sewer 10148 LF $ 1.03 $ 10,452.44
Total Storm Drainage Bid Amount $ 2,064,571.20
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BROWN STREET RECONSTRUCTION
State Highway 78 to Stone Road
Traffic Control
Project Cost per
Item# Item Description Quantity Unit Unit Total Item Cost
T1 Sign&Sign Post Assembly 25 EA $ 400.00 $ 10,000.00
T2 Sign&Sign Post Assembly w/Street Name Blades 20 EA $ 460.00 $ 9,200.00
T3 .Remove Exist Sign&Post Assembly 1 LS $ 4,000.00 $ 4,000.00
T4 Remove Existing Guardrail/Barricades 1 LS $ 4,200.00 $ 4,200.00
T5 Reif Pay. Marker(CI B, Ty II-A-A) 10 EA $ 2.75 $ 27.50
T6 Relf Pay. Marker(CI B,Ty I I-C-R) 600 EA $ 2.75 $ 1,650.00
T7 Fire Hydrant Marker 10 EA $ 3.00 $ 30.00
T8 Refl. Pavement Marking (4")(White)(Broken)(Type I) 20430 LF $ 0.31 $ 6,333.30
T9 Refl. Pavement Marking (4")(White)(Dashed)(Type I) 205 LF $ 2.10 $ 430.50
T10 Refl. Pavement Marking (4")(Yeliow)(Solid)(Type I) 330 LF $ 1.05 $ 346.50
T11 Refl. Pavement Marking(8")(White)(Solid)(Type I) 1254 LF $ 1.44 $ 1,805.76
T12 Refl. Pavement Marking (12")(White)(Solid)(Type I) i 3267 LF $ 2.32 $ 7,579.44
T13 Refl. Pavement Marking (18")(White)(Solid)(Type I) 418 LF $ 4.15 $ 1,734.70
T14 Refl. Pavement Marking (24")(White)(Solid)(Type I) 145 LF $ 4.65 $ 674.25
T15 Reflectorized Pavement Marker(Only)(Type I) 2 EA $ 140.00 $ 280.00
T16 Reflectorized Pavement Marker(Arrow)(Type I) 2 EA $ 130.00 $ 260.00
T17 ;Reflectorized Pavement Marker(Arrow/Thru)(Type I) 6 EA $ 165.00 $ 990.00
T18 Metal Beam Guard Fence(MBGF-09) 325 LF $ 21.65 $ 7,036.25
T19 Metal Beam Guard Fence Transition (MBGF(TL2)-09) 16 EA $ 515.00 $ 8,240.00
T20 Single Guardrail Terminal (SGT(7)-09) 9 EA $ 2,550.00 $ 22,950.00
T21 Terminal Anchor Section 8 EA $ 550.00 $ 4,400.00
T22 Work Zone Traffic Control 1 LS $ 37,500.00 $ 37,500.00
T23 Traffic Signal Modifications 1 LS $ 60,800.00 $ 60,800.00
T24 PVC Sch.40 Conduit(4")(Future Illumination Sleeve) 3125 LF $ 4.90 $ 15,312.50
T25 PVC Sch.40 Conduit(6")(Future Irrigation Sleeve) 3175 LF $ 6.60 $ 20,955.00
T26 Type"A"Ground Box(Future Illumination) i 52 EA $ 103.00 $ 5,356.00
T27 Irrigation Valve Box(Rainbird VB-STD or Equiv) 53 EA $ 13.10 $ 694.30
Total Traffic Control Bid Amount $ 232,786.00
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BROWN STREET RECONSTRUCTION
State Highway 78 to Stone Road tit
Water Line
Project Cost per
Item# Item Description Quantity Unit Unit Total Item Cost
Furnish&Install 24"Water Line by Open Cut with Type B+
W1 Embedment 1 1960 LF $ 140.10 _ $ 274,596.00
Furnish&Install 24"Water Line by Open Cut with 36"Steel
W2 Encasement Pipe(3/8"Thick) 931 LF $ 295.00 $ 274,645.00
Furnish&Install 24"Water Line by Boring with 36"Steel
W3 Encasement Pipe(3/8"Thick) 60 LF $ 541.00 $ 32,460.00
Furnish&Install 24"Water Line by Open Cut with Concrete
W4 Encasement 10 LF $ 140.00 $ 1,400.00
Furnish&Install 12"Water Line by Open Cut with Type B+
W5 Embedment '. 528 LF $ 46.50 $ 24,552.00
Furnish&Install 12"Water Line by Open Cut with 20"Steel
W6 Encasement Pipe(1/4"Thick) 70 LF $ 114.50 $ 8,015.00
Furnish&Install 12"Water Line by Boring with 20"Steel I
W7 Encasement Pipe(1/4"Thick) E 20 LF $ 237.00 ; $ 4,740.00
Furnish&Install 12"Water Line by Open Cut with Concrete r
W8 ' $ 620.00
Encasement 10 LF $ 62.00
_ .._. ..._
Furnish&Install 8"Water Line by Open Cut with Type B+
W9 "Embedment 1360 LF $ 33.00 $ 44,880.00
Furnish&Install 6"Water Line by Open Cut with Type B+
W10 Embedment 63 LF $ 29.00 $ 1,827.00
W11 ;Furnish&Install 24"Gate Valve with Extended Operator 3 EA $ 25,750.00 $ 77,250.00
W12 Furnish&Install 12"Gate Valve with Extended Operator 2 EA $ 2,425.00 $ 4,850.00
W13 Furnish&Install 8"Gate Valve with Extended Operator 7 EA $ 1,450.00 $ 10,150.00
W14 Furnish&Install 6"Gate Valve with Extended Operator i 6 EA $ 1,030.00 $ 6,180.00
:Transfer Water Service Including 1"Tap on Main,Corp.&
W15 Copper Tubing 15 EA $ 775.00 $ 11,625.00
W16 ,Furnish&Install New 3/4"Meter 1 15 EA $ 80.00 $ 1,200.00
Construct 3"Combination Air Release Valve with 4'Diameter
W17 ;Manhole 1 2 EA $ 6,595.00 $ 13,190.00
i
W18 :Furnish&Install All Miscellaneous Fittings 1 1 , LS $ 5,100.00 $ 5,100.00
W19 Construct 6"Blow Off Valve with 4'Diameter Manhole 3 EA $ 9,000.00 $ 27,000.00
W20 Connect to Existing Water Line 3 EA $ 1,300.00 $ 3,900.00
W21 Furnish&Install Standard Fire Hydrant Assembly j 6 EA $ 3,050.00 $ 18,300.00
W22 Support Existing Utility Across Trench 9 EA $ 2,060.00 $ 18,540.00
W23 Remove&Dispose of Existing 2"Water Line 1 LS $ 1,000.00 . $ 1,000.00
W24 Design Trench Safety Plan&Provide Trench Safety Systems 4949 LF $ 1.03 $ 5,097.47
Total Water Line Bid Amount $ 871,117.47
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BROWN STREET RECONSTRUCTION rif
State Highway 78 to Stone Road
Erosion Control&Landscaping
Project Cost per
Item# Item Description Quantity Unit Unit Total Item Cost
L1 Silt Fence(Install/Maintain/Remove) 5485 , LF $ 1.34 : $ 7,349.90
L2 i Inlet Protection 68 EA $ 62.00 $ 4,216.00
L3 Filter Dam 185 LF $ 20.00 $ 3,700.00
L4 Construction Exit 4 EA $ 1,300.00 $ 5,200.00
L5 ;Topsoil(4"Depth) 3625 CY $ 15.00 $ 54,375.00
L6 Block Sod(Bermuda)(Common) 32615 SY $ 2.09 $ 68,165.35
L7 Project Mowing&Landscape Maintenance 16 MO $ 550.00 $ 8,800.00
L8 Storm Water Pollution Prevention Plan 1 LS $ 4,000.00 $ 4,000.00
Total Erosion Control&Landscaping $ 155,806.25
Incidental Construction
Project Cost per
Item# Item,Description Quantity Unit Unit Total Item Cost
IC1 i6' Cedar Fence 2400 LF $ 26.40 ;, $ 63,360.00
IC2 6' Chain Link Fence 1100 LF $ 13.10 $ 14,410.00
IC3 TxDOT Type"C"Fence 1200 LF $ 4.50 $ 5,400.00
IC4 Lower Existing 8"Water Line 10 EA $ 3,760.00 $ 37,600.00
IC5 Lower Existing 12"Water Line 5 EA $ 4,430.00 $ 22,150.00
IC6 Concrete Cap for NTMWD Water Line 250 LF $ 43.50 $ 10,875.00
IC7 Project Contingency 1 LS $175,000.00 $ 175,000.00
Total Incidental Construction Bid Amount $ 328,79500
Total Base Bid Construction Amount $ 7,918,059.07
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BROWN STREET RECONSTRUCTION
State Highway 78 to Stone Road rtirlf
Illumination(Alternate Bid)
Project Cost per
Item# Item Description Quantity Unit Unit Total Item Cost
ILA PVC Sch.40 Conduit(2")(Illumination Conduit) 12252 LF $ 4.84 $ 59,299.68
IL2 Illumination Foundation(Without Apron)(8' Depth) 72 EA $ 901 25 $ 64,890.00
IL3 Illumination Pole Assembly(Single Arm) 16 EA $ 2,163.00 $ 34,608.00
14 Illumination Pole Assembly(Dual Arm) 56 EA $ 2,678.00 $ 149,968.00
IL5 Electrical Service 1 EA $ 3,600.00 $ 3,600.00
IL6 Electrical Conductor(No.4 Bare) 12322 LF $ 1.03 $ 12,691.66
IL7 Electrical Conductor(No. 2 Insulated) 36966 LF $ 1.80 $ 66,538.80
IL8 Type"A"Groundbox(Illumination) 10 EA $ 103.00 $ 1,030.00
IL9 PVC Sch.40 Conduit(4")(Deduct Base Item T24) -3125 LF $ 4.90 $ (15,312.50)
IL10 Type"A"Groundbox(Deduct Base Item T26) -52 EA $ 103.00 $ (5,356.00)
Total Illumination Alternate Bid Amount $ 371,957.64
Irrigation System(Alternate Bid)
Project Cost per
Item# Item Description Quantity Unit Unit Total Item Cost
IR1 Irrigation System 1 LS $ 73,700.00 $ 73,700.00
IR2 PVC Sch.40 Conduit(6")(Deduct Base Item T25) -3175 LF $ 6.60 $ (20,955.00)
IR3 Irrigation Valve Box(Deduct Base Item T27) -53 EA $ 13.07 $ (692.71)
Total Irrigation,Alternate Bid Amount $ 52,052.29
Miscellaneous Alternate Bid Items
Project Cost per
Item# Item Description Quantity Unit Unit Total Item Cost
WIA 24"Water Line(Ductile Iron)(Class 200) 2961 LF $ 144.25 $ 427,124.25
W1 B 24"Water Line(RCCP)(ANSI/AWWA C303-08) 2961 LF $ 170.00 $ 503,370.00
P15A Variable Height Retaining Wall (Stone or Block) 258 LF $ 65.00 $ 16,770.00
Tiseo Paving Co, certifies that the Bid Item Number, Specification Item,
Name of Pay Item,Estimated Quantity, Unit, Unit Price Bid,and Amount Bid shown on this electronic bid form for all of
the bid items contained in this Bid Form are consistent with the Bid Form provided herein, and that its bid will be
tabulated using these Unit Prices and no other information from this electronic bid form. The Company further
acknowledges and agrees the Total Bid Amount shown will be read as its Total Bid and further agrees that the official
Total Bid Amount will be determined by multiplying the Unit Prices shown in the electronic bid form by the respective
estimated quantities shown in the Bid Form and then totaling all of the extended amounts.
P-8
11.1111111111►s —
BROWN STREET RECONSTRUCTION
State Highway 78 to Stone Road
PROJECT BID SUMMARY t111/11:
The undersigned Bidder hereby declares that he has visited the site of the work and has carefully
examined the Contract Documents pertaining to the work covered by the above bid, and further
agrees to commence work within ten (10) days after the date of written notice to do so, and
substantially complete the work in 480 Calendar days.
Enclosed with this proposal is a Certified Check for:
Dollars ($ )
(5%of Maximum Amount Bid)
Or, a Proposal Bond in the sum of: n I
'ti CD Dollars ($ -
(5%of Maximum Amount Bid)
which it is agreed shall be collected and retained by the Owner as liquidated damages in the event
this proposal is accepted by the Owner within sixty (60) days after bids are received and the
undersigned fails to execute the contract and the required bond for the Owner within ten (10) days
after the date said proposal is accepted, otherwise said check or bond shall be returned to the
undersigned upon request.
E PA ) HH 6 CO
Contractor
By: ► y aq 0
Printed Name Telephone
LA\CI El \k/ • (c1-1).2) i 6 co S-7
Address Facsimile
I131 �
City State ZIP
P-25
Direct Inquiries/Claims to:
POWER OF ATTORNFY THE HARTFORD
T-4
BOND,T-4
P.O. BOX 2103,690 ASYLUM AVENUE
HARTFORD,CONNECTICUT 06115
call:888-266-3488 or fax:860-757-5835
KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Code: 35-351225
X Hartford Fire Insurance Company, a corporation duly organized under the laws of the State of Connecticut
X Hartford Casualty Insurance Company, a corporation duly organized under the laws of the State of Indiana
X Hartford Accident and Indemnity Company, a corporation duly organized under the laws of the State of Connecticut
Hartford Underwriters Insurance Company, a corporation duly organized under the laws of the State of Connecticut
Twin City Fire Insurance Company, a corporation duly organized under the laws of the State of Indiana
Hartford Insurance Company of Illinois, a corporation duly organized under the laws of the State of Illinois
Hartford Insurance Company of the Midwest, a corporation duly organized under the laws of the State of Indiana
Hartford Insurance Company of the Southeast, a corporation duly organized under the laws of the State of Florida
having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the"Companies")do hereby make, constitute and appoint,
up to the amount of unlimited:
Robert Trobec, Kathleen M. lrelan, Ian J. Donald, Jeffrey A. Chandler, Alan P. Chandler& Chad Teague
of
Troy, MI
their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as
delineated above by ®, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the
nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and
executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law.
In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on January 22, 2004 the Companies
have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant
Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are
and will be bound by any mechanically applied signatures applied to this Power of Attorney.
*y11"r44f,..°V gt. ;ii • b•..tt •)±,0
grf�Mr • LOaY rit cN• f� o'� �c'.'.•'r'«-"-�-•'4',,,, a01_
13
7 #
J
." 400* 4arooto• f 19 7 ZD 7:9
�gAi•o. /R..1}Y •r ; 't1ot5 '
M. Ross Fisher,Assistant Vice President
Scott Sadowsky,Assistant Secretary
STATE OF CONNECTICUT
Hartford
COUNTY OF HARTFORD •
On this 3rd day of March, 2008, before me personally came M. Ross Fisher, to me known, who being by me duly sworn, did depose and
say: that he resides in the County of Hartford, State of Connecticut; that he is the Assistant Vice President of the Companies, the corporations
described in and which executed the above instrument; that he knows the seals of the said corporations; that the seals affixed to the said
instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his
name thereto by like authority.
jun-s'c
AtAILIC
` Scott E.Paseka
404E10 Notary Public
CERTIFICATE My Commission Expires October 31.2012
I, the undersigned, Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and correct
copy of the Power of Attorney executed by said Companies, which is still in full force effective as of Jtre 24, 2011 .
Signed and sealed at the City of Hartford.
Of
.JFP �s.f ' •t0Jm * atf • `'�,;kc r.*«�5�.-r' '4��• ,,r,o,MiYf'/
Gary W. Stumper,Assistant Vice President
THE AMERICAN INSTITUTE OF ARCHITECTS
MA Document A310
Bid Bond
KNOW ALL MEN BY THESE PRESENTS, that we
Tiseo Paving Company Here “Iseer full name and address or legal (ode &Contraeloo
P. O. Box 270040, Dallas, Texas 75227-000
as Principal, hereinafter called the Principal, and
Hartford Fire Insurance Company (Here insert full name and address or legal (ode of Surety)
One Hartford Plaza,T-4, Hartford,Connecticut 06155
a corporation duly organized under the laws of the State of Connecticut
as Surety, hereinafter called the Surety, are held and firmly bound unto
(Here flserl full name and address or legal tile at Owner)
City of Wylie, Texas
as Obligee, hereinafter called the Obligee, in the sum of
Five Percent (5%),of Amount of Bid Dollars ( ,5%
for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind
ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by
these presents,
WHF R FAS. the Principal has submitted a bid for
Brown Street Reconstruction
NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract
with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding
or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt
payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter
such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty
hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract
with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain
in full force and effect.
th
Signed and sealed this 24 day of June, 2011 .
Tiseo Paving Company
(Principal) (Seal)
i!ness.)
Arthur Tiseo (Title) President
Hartford Fire Insurance 1"' Company
(5,7ty
," 6`'
ll/ (Witness) (Seal)
r-'..atItleen M. trelan tie) Attorney-In-Fact
AIA DOCUMENT A310• BID BOND • MA(19• FEBRUARY 1970 ED • TF-IF AMERICAN
INSTITUTE OF ARCHITECTS, 1735 N.Y., AVE., NW., WASHINGTON, D.C„ 20006 1
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74/1 Wylie City Council
CITY OF WYLIE AGENDA REPORT
Meeting Date: July 26, 2011 Item Number: Work Session
Department: WEDC (City Secretary's Use Only)
Prepared By: Sam Satterwhite Account Code:
Date Prepared: July 18, 2011 Budgeted Amount:
Exhibits: 1
Subject
Presentation of the Wylie Economic Development Corporation FY 2011 —2012 Budget.
Recommendation
N/A—As a Component Unit of the City of Wylie, the Council will formally approve the WEDC Budget as part
of the overall City Budget.
Discussion
As considered by its Board of Directors on July 15, 2011, the FY 2011— 2012 WEDC Budget is presented for
Council's review. In line with Finance Department estimates, sales tax is projected at $1.508 million.
Assuming a flat gain for the balance of the fiscal year, WEDC sales tax receipts for FY 2010 — 2011 are
projected at $1.44 million resulting in a conservative estimate for FY 2011 — 2012 of a 4.4% gain over the prior
year. Other revenue sources include $86,400 in rental income from WEDC properties on Industrial Court,
$646,161 in lease income from the Ascend project, and $5,400 in interest/misc. income. As well, the WEDC
will begin FY 2011 —2012 with an estimated $1,012,077 cash reserve.
The WEDC has budgeted for $2,767,766 in expenses in addition to creating a reserve fund of $490,272
representing 12 months debt service for the Ascend construction note. Of total expenses budgeted, Personnel
Services represents 9%, Operating 4.5%, Travel & Recruitment 1%, Advertising & Community Development
2.5%, Debt Service 23%, Land Acquisition 14.5%, and Incentives & Related Expenditures 44%. Of the three
core components within the WEDC Budget, Land Acquisition, Debt Service, and Incentives represent 91% of
the proposed expenditures for FY 2011 —2012.
While the WEDC utilizes a zero based budget strategy, a great deal of latitude is built into the WEDC budget to
react to relocation/expansion projects. For example, while the WEDC anticipates acquiring additional land in
pursuit of existing redevelopment strategies, those monies could be shifted to a project requiring significant up
front capital. Further exemplifying flexibility within the WEDC budget, with Council approval a minimum of
$1.1 million could be reallocated to an individual project worthy of that level of investment.
Approved By
Initial Date
Department Director SS 7-18-11
City Manager IMM
,1°�;„ II/
Page 1 of 1
CITY OF WYLIE
BUDGET WORKSHOP FISCAL YEAR 2011-2012
111-WYLIE ECONOMIC DEVELOPMENT FUND
REVENUES
CURRENT PROPOSED BUDGET PERCENT
BUDGET BUDGET VARIANCE VARIANCE
TAXES
4000-40150 REV IN LEIU OF PROPERTY TAXES 0 155,889 155,889 0
4000-40210 SALES TAX 1,364,056 1,508,000 143,944 10.55
TAXES 1,364,056 1,663,889 299,833 21.98
INTEREST INCOME
4000-46050 CERTIFICATE OF DEPOSIT 0 0 0 0
4000-46110 ALLOCATED INTEREST EARNINGS 3,000 3,000 0 0
4000-46140 TEXPOOL INTEREST 0 0 0 0
4000-46143 LOGIC INTEREST 0 0 0 0
4000-46210 BANK MONEY MARKET INTEREST 0 0 0 0
INTEREST INCOME 3,000 3,000 0 0
MISCELLANEOUS INCOME
4000-48110 RENTAL INCOME 87,800 576,672 488,872 556.8
4000-48310 RECOVERY-PRIOR YEAR EXPENSES 0 0 0 0
4000-48410 MISCELLANEOUS INCOME 639,250 2,400 -636,850 -99.62
4000-48430 GAIN/LOSS SALE OF CAP ASSETS 0 0 0 0
MISCELLANEOUS INCOME 727,050 579,072 -147,978 -20.35
TOTAL REVENUES 2,094,106 2,245,961 151,855 7.25
CITY OF WYLIE
BUDGET WORKSHOP FISCAL YEAR 2011-2012
111-WYLIE ECONOMIC DEVELOPMENT FUND
WEDC-EXPENDITURES
CURRENT PROPOSED BUDGET PERCENT
BUDGET BUDGET VARIANCE VARIANCE
PERSONNEL SERVICES
5611-51110 SALARIES 169,552 172,370 2,818 1.66
5611-51130 OVERTIME 0 0 0 0
5611-51140 LONGEVITY PAY 960 1,057 97 10.1
5611-51145 SICK LEAVE BUYBACK 1,924 1,989 65 3.38
5611-51160 CERTIFICATION INCENTIVE 0 0 0 0
5611-51170 PARAMEDIC INCENTIVE 0 0 0 0
5611-51210 CAR ALLOWANCE 11,320 11,320 0 0
5611-51220 PHONE ALLOWANCE 3,456 3,456 0 0
5611-51230 CLOTHING ALLOWANCE 0 0 0 0
5611-51310 TM RS 20,792 21,771 979 4.71
5611-51410 HOSPITAL&LIFE INSURANCE 24,796 28,326 3,530 14.24
5611-51420 LONG-TERM DISABILITY 967 983 16 1.65
5611-51440 FICA 11,611 10,687 -924 -7.96
5611-51450 MEDICARE 2,716 2,500 -216 -7.95
5611-51470 WORKERS COMP PREMIUM 628 656 28 4.46
5611-51480 UNEMPLOYMENT COMP(TWC) 540 540 0 0
PERSONNEL SERVICES 249,262 255,655 6,393 2.56
SUPPLIES
5611-52010 OFFICE SUPPLIES 14,200 5,000 -9,200 -64.79
5611-52040 POSTAGE&FREIGHT 1,220 980 -240 -19.67
5611-52130 TOOLS/EQUIP-UNDER$100 0 0 0 0
5611-52810 FOOD SUPPLIES 3,600 5,000 1,400 38.89
5611-52990 OTHER 0 0 0 0
SUPPLIES 19,020 10,980 -8,040 -42.27
MATERIALS FOR MAINTENANCE
5611-54630 TOOLS&EQUIPMENT 0 0 0 0
5611-54810 COMPUTER HARD/SOFTWARE 2,000 3,000 1,000 50
5611-54990 OTHER 20,000 0 -20,000 -100
MATERIALS FOR MAINTENANCE 22,000 3,000 -19,000 -86.36
CONTRACTUAL SERVICES
5611-56030 INCENTIVES 782,388 1,023,323 240,935 30.79
5611-56040 SPECIAL SERVICES 25,845 180,789 154,944 599.51
5611-56080 ADVERTISING 39,590 27,900 -11,690 -29.53
5611-56090 COMMUNITY DEVELOPMENT 47,915 36,250 -11,665 -24.35
5611-56110 COMMUNICATIONS 4,340 3,780 -560 -12.9
5611-56180 RENTAL 27,000 27,600 600 2.22
5611-56210 TRAVEL&TRAINING 40,677 27,087 -13,590 -33.41
5611-56250 DUES&SUBSCRIPTIONS 7,813 8,803 990 12.67
5611-56310 INSURANCE 303 303 0 0
5611-56510 AUDIT&LEGAL SERVICES 20,900 22,750 1,850 8.85
5611-56570 ENGINEERING/ARCHITECTURAL 17,500 38,600 21,100 120.57
5611-56610 UTILITIES-ELECTRIC 4,800 3,500 -1,300 -27.08
CONTRACTUAL SERVICES 1,019,071 1,400,685 381,614 37.45
DEBT SERVICE&CAP.REPL
5611-57110 DEBT SERVICE-BOND DEBT 402,738 635,846 233,108 57.88
5611-57710 BAD DEBT EXPENSE 0 0 0 0
DEBT SERVICE&CAP.REPL 402,738 635,846 233,108 57.88
CITY OF WYLIE
BUDGET WORKSHOP FISCAL YEAR 2011-2012
111-WYLIE ECONOMIC DEVELOPMENT FUND
WEDC-EXPENDITURES
CURRENT PROPOSED BUDGET PERCENT
BUDGET BUDGET VARIANCE VARIANCE
CAPITAL OUTLAY
5611-58110 LAND-PURCHASE PRICE 516,949 400,000 -116,949 -22.62
5611-58120 DEVELOPMENT FEES 0 0 0 0
5611-58210 STREETS&ALLEYS 0 40,000 40,000 0
5611-58810 COMPUTER HARD/SOFTWARE 500 2,000 1,500 300
5611-58830 FURNITURE&FIXTURES 10,000 14,600 4,600 46
5611-58910 BUILDINGS 5,422,414 0 -5,422,414 -100
5611-58995 CONTRA CAPITAL OUTLAY 0 0 0 0
CAPITAL OUTLAY 5,949,863 456,600 -5,493,263 -92.33
OTHER FINANCING(USES)
5611-59111 TRANSFER TO GENERAL FUND 5,000 5,000 0 0
5611-59190 TRANSFER TO THORUGHFARE IMP 0 0 0 0
5611-59990 PROJECT ACCOUNTING 0 0 0 0
OTHER FINANCING(USES) 5,000 5,000 0 0
DEVELOPMENT CORP-WEDC 7,666,954 2,767,766 -4,899,188 -63.9
CITY OF WYLIE
Budget
F . scal y ear20 . 201 26 , 2011
t t
• .» „ '� ix
} d
.$qv'-6 .�.. .3.rYi.3� t1.s h+1 S$ ' *4v
General - Fund Summary
Audited General Fund Ending Balance 09/30/10 $ 8,305,011
Projected '11 Revenues 24,739,555
Available Funds 33,044,566
Projected '11 Expenditures (25,703,117)
Estimated Ending Fund Balance 09/30/11 $ 7,341,449
Estimated Beginning Fund Balance - 10/01/11 * $ 7,791,449
** Proposed Revenues '12 24,264,286
*** Proposed Expenditures '12 (23,971,089)
Subtotal $ 293,197
Use of Fund Balance -Transfer to Debt Service
Fund for Debt Payments (400,000)
Estimated Ending Fund Balance 09/30/12 $ 7,684,646 32.10%
* Increase due to estimated rollover contingency revenue.
**Assumes a quarter cent tax reduction.
*** Flat budget with no new requests except for$125,000 for Community Park Light Payments.
- Cut employee sick leave buyback which results in $102,282 savings with additional
adjustments made to insurance.
4�Y •:
Additional P
$30,000 Library - TMRS Benefits
$29,095 Police -Sergeant to Lieutenant
$19, 303 Police-Officer to Sergeant
$61,020 IT- IT Technician
$19,439 Finance -AP Technician
$134, 340 Fire-Additional Overtime
$293, 197 Additional Personnel Total
{
With Ad Transfer
$3,330 City Secretary-Records Analyst Upgrade
$4,588 HR-Benefits and Recruiting Upgrade
$35,379 Fire-EMC Upgrade to Full Time
$76,685 Fire-3 Captain Upgrades
$232,439 Fire-3 New Firefighters
($134,340) Less: Overtime Needed
$98,099 Net increase needed for 3 additional FF
$36,000 Animal Control-Kennel Attendant Upgrade
$59,911 Code Enforcement-Admin
$50,586 Parks-Maintenance Worker
$364,578 Total Additional Personnel
Possible Uses of
GF- Fund Balance
NEW AND REPLACEMENT FLEET
$149,470 Police -4 Tahoe Replacement
$28, 853 Police - Impala Replacement
$42, 900 Fire -3/4 Ton Truck Replacement
$65,000 Fire -Tahoe Replacement
$29, 174 Parks-Chemical Sprayer - New
$39, 850 Parks- 1 ton Truck - N e w
$355,247 Total Fleet
Possible Uses of
GF- Fund Balance
EQUIPMENT - REPLACEMENTS
$10,781 Fire-MDC Lease
$27,725 Police-MDC Lease
$14,000 IT-Public Safety CAD Server
$8,000 IT-Tape Back up
$28,800 IT-Desktops
$4,800 IT-Laptops
$20,600 Fire-4 SCBA
$30,000 Fire-Hydraulic Set
$13,500 Fire-Thermal Imager
$158,206 Total Equipment Replacements
EQUIPMENT - NEW
$15,000 Streets-Retroreflectivity Monitor
$15,000 Streets-2 Pup Mowers
$30,000 Total New Equipment
5 3
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Possible Uses of GF - Fund Balance
Personnel Lump Sum Payment - $ 246 , 902
Possible Use of GF - Fund Balance
Summary
► Fleet Total $ 355 , 247
► Equipment Total $ 188 , 206
► Personnel Total $ 246 , 902
Estimated Beginning Fund Balance - 10/01/11 $7,791,449
Proposed Revenues '12 24,264,286
Proposed Expenditures '12 (24,264,286)
Use of Fund Balance - Transfer to Debt Service
Fund for Debt Payments (400,000)
Use of Fund Balance - Fleet and Equipment (790,355)
Estimated Ending Fund Balance 09/30/12 $6,601,094 27.20%
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Impact on Water Rates
Impact on Average Combined Residential Water & Wastewater Bills at 8,000 Gallons
2012 2013 2014 2015
,, •_ 474 4--' :7,65,9
osok rate - si 247,04- .: ....... , ,, , .,„ q , , _,Fy _ - , ,,,,-,,,,, 1- , z ..,-- , , . ,, $: •,$v.
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Per Month $ 0.86 $ 1.83 $ 2.92 $ 4. 12
Per Year $ 10.32 $ 21.96 $ 35.04 $ 49.44
*Includes $3,500,000 draw down for Public Works Building.