Rush Street Reconstruction Project AcceptanceTHE CITY OF ~ Dubuque
DUB E
Masterpiece on the Mississippi
2007
TO: The Honorable Mayor and City Council Members
FROM: Michael C. Van Milligen, City Manager
SUBJECT: Rush Street Reconstruction Project -Bryant Street to Villa Street CIP
3001953 -Fiscal Year 2008 Street Construction Program
DATE: June 26, 2009
City Engineer Gus Psihoyos has recommended the acceptance of the construction
contract and the establishment of the Final Schedule of Assessments for the Rush
Street Reconstruction Project -Bryant Street to Villa Street.
I concur with the recommendation and respectfully request Mayor and City Council
approval.
Mic ael C. Van Milligen
MCVM:Iw
Attachment
cc: Barry Lindahl, City Attorney
Cindy Steinhauser, Assistant City Manager
Gus Psihoyos, City Engineer
THE CITY {~F Dubuque
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TO: Michael C. Van Milligen, City Manager ~.
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FROM: Gus Psihoyos, City Engineer 1~~,~~
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DATE: June 26, 2009
SUBJECT: Rush Street Reconstruction Project -Bryant Street to Villa Street
CIP 3001953 -Fiscal Year 2008 Street Construction Program
INTRODUCTION
The enclosed resolutions provide for the acceptance of the construction contract and the
establishment of the Final Schedule of Assessments for the Rush Street Reconstruction
Project -Bryant Street to Villa Street.
BACKGROUND
The Rush Street Reconstruction Project -Bryant Street to Villa Street provided for the
reconstruction of underground utilities, roadway sub-base and the construction of a new 37-
foot wide concrete roadway between Bryant Street and Villa Street.
The project incorporated:
- Upgrades to the existing sanitary sewer system: the complete reconstruction of 3,205
lineal feet of 8-inch mainline sewer; the reconstruction of 13 deteriorated brick
manholes; and the replacement of 72 private sanitary sewer laterals. The cost for the
individual sanitary sewer lateral replacements will be assessed to each respective
private property owner.
- Reconstruction of 3,533 lineal feet of watermain, mainline valves, fire hydrants, and the
replacement of 20 lead residential water services. The cost of the individual lead
residential water service replacements will be assessed to each respective private
property owner.
- Construction of 2,342 lineal feet of new storm sewer and 25 catch basins to improve the
storm water conveyance in the area.
- Installation of fiber optics and telecommunications conduit infrastructure.
- Replacement of existing sidewalks along both sides of Rush Street.
RECOMMENDATION
The Rush Street Reconstruction Project -Bryant Street to Villa Street was completed by
Horsfield Construction, Inc. of Epworth, Iowa, in the final contract amount of $1,672,977.64,
which is a 0.91% increase from the original contract in the amount of $1,657,853.10.
PROJECT COST -BUDGET IMPACT
The project cost summary for the Rush Street Reconstruction Project -Bryant Street to
Villa Street is summarized as follows:
Construction Contract
Bid Award
$1,657,853.10
171,749.09
Final
$1,672,977.64
0
Contingency
Construction Engineering & Inspection
The project category costs are as follows:
283, 386.00 188,462.28
$2.112.988.19 $1.861.439.92
Cost Summary/Description Amount
Street Construction Improvements $1,031,005.70
Special Assessment -Street Improvement, Residential Properties $116,968.66
Special Assessment -Street Improvement, Commercial Properties $43,336.09
Special Assessment -Street Improvement Deficiency, Paid by the City 1,973.98
Special Assessment -Water Services, Residential Properties 21,949.76
Special Assessment -Sanitary Sewer Lateral, Residential Properties 70,374.39
Special Assessment -Sanitary Sewer Lateral Deficiency, Paid by the City 256.57
Special Assessment -Concrete Sidewalk, Residential Properties 2,598.48
Special Assessment -Handicap Ramp, St. Columbkille's Property 4,500.00
Watermain Improvements 208,866.37
Sanitary Sewer Improvements 152,965.41
Storm Sewer Improvements 111,767.69
Fiber Optic Conduit 94,876.82
Total Project Cost $1.861.439.92
The project funding summary is as follows:
CIP No. Fund Description Fund Amount
3001953 Street Construction Program $1,033,236.25
Special Assessment -Funding Total 259,727.38
7401405 Watermain Replacement Program 208,866.37
7101638 Street Program Related Sanitary Sewer Improvements 152,965.41
7201914 Rush Street (Bryant to Villa) Storm Sewer Improvements 111,767.69
1021017 Fiber Optic Conduit -Paving Projects 94,876.82
Total Project Funding $ .861.439.92
The Rush Street Reconstruction Project -Bryant Street to Villa Street will be funded
through the annual capital improvement project appropriation of City funds as noted above
in the amount of $1,601,712.54. The project, as outlined, will require Special Assessments
in the amount of $259,727.38 and expenditure from the FY2008 Annual Street Construction
Program (Funded through Local Option Sales Tax) in the amount of $1,033,236.25.
SPECIAL ASSESSMENTS
Based upon final construction costs, the total amount of Special Assessments for all
associated improvement (including street, sanitary sewer/water service laterals, residential
sidewalk and handicap ramp) is in the amount of $259,727.38, which is 15.65%
($307,922.62) below the preliminary special assessments estimates that were presented to
the property owners and approved at the project public hearing. This decrease is attributed
to lower construction cost.
FINANCIAL ASSISTANCE
Property owners subject to sanitary sewer and water service lateral assessments may be
eligible for the City's low and moderate income special assessments assistance program,
ranging from 20% to 100% of the assessments for the owner-occupied residential property
depending on family size and income level.
To allow sufficient administrative time to process financial assistance applications for low-
to moderate-income families, eligible property owners will be given approximately 30 days
from the date of mailing the Notice of Filing the Final Schedule of Assessments to apply for
financial assistance that may reduce the amount of the assessment payable by the
property owner.
During this 30 day period, assessments may be paid in full or in part without interest at the
City of Dubuque, Office of the City Treasurer. After approximately 30 days, any unpaid
assessment will be levied against said benefited property with the Dubuque County
Treasurer and will be payable in 10 annual installments at the County Treasurer's Office,
and will draw annual interest at nine percent (9%).
FINAL ASSESSMENT SCHEDULE
The schedule for the Final Assessment process is as follows:
Council Approve Final Schedule of Assessments July 6, 2009
Mail Final Special Assessment Notice to Property Owners July 10, 2009
Mail Financial Assistance Information to Property Owners July 10, 2009
Publish Notice of Final Assessment 1st Publication: July 10, 2009
2nd Publication: July 17, 2009
Deadline for Financial Assistance Applications August 10, 2009
Deadline for Paying Assessment to City, Without Interest August 10, 2009
ACTION TO BE TAKEN
The City Council is requested to adopt the attached resolutions accepting the
improvements, establishing the final contract amount, and approving the Final Schedule of
Assessments for the Rush Street Reconstruction Project -Bryant Street to Villa Street
Prepared by: Greg Doeden, Civil Engineer
cc: Jenny Larson, Budget Director
Don Vogt, Public Works Director
John Klostermann, Sanitary & Street Maintenance Supervisor
Bob Green, Water Plant Manager
Bob Schiesl, Assistant City Engineer
Deron Muehring, Civil Engineer
Dave Ness, Civil Engineer
Jon Dienst, Civil Engineer
RESOLUTION NO. 213-09
ACCEPTING TH RUSH STREET RECONSTRIJCTION PROJECT - BRYANT
STREET TO VILLA STREET AND AUTHORIZING THE PAYMENT OF THE
CONTRACT AMOUNT TO THE CONTRACTOR
Whereas, the Public Improvement Contract for the Rush Street Reconstruction
Project -Bryant Street to Villa Street (the Project) has been completed and the City
Engineer has examined the work and filed a certificate stating that the Project has been
completed according to the terms of the Public Improvement Contract and that the City
Engineer recommends that the Project be accepted; and
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF DUBUQUE, IOWA:
Section 1. The recommendation of the City Engineer is approved and the Project
is hereby accepted.
Section 2. The Finance Director is hereby directed to pay to the Contractor from
the Street Construction Program, Watermain Replacement Program, Street Program
Related Sanitary Sewer Improvements, Rush Street (Bryant to Villa) Storm Sewer
Improvements, Fiber Optic Conduit -Paving Projects appropriations for the contract
amount of $1,672,977.64 less any retained percentage provided for therein as provided
in Iowa Code chapter 573, and to pay such retainage only in accordance with the
provisions of Iowa Code chapter 573.
Passed, approved and adopted this 6th day of July, 2009.
~/
Roy D. Buol, Mayor
Atte f:
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anne F. Schneider, CMC, City Clerk
CITY ENGINEER'S CERTIFICATE OF FINAL COMPLETION OF THE RUSH
STREET RECONSTRUCTION PROJECT - BRYANT ST EET T VILLA STREET
The undersigned City Engineer of the City of Dubuque, Iowa, hereby certifies that
he has inspected the Rush Street Reconstruction Project -Bryant Street to Villa Street,
that the Project has been performed in compliance with the terms of the Public
Improvement Contract, and that the total cost of the completed work is $1,861,439.92.
Dated this 1st day of July, 2009.
Gus Psihoyos
City Engineer
Filed in the office of the City Clerk on the 1st day of July, 2009.
Jeanne F. Schneider, CMC, City Clerk
RESOLUTION NO. 214-09
ADOPTING THE FINAL ASSESSMENT SCHEDULE FOR THE RUSH STREET
RECONSTRUCTION PROJECT - BRYAN TO VILLA STREET
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
DUBUQUE, IOWA:
After full consideration, the Final Schedule of Assessments as shown on the attached
sheet(s), Page 1 to Page 3 inclusive, is hereby approved for the Rush Street Reconstruction
Project -Bryant Street to Villa Street.
There is hereby assessed and levied as a special tax against and upon each of the benefited
properties, the respective sums indicated. The amounts shown in said Final Schedule of
Assessments as deficiencies are found to be proper and levied conditionally against the
respective properties benefited by the improvements as shown in the Final Schedule of
Assessments, subject to the provisions of Iowa Code § 384.63. Said assessments against
said lots are hereby declared to be in proportion to the special benefits conferred and not in
excess of twenty-five percent of the value of same.
The City Clerk be and is hereby directed to certify the Final Schedule of Assessments to the
County Treasurer of Dubuque County, Iowa, and to publish notice of said certification once
each week for two consecutive weeks in the manner provided in Iowa Code § 362.3, the first
publication of which shall be not more than fifteen days from the date of filing of the Final
Schedule of Assessments. On or before the date of the second publication of the notice, the
City Clerk shall also mail a copy of said notice to property owners whose property is subject
to assessment, as provided in Iowa Code § 384.60.
The assessments may be paid in full or in part without interest at the office of the City
Treasurer, City Hall, 50 W. 13t" Street, Dubuque, Iowa, at any time within 30 days after the
date of the first notice of the Final Schedule of Assessments. Thereafter, unpaid
assessments of $100.00 or more are payable in 10 annual installments at the County
Treasurer's Office, Dubuque County Courthouse, 720 Central Avenue, Dubuque, Iowa, and
will draw annual interest at nine percent (9%) computed to December 1 next following the
due dates of the respective installments as provided in Section 384.65 of the Code of Iowa.
Each installment will be delinquent from October 1 following its due date on July 1 of each
year. However, when the last day of September is a Saturday or Sunday, that amount shall
be delinquent from the second business day of October. Delinquent installments will draw
the same delinquent interest as ordinary taxes. Property owners may elect to pay any annual
installments semi-annually in advance.
Passed, approved and adopted this 6th day of July, 2009.
Roy D. Buol, Mayor
Attest:
Jeanne F. Schneider, CMC, City Clerk
NOTICE TO PROPERTY OWNERS
OF FILING OF THE
FINAL SCHEDULE OF ASSESSMENTS
FOR THE
RUSH STREET RECONSTRUCTION PROJECT -
BRYANT STREET TO VILLA STREET
TO THE PERSONS OWNING PROPERTY WITHIN THE DISTRICT DESCRIBED AS
FOLLOWS IN THE CITY OF DUBUQUE, IOWA:
The public improvement and location is as follows:
Rush Street Reconstruction Project -Bryant Street to Villa Street
Consisting of the properties which are described as follows:
All property included with the areas described so as to include one-half of the
privately owned property between each such street to be improved and the next
street, whether such privately owned property situated more than 300 feet from the
street to be improved be assessed.
You are hereby notified that the Final Schedule of Assessments against the benefited
properties within the District described above, a copy of which Final Schedule of
Assessments is attached hereto, has been adopted and the assessments confirmed by the
City Council of the City of Dubuque, Iowa, and that said Final Schedule of Assessments
has been certified to the Dubuque County Treasurer.
The assessments may be paid in full or in part without interest at the office of the City
Treasurer, City Hall, 50 W. 13th Street, Dubuque, Iowa, at any time within 30 days after the
date of the first notice of the Final Schedule of Assessments. Thereafter, unpaid
assessments of $100.00 or more are payable in 10 annual installments at the County
Treasurer's Office, Dubuque County Courthouse, 720 Central Avenue, Dubuque, Iowa,
and will draw annual interest at nine percent (9%) computed to December 1 next following
the due dates of the respective installments as provided in Section 384.65 of the Code of
Iowa. Each installment will be delinquent from October 1 following its due date on July 1 of
each year. However, when the last day of September is a Saturday or Sunday, that
amount shall be delinquent from the second business day of October. Delinquent
installments will draw the same delinquent interest as ordinary taxes. Property owners
may elect to pay any annual installments semi-annually in advance.
Jeanne F. Schneider, CMC, City Clerk
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CITY OF DUBUQUE, IOWA
RUSH STREET RECONSTRUCTION PROJECT (BRYANT TO VILLA)
FINAL SCHEDULE OF VALUATION AND PROPOSED ASSESSMENTS
DATE: JULY 8, 2009
The folbwang saMdule is Mraby debnninetl to show each lot proposed b be assessed for the improvement shown in 8ie Btle toge8ier wOh 8ie amaunl proposed to ba assessed agas~st each lot entl the valuations shown opposite each lot ere hereby fiord es 8re true veluatlona of such Iota by the Ciry Council of the City of Dubu9ue.
NET PAVING
NET PAVING
TOTAL PUBLIC
WATER SERVICE
NET SANRARV NET SANITARY
TOTAL SANRARV
PROPERTY OWNER NAME
LOT DESCRIPTION PARCEL VALUATION
IMPROVEMENT
IMPROVEMENT
IMPROVEMENT
PRNATE
StINER PRNATE SEWER PRNATE CONCRETE
SEWER PRNATE HANDICAP MMP TOTAL NET
NUMBER WITH IMPROVEMENT COST DEFICIENCY COST LATERAL COST LATERAL COST L.1ITERAL LATERAL COST SIDEWALK COST COST ASSESSMENT
DEFICIENCY
Kroner, JaN A. Ld 141 Union Atld. 1425:161-023 58/,020.31 57,soD.ze 51,500.28 51,32005 57,331.05 §2,820.31
Letlner, Dewane E.BJOen J. Ld 117 UNOn Atltl. 1425453008 353,39595 51,4]5.90 51,475.90 51,32005 57,320.05 §2,]9595
Ley,Jdn Ld1-2-5155'-190 Union Atld. 1425-433011 .73,806.44 Efit0.B1 581881 51,35504 38741 51,28]83 §1,908.44
LbtlaH, Berry A.BRhmK Ld 199 Unbn Adtl. 1425-456010 §297,1fi0 fib 51,4]5.90 51,4]590 3]48.81 §2,272.]1
LkbsH, Berry A.8 RMS K E. 30 Ld 198 Udon Add. 1425455010 w/ Ld 199 Union Atltl. 5]3795 5737.95 1 §737.95
LYenfalax, Ilea A. We Hoyne, lba A. Ld 1 Sub 145 8146 Union Atltl. 1425361 -0OB §122,64014 E1764o 5178.40 5178.40
LNBnteWr, Ilea A. bs Hayrc, Ilea A. Ld 2 Sub 145 8146 Union Atltl. 1425361-008 w/ Lila /Sub 145 819fi Union Add. §3fi1 ]5 x361.75 (381.75
Lochner Brlsn, J. 8 McLeughBn, Kimberly N N fi5 - 5135' Ld 122 Upon Atld 1425382-01 ] EB5 989.42 §324 58 §324.58 5324.58
Lochner Brien, J 8 McLaugNb, gmbedy N. 5 fi5 - N 105 - E 12 Let 123 aEm Udon Atltl. 1425382-01 ] wl N fi5' - S 135' Ld 122 Unan Atltl. ffi4.83 Efi4 &3 584 B3
LaMdhde, Mrk G. N tOD Ld 12] Unm Add. 10.25382-007 x62,181 9B §38199 538198 5381.98
Mekas, DevM L 8 Olarie L Ld 1 puinre Strad Sub 1425-454015 3128,988.06 SBBB Ofi 5888.06 5888.06
Mskovec,fmkF BMery Ld 17/Union Adtl. 1425384012 5122,659.46 §1,484.3] 51,4843] 51,075.10 51,075.10 §?55996
McAUa, Brlsn J. 8 Mbtlepe M Ld 5 d Sub d Lila 10.5 8 146 Udm Atltl. 1425361-019 5108,0.53 §43? ]8 543? 7B ET/062 x935.13 x935.13 §2.138 53
Markus, BNn J. 8 MbadM M Ld fi d Sub d Lila 145 8 146 Union Atltl. 1425361-019 w/ Ld 5 d Sub d Lats 145 8 146 Unbn Add. 3931 O1 5931 01 3931 O1
May. Dabre J. Lilt-1b Unbn Atltl. 7425361 J121 588,312.02 3135986 §135986 584?OS 31010.11 31040.11 53.21202
I McCenon, Hugh J. d Dardhy Ann I Ld 2 - S 1fi5' - Ld 191 Unbn Atld. 1 74251550761 513.957.32 I 31 457 32 I 1 5145] 32 I I I I I I I (1,457.32
I McCanan, HUgh J.d DardhY Ann 1 5. 1fi51d 195 Udan Adtl. 8Ld 1-S 165 Ld 794 Unbn Add8lan 11425455-0771 5747,28/.56 1 57,274.50 1 1 51.27450 1 1 E1,250.W 1 1 31,250.06 1 1 52,464.56
1 McCadfry, DamenJ BAngelsK 1 Ld 169Umn Atld 114253840041 5127,758.71 1 51,576.% 1 1 51,576.86 1 1 51,780.00 1 1 57,780.08 I I 52,]56.]4
1 McCktln, AmsMa 1d 118 Udm Atld 11425-453-0071 565,020.99 N,47590 51,47590 57,14508 1 1 57.745.08 52,620.99
McClsin, Bob H., Jr. 8 McClab Kam A Ld 2(19 UNOn Atld 1 16251590011 5737,681 21 57.305.97 (1,305.97 1 5375.24 1 1 5375.24 St eB1 21
1 McCUNOUgh, Robed J.BKany 1 S1fi5 Ld 191 Union Add. 11425455-0131 5722,36741 1 31.457.32 1 1 31.457.32 1 1 51,77008 1 1 61,11608 1 1 52.587.67
1 HdWd, CeBry L«dTroy,lm W. 1 Ld 178 Unbn Adtl 11425384-0131 5703,35988 1 t7,10478 1 1 51.481.78 1 57,0]510 31,075.10 52.559.88
08ver, DOrokl W.BDebree M. 1 Ldt-128 UNOn Adtl. 17425387-0181 t71,42B.82 1 51,26/.67 1 1 67,28/.67 1 5865.74 5865.11 x2,729.82
Oatarhern, CelMnne M. 1 Ld 7]4 Udm Atltl. 17425384-0091 570,387.55 57,533.77 1 57,533.71 51,508.75 51,745.08 31,145.08 54.187.55
PepedhMn, Rriberl A. 1 5 ]O d S 135 d Ld 122 Union Atltl. 1425382-0181 t99,57].00 51,060.47 1 51,060.47 1 57,075.10 51,075.10 52.135.57
PepedhKn, Rdert A. E 6 of B 70 d E 12 d Ld 123 Union Atltl. 1425-:582-0181 w/ S 70 of S 735' d Ld 122 Unbn Add. 514144 1 5747.44 1 I 5/41.40
Puks,SMpe M. Ld2-2-1-186 UNOn Add. 174250.51-0091 5137,781.85 57,981.77 1 51,981.77 1 51,18008 1 51,100.08 53,181.85
Pereom, JUlis A. Ld 13/UNOn Atld 1_m.........5 5]2,29736 57,481.27 1 51,481.27 1 1 51,11008 1 51,110.09 52.591.38
Power, Fbrence M.EJdMI 5130 Ld 135 Union Add. 114253800111 546,929.35 57,483.33 1 57,183.33 1 1 51,35504 -59.03 1 51,346.01 1 52,829.35
Rsnean, Cary J. 1 N fi0 - S 13D Ld 13fi Union Adtl. 1 10.253840191 578,H6 95 1 5308.48 I 5308 ~ I I I 1 5308.48
Remm, Cary J. 1 .l
N fi0' - S 130' Ld 13] Union Adtl. 8 strip d Nritl 3' witle on Hdty St. runnkg `4 14253800191 wl N fi0' - 6 130 La 136 Union Add. 1 5308.48 I ~.~ I I I 1 I 5308.98
Rant, CYKNtoplw J. B Ranek, Reenter L. 1 Ld t-189 Udon Adtl. 1 142515]-0031 570/,245.83 1 51,830.76 1 1 51,830.76 1 1 31,215.07 51,215.07 1 I 1 52,846.63
Redtlkg, MMk D.85uaen J. Ld 19fi Udm Adtl. 11425-458-00]1 5753,205.08 1 51,229.98 1 51,729.98 1 1 31,075.10 51,075.50 1 1 1 52305.08
Deulmeyar, Cheri M. Ld 7-188 Uaon Atltl. 1 14254540131 396,682 % 1 5110.82 1 1 5140.82 I I I I 1 5140 B2
1 Deulmeyar, Gnw M. La 2-2-189 Unbn Add 1 14251540131 w/ Ld 1-189 Union Atltl 1 3~8 80 1 1 5808.84 I I I I I I I 3808.84
1 Dearrelwr, Gnw M. La 2-188 UNa1 Add. 14254540131 wl Ld 1-1 B9 Union Atltl 1 36:15.33 1 1 5635.33 I I I I I I I 383533
1 Karin, Slaver J.BNency C. 1 Ld2-7-133 Unbn Add. 1425380016 598,204.11 1 31,059.02 1 1 5105902 1 1 31,145.08 1 1 51,115.08
I I
I
az,2w.71
1 Rating, Jame C. B KNen L. 1 La 124 UNan Add. 1425382-011 5130,853 56 I 51,475.90 1 1 51,4]5.90 1 1 3]77.66 1 1 5777.68 I I 1 52.253.58
1 Sabers, NVen J. Ld 775 Urkon Add. 742338/-010 5122,31090 51,523 iB 51,523.18 528]76 1 528].76
I I
I
51.810.94
1 Sdurarbxh, Drvb A. d ParMOpa M. 1 Ld 2-25185'-190 Union Atld 1425455-010 551,762.70 5162.70 5162.]0 I 1 I I I I 5162.70
1 Schrtkd, Melvn J. Juke M. Kurece4SChmd11 Ld 1-118 Union Adtl. 7425-131010 579,183.87 5283.67 5261.67 1 I 1 5263.61
1 SdYxx. Fred B.B Bktler,AMre. 1 Ld2d2d SUbd Lda 1848185 Union Adtlilim 114254574709 5107,48838 51,032.38 51,032.39 1 57,W5.11 1 1 51005.11 I I I 52.03].50
1 Sdnee. Fred B.8 Bach. Antra 1 Ld 2-1-1-2 of Sub d Lds 1898 1 % Union Addition 1 1425457-0041 wl La 2 d 2 d Sub d Lae 7848 185 Union AddBbn asso ea f550.eB I I I asso ee
1 Suhlx,wcher. Pait Thomas 1 Ld 2 -128 Union Adtl. 1 10.25381-0151 5]2,777.23 521113 5211.23
I I
azn 23
1 Schxar2, Jellrey L 8 Krier, TnM M. 1 Ld 2-776 Unbn Add. 1 1425153-011 1 st 17,212.23 51,212.23 1 61,212.23 50.00
I I
a+.zlz.z3
1 SheMen, Robed J.B CheriL 1 La1ofE45'1-1-1-1o/SW.2 01 1 69 8 165 Unwn Add. 11425-15]-00]1 §8,238.12 I 51,113.33 I -5304.37 I 3808.98 51,320.05 -574.22 51,24583 I I 52,051.]9
1 SheMen, Robed J. 8 Cheri L 1 LIX 2 0l E 0.5' 1-1-1-1 of Sub. 2 d 184 8185 Unwn Atltl. 1 142545]-00] 1 w/ Ld 1 of E 45' 1-1-1-1 d Sub. 2 d 184 8 185 Union Atltl. 1 54.75 I 1 5175 I I I I x4.75
1 SheMen, Robed J. 8 Choi L I Ld 212 Udon Add 1 10.25457-0081 52,]22.05 1 5]22 OS 1 -¢11.54 1 ffi5D61 I 1 I I 5680.51
1 SheMSn, RdKM J. 8 Chill L 1 lot 213 Union Atld 1 10.25457-0091 55,61].2] 1 §299 fi0 1 1 5299 BO I 1 I 5299.60
SheMSn, Robert J. 8 Cheri L. Ld 1-2-1-2 d Sub Lals 185 8 181 Unbn Adtl 1425157-0091 wl Ld 213 Union Atld. 1 51,180.40 -3312.95 1 384] 45 1 584].45
1 Sheehan, Ra1en J. 8 ChM L. I Ld 2-2-1-2 d Sub Lila 185 8184 Union Atltl 1 1425157-0091 wl Ld 213 Unbn Add. 1 5257.2] 1 1 525] 2] 1 1 1 525].2]
Sherman,Tbloth/J BNeIty M. I Ld3Udm Adtl. Nat 7425387-0781 Et 15,229.]1 1 5886.38 1 E8fi638 1 §818.24 1 51,14508 51,10.5.08 52,829.]7
SL CdumbMM'a Church 1 La 73 Mneral Ld l5 11036-103-0061 54,693.04 1 553.0/ I 353.09 I I I I 55304
SL CdunddM's Chuch I Ld 21 Mineral Ld 45 1425384001 1 5461,445 B2 1 5181.23 1 5181 23 1 52,]95.81 1 52,488.92 1 52,486.92 54.500.00 1 59,943.96
SL Cdumdtl8a's Church 1 Ld 2-71 Mineral La 45 1 1425384 001 w/ Ld 21 M.L 45 1 54897 1 x.97 1 1 I 546 g7
SL CdunbNlh's Church 1 E 50 Ld 158 Unbn Atltl. 1 10.25384-001 1 wl La 21 M.L. 45 I 31.884.42 1 1 51,884.42 I I I I I I 57,801.42
SL CdunbblM'e Church La 759 Udm Adtl. 1 1425384001 w/ Ld 21 M.L. 45 Ez.280.57 1 52,280.51 I I I 52,280.51
1 St. CdumbkYN'e Church I Ld 180 Unbn Add. 11425381-001 w/ Ld 21 M.L. 45 1 32,208.28 I I 52,318.28 1 I I I I I 52,206.26
St. ColumbkBa'a Church I al 161 Udon Atld 1 1425381-001 w/ Ld 21 M.L. 45 52.288.89 1 52.288 89 1 5?2BB.~
1 51. Cduml4d8a'e Church Ld 162 UNm Atld 1 1425381-0011 w/ Ld 21 M.L. 45 1 52,355.97 1 I 52.35597 I I 1 I I I I 52,355.97
1 81. CokmldtlM'e Church Ld 1fi3 UNOn Atltl 1 142538/-0011 wl Ld 21 M.L. 45 1 32.2%.60 1 I 52.299.80 I I I I I I I 52,299.60
SI. Cahendd3e'e Church Ld 169 Unbn Adtl. 7425384-001 I w/ Ld 21 M.L. 0.5 52,362.34 52.382.34 I 52.38234
SI. CoNnbl4Ee'a CMech Ld 185 Unbn Aril. 1425384001 I w/ Ld 21 M L. IS 1 52,306.88 52,308.88 I §2,308 88
SI. Cdumbl4Ee's Caech La 188 Unbn AtM. 1425384001 I w/ La 21 M L. 45 1 52,310.21 52,310.21 ~ 1 52.310 27
SI. CdumbNXa's Chump E SO of Ld 758 Urkon Add 1036103-0021 5788.94789 1 51,792.89 51,792.89 I I 51 ]92.89
3l. Cdumbki8e's Church 1 La 757 Unbn Add. 1036/DiW31 5187,638.90 1 52,213.54 I 1 52,213.54 I 1 I I I I 52.21354
1 SL CduIdWIM'n Church 1 W 10 La 756 Union Atltl 1036103-0031 wl Ld 15] Union Add 1 5373.37 I I 3373.37 1 I I I I I 53]33]
1 BL CdumOkilb's Church I Ld2-1-1-1dMVwral La 48 7036126(1021 §?24062 I f20D 62 1 1 531082 1 1 I I I I I 5200.62
Page 2 of 3
CITY OF DUBUQUE, IOWA
RUSH STREET RECONSTRUCTION PROJECT (BRVANT TO NLLA)
FINAL 3CHEDULE OF VALUATION AND PROPOSED ASSESSMENTS
DATE: JULY 6, 2009
The (olbwirp schedule is hereby determined to show each lot proposed to be assessed br Ole improvement dawn in Ore trtle together w8h Ore amount proposed to be essessetl egeirlst each lot antl Ow veluetrons shown opposite each lol are hereby fiord as Ole true velueOOrrs of such lots by Ore City Council of the COy o/Dubuque.
R
E
NET PAVING
NET PAVING
TOTAL PUBLIC
WATER SERVICE NET SANITARY
NET SANTARY
E
TOTAL SANTARY
CONCRETE
HANgCAP RAMP
TOTAL NET
PNOPERTYOWNER WIME LOT DESCRP1gN PA
C
L
NUMBER VALUATION
WITH IMPROVEMENT IMPROVEMENT IMPROVEMENT IMPROVEMENT PRNATE SEWER PRNAT
SEWER PRNATE
LATERAL SEWER PRNATE
SIDEWALK COST
COET
ASSE85MENT
COST DEFICIENCY COST LATEMLCOST UITERAL COST
DEFICIENCY LATERAL COET
I SL CalumOkSe's Church I Ld1 o15t. Cabmddtle Addilbn 170347250241 5397,228.38 52,10838 I 52,108.38 52,108.38
I SL CdunlbNlk's Church I Ld 138 Union Atltl. 11425-381-0251 538,05133 (2,19283 I 32,192.83 52,192.fi3
1 St Cdumdd8s's Church I Ld 139 Ullian Add. 1 1425381-0251 wl Ld 138 in Unbn Add 52,195.88 52,195.88 E2.195.Bfi
51. Cdumddlk's Chuch I Lq 2-140 Urwn Add. 1 1425381-0251 wl Ld 1381n Union Add, 5203 OS 5203 OS 50.00 5203.05
Harimck, Jere LB NlclalasC ~ 595 Ld 120 Union Add. 114254530051 592,13993 51,212.23 51.212.23 51,390.03 -582.33 57,327.70 52.538.93
Oroeaskr, EmestJBHYMn, NbakA ~ Ld 119 Unbn Adtl. 1425053W61 5105,83108 51,17590 ~ 51,47590 ~ ~ 5855.18 (855.18 52,131.08
I ThB, Tlwree J B NNSCh, Mary J. ~ 5 1&5 Ld 193 Unian Adtl. ~ 14250.55015 ~ f103,Bfi6.B2 51,45732 ~ 51.0.57 32 ~ 5799.43 1 51,215.07 51,215.0] 53.488.82
I Trerdz, Krkty M. I 570 Ld 13]Union Add. 114253800121 588,793.78 ~ 57,080.47 ~ 57.080.Q ~ 5818.24 57,21507 ~ 51,2150] 53,093.78
I Voss, Carrbro A. I N. 4D Ld 122 Unm Add. 1 1425382-0191 E~.B09.02 ~ §90.85 ~ 59035 ~ ~ 590.85
I Voss, Carlnre A. I N 40 - N 105' 512 Ld 123 Udon Add. 1 1425382-0191 w/ N. 40 Ld 122 Union Adtl. I 578.1 ] 578.1] E1B.77
Waker, HOwud ar EStMr 1 Ld 206 Union Add. 11425459-0041 518,2]5.16 1 51399.82 1 ~ 5139992 ~ 1 5375.24 ~ 5375.24 57,775.78
Wa0er, HOwartla ENMr Ld 205 UNOn Add. 114250.59-W51 599,9]9.99 I 51,39992 1 ~ 51,39992 ~ 1 57,180.08 1 21,180.08 52,579.98
McCkln, Robed H . Jr. E McCkk Karen A. ~ Ld 209A Urtlon Add. IVawad Unbn) 1 1425459-0131 51,799.92 1 51.399 92 1 -5949.94 5149.98 I I 3449 98
TOTALS:1 5182,858.50 11,377.88 1 NBO,N1.52 1 521,313.78 1 f70,3T1.]e 1 ,5288.87 I 570,117.02 5x.690M 1 51,600.00 ~ 5265,127.]8
Page 3 of 3
City of Dubuque -Engineering Division
Final Payment Form
& Grubbing. Inch Diameter
BID ITEM DESCRIPTION UNIT UNIT COST Q O DATE AMOTO DATENED
DEl~OUTiON & RE~AOVAL
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
PAYMENT NO: COUNCIL FINAL DATE: June 26, 2009
PROJECT NAME: RUSH STREET (BRYANT-VILLA) RECONSTRUCTION
CONTRACTOR: Horsfield Construction, Inc. CONTRACT AMOUNT: $1,657,853.10
Remove Pavement
Remove Curb & Gutter
Abandon Existing Pipe
Remove Existing Manhole
Remove Existing Storm Intake
Remove, Salvage and Replace Brick Pavers
ExcAVATroN ~ STONE
Excavation, Unclassified
Excavation, Rock
Backfill, Limestone
Backfill, Topsoil
Granular Sub-Base
Graded Stone Base
3" Crushed Stone Base
Trench Stabilization Stone
PAVEMENT
PC Concrete Pavement, (7") w/ Integral Curb, Class "C"
HMA 300k Surface Course, 1/2" (PG 64-22)
Fixture Adjustment
PC Concrete Driveway, 6", Remove & Construct
PC Concrete Sidewalk, 4", Construct
PC Concrete Sidewalk, 4", Remove & Construct
PC Concrete Sidewalk, 6", Construct
PC Concrete Sidewalk, 6", Remove & Construct
PC Concrete Sidewalk, Exposed Aggregate, 6", Remove & Construct
PC Concrete Curb and Gutter, 2.5', Construct
PC Concrete Steps, Remove & Construct
PC Concrete Access Ramp, Detectable
6" Subdrain, Perforated Plastic Drain Tile
Reinforcing Steel, #4 Epoxy Coated, Furnish and Install
STQRM SEWER
Intake 101-B
Intake 101-B, Special
Intake 104-B
Reconstruct, Intake 101-B
Manhole 48" Diameter, Complete
12" PVC, Schedule 40 w./22 112 Degree 12" Bend
Manhole 72" Diameter, Complete
Storm Sewer, 15" RCP, CL III
Storm Sewer, 18" RCP, CL III
Storm Sewer, 21" RCP, CL III
Storm Sewer, 30" RCP, CL III
Storm Water Curb Opening Neenah R-3262-3
Existing Drain Tile Connection to InIeUCurb Opening
SANITARY SEWER
6" PVC w./Bedding
8" PVC w./Bedding
48" Diameter Manhole Base
48" Diameter Manhole Sidewall
48" Diameter Drop Manhole Sidewall
Manhole Frame & Cover
49 4" PVC Lateral w./Bedding
50 8"x4" PVC Wye
51 8"x6" PVC Wye
52 8"x8" PVC Wye
53 8"x6" PVC Eccentric Reducer
ID
SY
LF
CY
Each
Each
SF
CY
CY
Ton
SY
Ton
Ton
Ton
Ton
$18.00
$5.00
$2.00
$100.00
$250.00
$250.00
$10.00
$5.00
$75.00
$4.60
$6.00
$12.50
$11.20
$11.00
$16.00
SY $26.55
Ton
EA $100.00
$150.00
SY $32.50
SF
SF $2.50
$3.00
SF $3.00
SF $3.50
SF
LF $7.00
$13.00
LF $20.00
Each $150.00
LF $8.50
LF $1.00
Each
Each
Each
Each
Each
LS
Each
LF
LF
LF
LF
Each
Each
LF
LF
Each
VF
VF
Each
LF
Each
Each
Each
Each
$1, 500.00
$2, 000.00
$2, 500.00
$1, 300.00
$1, 800.00
$500.00
$2,500.00
$26.50
$34.00
$35.00
$46.00
$86.00
$120.00
$35.00
$25.40
$790.00
$98.00
$115.00
$262.00
$31.45
$180.00
$190.00
$200.00
$210.00
90
230
6,460
0
27
22
114.75
10,832.96
284.80
20, 358.08
2, 687
5,689.64
1,680.53
11,002.17
0
13,639.45
184.79
56
1,042.31
802.40
18,314.51
109.80
8,692.66
0
160.7
66.35
24
6,156.6
2,334
23
0
2
5
7
1
3
1,112.9
217.0
878.6
133.4
14
16
27.1
3,205.00
13
99.96
13.89
13
1, 548.00
68
3
$ 1,sza.oo
$ 1,150.00
$ 12,920.00
$ -
$ 6,750.00
$ 5,500.00
$ 1,147.50
$ 54,164.80
$ 21,360.00
$ 93,647.17
$ 16,122.00
$ 71,120.50
$ 18,821.94
$ 121,023.87
$ 362,127.50
$ 18,479.00
$ 8,400.00
$ 33,875.08
$ 2,006.00
$ 54,943.53
$ 329.40
$ 30,424.31
$ -
$ 2,089.10
$ 1,327.00
$ 3,600.00
$ 52,331.10
$ 2,334.00
$ 34,500.00
$ -
$ 5,000.00
$ 6,500.00
$ 12,600.00
$ 500.00
$ 7,500.00
$ 29,491.85
$ 7,378.00
$ 30,752.40
$ 6,136.40
$ 1,204.00
$ 1,920.00
$ 948.50
$ 81,407.00
$ 10,270.00
$ 9,796.08
$ 1,597.35
$ 3,406.00
$ 48,684.60
$ 12,240.00
$ 570.00
$ 200.00
$ 630.00
54 Locate Existing Lateral/Exploration Each $150.00 72 $ 10,800.00
55 4" DIP, Class 52 w./Polywrap LF $25.50 43.5 $ 1,109.25
56 6" DIP, Class 52 w./Polywrap LF $26.00 3,489.3 $ 90,722.84
57 4" Mega Lug MJ Each $30.00 11 $ 330.00
58 6" Mega Lug MJ Each $50.00 93 $ 4,650.00
59 6" Bend MJ x MJ Each $190.00 11 $ 2,090.00
60 6"x4" Reducer Each $180.00 4 $ 720.00
61 4" Valve MJ w/Box Each $590.00 1 $ 590.00
62 6" Valve MJ w/Box Each $650.00 26 $ 16,900.00
63 6"x6"x4" Anchoring Tee MJ Each $285.00 1 $ 285.00
64 6"x6"x6" Anchoring Tee MJ Each $340.00 15 $ 5,100.00
65 4" - 441 Sleeve Each $235.00 3 $ 705.00
66 6" - 441 Sleeve Each $250.00 2 $ 500.00
67 Hydrant MJ Each $2,490.00 8 $ 19,920.00
68 Tracer Wire Access Box Each $100.00 6 $ 600.00
69 Copper Tracer Wire LF $0.15 3,552.81 $ 532.92
70 3/4" Copper Service Line TYPE K LF $21.40 646.5 $ 13,835.10
71 1" Copper Service Line TYPE K LF $35.00 27.0 $ 945.00
72 1 1/4" Copper Service Line TYPE K LF $50.00 8.00 $ 400.00
73 Water Service Lines Stop Box, Curb Stop, Tap Installation 3/4" Each $500.00 20 $ 10,000.00
74 314" Copper Service Reconnect Each $300.00 47 $ 14,100.00
75 1" Copper Service Reconnect Each $325.00 1 $ 325.00
76 1 1/4" Copper Service Reconnect Each $400.00 1 $ 400.00
77 Insulation Board, 2-Inch SY $10.00 7.1 $ 71.00
78 Conduit, 4" PVC Sch 40 w/Trace Wire LF $9.50 396.1 $ 3,762.95
79 Conduit, 4" PVC Sch 40 w/Trace Wire (with 4-1" HDPE Inside) LF $11.40 3,649.6 $ 41,605.44
80 Fiber Optics Junction Vault, Precast Concrete, Depth 2' Each $2,100.00 18 $ 37,800.00
81 Fiber Optics Junction Vault, Precast Concrete, Depth 3' Each $2,200.00 1 $ 2,200.00
MiSGEI.LANEOl1S
82 Sawcut, Concrete LF $3.00 679.5 $ 2,038.50
83 Sawcut, Asphalt LF $3.00 255.6 $ 766.80
84 Remove and Replace w.! New Hand Railing LF $35.00 7.0 $ 245.00
85 Sod SY $5.50 2,934 $ 16,137.00
86 Watering MGAL $47.00 81.812 $ 3,845.16
87 Tree Preservation Measures LS $500.00 1 $ 500.00
88 Dust Control Surface Treatment MGAL $20.00 0 $ -
89 Erosion Control Plan -Operating Procedures LS $1,000.00 1 $ 1,000.00
90 Traffic Control & Safety Control LS $18,750.00 1 $ 18,750.00
91 Sign Post, Removal & Installation EACH $150.00 27 $ 4,050.00
92 Wooden Fence, 48", Remove and Replace LF $15.00 0 $ -
93 Adjust Water Service Stop Box Each $125.00 36 $ 4,500.00
94 Mobilization LS $8,500.00 1 $ 8,500.00
TOTAL AMOUNT EARNED TO DATE: $ 1,652,177.94
CHANt3E ORDER (RUSH STREET) • E~ N~"#E~t
C1 Install DIP drop manhole in lieu of PVC drop (off PSMH #3
C1 Sawing of storm manholes
C1 Repair water main break on 9/8/2007
C3 Re-trimming & Re-setting of Grades for Paving (1+50 - 7+00 )
C3 Extra for 12" PVC and Manhole Core @PSMH#10
C3 Extra for 3 Hydrant Extensions
C3 Handicap Access @ the East End of St. Columbkill's School
C4 Furnish & Install 16" DIP, Class 52 w./Polywrap Storm Sewer
C5 Repair water main break on 4/7/2008
LS $1,098.25 1 $ 1,098.25
LS $500.00 1 $ 500.00
LS $1,239.00 1 $ 1,239.00
LS $2,735.00 1 $ 2,735.00
LS $1,964.00 1 $ 1,964.00
LS $1,275.00 1 $ 1,275.00
LS $9,177.45 1 $ 9,177.45
LF $63.00 29.0 $ 1,827.00
LS $984.00 1 $ 984.00
TOTAL AMOUNT EARNED TO DATE -CHANGE ORDERS: $ 20,799.70
TOTAL AMOUNT EARNED TO DATE: $ 1,672,977.64
TOTAL DUE CONTRACTOR: $1,672,977.64
ENGINEERING: $188,482.28
TOTAL CONSTRUCTION COST: 51,881,439.92
TE OF THE CITY MANAGER:
I hereby certify that the above statement shows in detail the correct amount I work required to complete the above improvement.
APPROVED:
Michael Van Milligen, City Manager
City of Dub e
APPROVED:
Gus Psihoyos, City Engineer
City of Dubuque, Iowa
CERTIFICATE OF THE
The undersigned,
~.{-nC-. contractor for the above improvement, does hereby
accept the above "Total Due Contractor", as full settlement for all claims for said improvement.
CONTRACTOR: ! T F517~ ~'~ r~ri
7
BY:
TITLE: 12
DATE: (~' ~'(
City of Dubuque -Engineering Division
Final Payment Form
PAYMENT NO: COUNCIL FINAL DATE: June 26, 2009
PROJECT NAME: RUSH STREET (BRYANT-VILLA) RECONSTRUCTION
CONTRACTOR: Horsfield Construction, Inc. CONTRACT AMOUNT: $1,657,853.10
BID ITEM DESCRIPTION UNIT UNIT COST QUANTITY
TO DATE
oE~vunor~ & R~+rwvAL ,.
1 Clearing 8 Grubbing, Inch Diameter ID $18.00 90
2 Remove Pavement SY $5.00 230
9
10
11
12
13
14
15
16
17
16
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
Remove Curb & Gutter
Abandon Existing Pipe
Remove Existing Manhole
Remove Existing Storm Intake
Remove, Salvage and Replace Brick Pavers
Exc~vanori s sTr3rrE
Excavation, Unclassified
Excavation, Rock
Backfill, Limestone
Backfill, Topsoil
Granular Sub-Base
Graded Stone Base
3" Crushed Stone Base
Trench Stabilization Stone
PAl/EI~IENT
PC Concrete Pavement, (7") w/ Integral Curb, Class "C"
HMA 300k Surface Course, 1/2" (PG 64-22)
Fixture Adjustment
PC Concrete Driveway, 6", Remove & Construct
PC Concrete Sidewalk, 4", Construct
PC Concrete Sidewalk, 4", Remove 8 Construct
PC Concrete Sidewalk, 6", Construct
PC Concrete Sidewalk, 6", Remove & Construct
PC Concrete Sidewalk, Exposed Aggregate, 6", Remove & Construct
PC Concrete Curb and Gutter, 2.5', Construct
PC Concrete Steps, Remove & Construct
PC Concrete Access Ramp, Detectable
6" Subdrain, Perforated Plastic Drain Tile
Reinforcing Steel, #4 Epoxy Coated, Furnish and Install
3Tt3R111 S@IAiER
Intake 101-B
Intake 101-B, Special
Intake 104-B
Reconstruct, Intake 101-B
Manhole 48" Diameter, Complete
12" PVC, Schedule 40 w./22 1/2 Degree 12" Bend
Manhole 72" Diameter, Complete
Storm Sewer, 15" RCP, CL III
Stonn Sewer, 18" RCP, CL III
Storm Sewer, 21" RCP, CL III
Storm Sewer, 30" RCP, CL III
Storm Water Curb Opening Neenah R-3262-3
Existing Drain Tile Connection to InIeUCurb Opening
SANCfARY SEWER
6" PVC w./Bedding
8" PVC w./Bedding
48" Diameter Manhole Base
48" Diameter Manhole Sidewall
48" Diameter Drop Manhole Sidewall
Manhole Frame & Cover
4" PVC Lateral w./Bedding
8"x4" PVC Wye
8"x6" PVC Wye
8"x8" PVC Wye
8"x6" PVC Eccentric Reducer
LF
CY
Each
Each
SF
CY
CY
Ton
SY
Ton
Ton
Ton
Ton
SY
Ton
EA
SY
SF
SF
SF
SF
SF
LF
LF
Each
LF
LF
Each
Each
Each
Each
Each
LS
Each
LF
LF
LF
LF
Each
Each
LF
LF
Each
VF
VF
Each
LF
Each
Each
Each
Each
$2.00
$100.00
$250.00
$250.00
$10.00
$5.00
$75.00
$4.60
$6.00
$12.50
$11.20
$11.00
$16.00
$26.55
$100.00
$150.00
$32.50
$2.50
$3.00
$3.00
$3.50
$7.00
$13.00
$20.00
$150.00
$8.50
$1.00
$1, 500.00
$2,000.00
$2, 500.00
$1, 300.00
$1,800.00
$500.00
$2,500.00
$26.50
$34.00
$35.00
$46.00
$86.00
$120.00
$35.00
$25.40
$790.00
$98.00
$115.00
$262.00
$31.45
$180.00
$190.00
$200.00
$210.00
6,460
0
27
22
114.75
10,832.96
284.80
20,358.08
2,687
5,689.64
1, 680.53
11,002.17
0
13,639.45
184.79
56
1,042.31
802.40
18,314.51
109.80
8,692.66
0
160.7
66.35
24
6,156.6
2,334
23
7
1
3
1,112.9
217.0
878.6
133.4
14
16
27.1
3,205.00
13
99.96
13.89
13
1,548.00
68
3
1
3
AMOUNT EARNED
TO DATE
$ 1,620.00
$ 1,150.00
$ 12,920.00
$ -
$ 6,750.00
$ 5,500.00
$ 1,147.50
$ 54,164.80
$ 21,360.00
$ 93,647.17
$ 16,122.00
$ 71,120.50
$ 18,821.94
$ 121,023.87
$ -
$ 362,127.50
$ 18,479.00
$ 8,400.00
$ 33,875.08
$ 2,006.00
$ 54,943.53
$ 329.40
$ 30,424.31
$ -
$ 2,089.10
$ 1,327.00
$ 3,600.00
$ 52,331.10
$ 2,334.00
$ 34,500.00
$ -
$ 5,000.00
$ 6,500.00
$ 12,600.00
$ 500.00
$ 7,500.00
$ 29,491.85
$ 7,378.00
$ 30,752.40
$ 6,136.40
$ 1,204.00
$ 1,920.00
$ 948.50
$ 81,407.00
$ 10,270.00
$ 9,796.08
$ 1,597.35
$ 3,406.00
$ 48,684.60
$ 12,240.00
$ 570.00
$ 200.00
$ 630.00
CERTIFICATE OF THE CITY MANAGER:
I hereby certify that the above statement shows in detail the correct amou fall work required to complete the above improvement.
APPROVED:
Michael Van Milligen, C' er
City of Dubu , I a
APPROVED:
Gus Psihoyos, City Engineer
City of Dubuque, Iowa
CERTIFICATE OF THE CONTRACTOR:
The undersigned, ~ r~ ~ C_.pr~5 ~~wt ~C contractor for the above improvement, does hereby
accept the above "Total Due Contractor", as full settlement for all claims for sa~id0im~provement. -~,,., 1 - ~, 7~
CONTRACTOR: ~ j ]~~/` ~~~i 1 r ~'~I IOYI _L/jC_
BY: `~
TITLE: P~ ~/~//f I ~~'~'r~c`GG/' ,
DATE: (p 1~~~~
54 Locate Existing Lateral/Exploration
CATER MAIN
55 4" DIP, Class 52 w.lPolywrap
56 6" DIP, Class 52 w.JPolywrap Each
LF
LF $150.00
$25.50
$26.00 72
43.5
3,489.3 $
$
$ 10,800.00
1,109.25
90,722.84
57 4" Mega Lug MJ Each $30.00 11 $ 330.00
58 6" Mega Lug MJ Each $50.00 93 $ 4,650.00
59 6" Bend MJ x MJ Each $190.00 11 $ 2,090.00
60 6"x4" Reducer Each $180.00 4 $ 720.00
61 4" Valve MJ w/Box Each $590.00 1 $ 590.00
62 6" Valve MJ w/Box Each $650.00 26 $ 16,900.00
63 6"x6"x4" Anchoring Tee MJ Each $285.00 1 $ 285.00
64 6"x6"x6" Anchoring Tee MJ Each $340.00 15 $ 5,100.00
65 4" - 441 Sleeve Each $235.00 3 $ 705.00
66 6" - 441 Sleeve Each $250.00 2 $ 500.00
67 Hydrant MJ Each $2,490.00 8 $ 19,920.00
68 Tracer Wire Access Box Each $100.00 6 $ 600.00
69 Copper Tracer Wire LF $0.15 3,552.81 $ 532.92
70 314" Copper Service Line TYPE K LF $21.40 646.5 $ 13,835.10
71 1" Copper Service Line TYPE K LF $35.00 27.0 $ 945.00
72 1 1/4" Copper Service Line TYPE K LF $50.00 8.00 $ 400.00
73 Water Service Lines Stop Box, Curb Stop Tap Installation 3/4" Each $500.00 20 $ 10,000.00
74 3/4" Copper Service Reconnect Each $300.00 47 $ 14,100.00
75 1"Copper Service Reconnect Each $325.00 1 $ 325.00
76 1 114" Copper Service Reconnect Each $400.00 1 $ 400.00
77 Insulation Board, 2-Inch SY $10.00 7.1 $ 71.00
FIBER dPTIC3
78 Conduit, 4" PVC Sch 40 wlTrace Wire LF $9.50 396.1 $ 3,762.95
79 Conduit, 4" PVC Sch 40 w/Trace Wire (with 4-1" HDPE Inside) LF $11.40 3,649.6 $ 41,605.44
80 Fiber Optics Junction Vault, Precast Concrete Depth 2' Each $2,100.00 18 $ 37,800.00
81 Fiber Optics Junction Vault, Precast Concrete, Depth 3' Each $2,200.00 1 $ 2,200.00
MtSC6l.LAtiEOUS
82 Sawcut, Concrete LF $3.00 679.5 $ 2,038.50
83 Sawcut, Asphalt LF $3.00 255.6 $ 766.80
84 Remove and Replace w.J New Hand Railing LF $35.00 7.0 $ 245.00
85 Sad SY $5.50 2,934 $ 16,137.00
86 Watering MGAL $47.00 81.812 $ 3,845.16
87 Tree Preservation Measures LS $500.00 1 $ 500.00
88 Dust Control Surface Treatment MGAL $20.00 0 $ -
89 Erosion Control Plan -Operating Procedures LS $1,000.00 1 $ 1,000.00
90 Traffic Control & Safety Control LS $18,750.00 1 $ 18,750.00
91 Sign Post, Removal & Installation EACH $150.00 27 $ 4,050.00
92 Wooden Fence, 48", Remove and Replace LF $15.00 0 $ -
93 Adjust Water Service Stop Box Each $125.00 36 $ 4,500.00
94 Mobilization LS $8,500.00 1 $ 8,500.00
TOTAL AMOUNT EARNED TO DATE: $ 1,652,177.94
CHANGE ORDER (RUStI STREET) -EXTRA WORE{ ITEMS
C1 Install DIP drop manhole in lieu of PVC drop lrD PSMH #3
C1 Sawing of storm manholes
C1 Repairwater main break on 9/8/2007
C3 Re-trimming 8 Re-setting of Grades for Pavin (1+50 - 7+00 )
C3 Extra for 12" PVC and Manhole Core PSMH#10
C3 Extra for 3 Hydrant Extensions
C3 Handicap Access @ the East End of St. Columbkill's School
C4 Furnish & Install 16" DIP, Class 52 w./Polywrap Storm Sewer
C5 Repair water main break on 4/7/2008
LS $1,098.25 1 $ 1,098.25
LS $500.00 1 $ 500.00
LS $1,239.00 1 $ 1,239.00
LS $2,735.00 1 $ 2,735.00
LS $1,964.00 1 $ 1,964.00
LS $1,275.00 1 $ 1,275.00
LS $9,177.45 1 $ 9,177.45
LF $63.00 29.0 $ 1,827.00
LS $984.00 1 $ 984.00
TOTAL AMOUNT EARNED TO DATE -CHANGE ORDERS: $ 20,799.70
TOTAL AMOUNT EARNED TO DATE: $ 1,672,977.64
TOTAL DUE CONTRACTOR: $1,672,977.84
ENGINEERING: $188,462.28
TOTAL CONSTRUCTION COST: $1,861,439.92
City of Dubuque -Engineering Division
Final Payment Form
PAYMENT NO: COUNCIL FINAL DATE
PROJECT NAME: RUSH STREET (BRYANT-VILLA) RECONSTRUCTION
CONTRACTOR: Horsfield Construction, Inc. CONTRACT AMOUNT:
BID ITEM DESCRIPTION
QEMOUTION ~ REItIG1VAL
1 Clearing & Grubbing, Inch Diameter
2 Remove Pavement
3 Remove Curb & Gutter
4 Abandon Existing Pipe
5 Remove Existing Manhole
6 Remove Existing Storm Intake
7 Remove. Salvage and Replace Brick Pavers
EXGAVATiON & STONE
8 Excavation, Unclassified
9 Excavation, Rock
10 Backfill, Limestone
11 Backfill, Topsoil
12 Granular Sub-Base
13 Graded Stone Base
14 3" Crushed Stone Base
15 Trench Stabilization Stone
PAVEMENT
16 PC Concrete Pavement, (7") w/Integral Curb, Class "C"
17 HMA 300k Surface Course, 1/2" (PG 64-22)
18 Fixture Adjustment
19 PC Concrete Driveway, 6", Remove & Construct
20 PC Concrete Sidewalk, 4", Construct
21 PC Concrete Sidewalk, 4", Remove & Construct
22 PC Concrete Sidewalk, 6", Construct
23 PC Concrete Sidewalk, 6", Remove & Construct
24 _PC Concrete Sidewalk, Exposed Aggregate, 6", Remove & Construct
25 PC Concrete Curb and Gutter, 2.5', Construct
26 PC Concrete Steps, Remove & Construct
27 PC Concrete Access Ramp, Detectable
28 6" Subdrain, Perforated Plastic Drain Tile
29 Reinforcing Steel, #4 Epoxy Coated, Furnish and Install
STORM SEWER.
30 Intake 101-B
31 Intake 101-B, Special
32 Intake 104-B
33 Reconstruct, Intake 101-B
34 Manhole 48" Diameter, Complete
35 12" PVC, Schedule 40 w./22 1/2 Degree 12" Bend
36 Manhole 72" Diameter, Complete
37 Storm Sewer, 15" RCP, CL III
38 Storm Sewer, 18" RCP, CL III
39 Storm Sewer, 21" RCP, CL III
40 Storm Sewer, 30" RCP, CL III
41 Storm Water Curb Opening Neenah R-3262-3
42 Existing Drain Tile Connection to Inlet/Curb Opening
8AN1TAR1`SEWER
43 6" PVC w.lBedding
44 8" PVC w./Bedding
45 48" Diameter Manhole Base
46 48" Diameter Manhole Sidewall
47 48" Diameter Drop Manhole Sidewall
48 Manhole Frame & Cover
49 4" PVC Lateral w./Bedding
50 8"x4" PVC Wye
51 8"x6" PVC Wye
52 8"x8" PVC Wye
53 8"x6" PVC Eccentric Reducer
UNIT UNIT COST (T AMO
NED
O DATE TO DATE
ID $18.00 90 $ 1,620.00
SY $5.00 230 $ 1,150.00
LF $2.00 6,460 $ 12,920.00
CY $100.00 0 $ -
Each $250.00 27 $ 6,750.00
Each $250.00 22 $ 5,500.00
SF $10.00 114.75 $ 1,147.50
CY $5.00 10,832.96 $ 54,164.80
CY $75.00 284.80 $ 21,360.00
Ton $4.60 20,358.08 $ 93,647.17
SY $6.00 2,687 $ 16,122.00
Ton $12.50 5,689.64 $ 71,120.50
Ton $11.20 1,680.53 $ 18,821.94
Ton $11.00 11,002.17 $ 121,023.87
Ton $16.00 0 $ -
June 26, 2009
$1.657.853.10
SY $26.55 13,639.45
Ton $100.00 184.79
EA $150.00 56
SY $32.50 1,042.31
SF $2.50 802.40
SF $3.00 18,314.51
SF $3.00 109.80
SF $3.50 8,692.66
SF $7.00 0
LF $13.00 160.7
LF $20.00 66.35
Each $150.00 24
LF $8.50 6,156.6
LF $1.00 2,334
Each $1,500.00 23
Each $2,000.00 0
Each $2,500.00 2
Each $1,300.00 5
Each $1,800.00 7
LS $500.00 1
Each $2,500.00 3
LF $26.50 1,112.9
LF $34.00 217.0
LF $35.00 878.6
LF $46.00 133.4
Each $86.00 14
Each $120.00 16
LF
LF
Each
VF
VF
Each
LF
Each
Each
Each
Each
$35.00
$25.40
$790.00
$98.00
$115.00
$262.00
$31.45
$180.00
$190.00
$200.00
$210.00
27.1
3,205.00
13
99.96
13.89
13
1,548.00
68
3
1
3
$ 362,127.50
$ 18,479.00
$ 8,400.00
$ 33,875.08
$ 2,006.00
$ 54,943.53
$ 329.40
$ 30,424.31
$ -
$ 2,089.10
$ 1,327.00
$ 3,600.00
$ 52,331.10
$ 2,334.00
$ 34,500.00
$ -
$ 5,000.00
$ 6,500.00
$ 12,600.00
$ 500.00
$ 7,500.00
$ 29,491.85
$ 7,378.00
$ 30,752.40
$ 6,136.40
$ 1,204.00
$ 1,920.00
$ 948.50
$ 81,407.00
$ 10,270.00
$ 9,796.08
$ 1,597.35
$ 3,406.00
$ 48,684.60
$ 12,240.00
$ 570.00
$ 200.00
$ 630.00
CERTIFICATE OF THE CITY MANAGER:
I hereby certify that the above statement shows in detail the correct amount of work required to complete the above improvement.
APPROVED:
Michael Van Millige er
City of Dubu ie owa
APPROVED:
Gus Psihoyos, City Engineer
City of Dubuque, Iowa
CERTIFICATE OF THE CONTRACTOR:
The undersigned, ~~G ~j 7`j ~~ ~jvt.~ ~ ,'~'l 1nC.. contractor for the above improvement, does hereby
accept the above "Total Due Contractor", as full settlement for all claims for said improvement.
CONTRACTOR: I " ~ ~ C ~j/tS"~~C.l.~ ~ri ~~
BY:
TITLE: 1 ~ j yC/it / ~,6+s~~
DATE: ~f. /~ (`'~Q ~ ~
54 Locate Existing Lateral/Exploration Each $150.00 72 $ 10,800.00
WA71R MAlltl~` - ,
55 4" DIP, Class 52 w.lPolywrap LF $25.50 43.5 $ 1,109.25
56 6" DIP, Class 52 w./Polywrap LF $26.00 3,489.3 $ 90,722.84
57 4" Mega Lug MJ Each $30.00 11 $ 330.00
58 6" Mega Lug MJ Each $50.00 93 $ 4,650.00
59 6" Bend MJ x MJ Each $190.00 11 $ 2,090.00
60 6"x4" Reducer Each $180.00 4 $ 720.00
61 4" Valve MJ w/Box Each $590.00 1 $ 590.00
62 6" Valve MJ w/Box Each $650.00 26 $ 16,900.00
63 6"x6"x4" Anchoring Tee MJ Each $285.00 1 $ 285.00
64 6"x6"x6" Anchoring Tee MJ Each $340.00 15 $ 5,100.00
65 4" - 441 Sleeve Each $235.00 3 $ 705.00
66 6" - 441 Sleeve Each $250.00 2 $ 500.00
67 Hydrant MJ Each $2,490.00 8 $ 19,920.00
68 Tracer Wire Access Box Each $100.00 6 $ 600.00
69 Copper Tracer Wire LF $0.15 3,552.81 $ 532.92
70 3/4" Copper Service Line TYPE K LF $21.40 646.5 $ 13,835.10
71 1" Copper Service Line TYPE K LF $35.00 27.0 $ 945.00
72 1 1/4" Copper Service Line TYPE K LF $50.00 8.00 $ 400.00
73 Water Service Lines Stop Box, Curb Stop, Tap Installation 314" Each $500.00 20 $ 10,000.00
74 3!4" Copper Service Reconnect Each $300.00 47 $ 14,100.00
75 1" Copper Service Reconnect Each $325.00 1 $ 325.00
76 1 114" Copper Service Reconnect Each $400.00 1 $ 400.00
77 Insulation Board, 2-Inch SY $10.00 7.1 $ 71.00
FBER OPTICS
78 Conduit, 4" PVC Sch 40 wlfrace Wire LF $9.50 396.1 $ 3,762.95
79 Conduit, 4" PVC Sch 40 w/Trace Wire (with 4-1" HDPE Inside) LF $11.40 3,649.6 $ 41,605.44
80 Fiber Optics Junction Vault, Precast Concrete, Depth 2' Each $2,100.00 18 $ 37,800.00
81 Fiber Optics Junction Vault, Precast Concrete, Depth 3' Each $2,200.00 1 $ 2,200.00
M19CEGLAIVEOUS
82 Sawcut, Concrete LF $3.00 679.5 $ 2,038.50
83 Sawcut, Asphalt LF $3.00 255.6 $ 766.80
84 Remove and Replace w./ New Hand Railing LF $35.00 7.0 $ 245.00
85 Sod SY $5.50 2,934 $ 16,137.00
86 Watering MGAL $47.00 81.812 $ 3,845.16
87 Tree Preservation Measures LS $500.00 1 $ 500.00
88 Dust Control Surface Treatment MGAL $20.00 0 $ -
89 Erosion Control Plan -Operating Procedures LS $1,000.00 1 $ 1,000.00
90 Traffic Control & Safety Control LS $18,750.00 1 $ 18,750.00
91 Sign Post, Removal & Installation EACH $150.00 27 $ 4,050.00
92 Wooden Fence, 48", Remove and Replace LF $15.00 0 $ -
93 Adjust Water Service Stop Box Each $125.00 36 $ 4,500.00
94 Mobilization LS $8,500.00 1 $ 8,500.00
TOTAL AMOUNT EARNED TO DATE: $ 1,652,177.94
CIIANOE ORf)ER (RUSH STREET) -EXTRA WQRK ITEMS
C1 Install DIP drop manhole in lieu of PVC drop @PSMH #3 LS $1,098.25 1 $ 1,098.25
C1 Sawing of storm manholes LS $500.00 1 $ 500.00
C1 Repair water main break on 9/8!2007 LS $1,239.00 1 $ 1,239.00
C3 Re-trimming & Re-setting of Grades for Paving (1+50 - 7+00) LS $2,735.00 1 $ 2,735.00
C3 Extra for 12" PVC and Manhole Core @PSMH#10 LS $1,964.00 1 $ 1,964.00
C3 Extra for 3 Hydrant Extensions LS $1,275.00 1 $ 1,275.00
C3 Handicap Access @ the East End of St. Columbkill's School LS $9,177.45 1 $ 9,177.45
C4 Furnish & Install 16" DIP, Class 52 w./Polywrap Storm Sewer LF $63.00 29.0 $ 1,827.00
CS Repair water main break on 4/7/2008 LS $984.00 1 $ 984.00
TOTAL AMOUNT EARNED TO DATE -CHANGE ORDERS: $ 20,799.70
TOTAL AMOUNT EARNED TO DATE: $ 1,672,977.64
TOTAL DUE CONTRACTOR: $1,672,977.64
ENGINEERING:
$188,462.28
TOTAL CONSTRUCTION COST: $1,861,439.92