Fifth Street Reconstruction_Alpine to HillTHE CITY OF
DuB E MEMORANDUM
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March 26, 2007 ~ ~ o
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TO: The Honorable Mayor and City Council Members ~ rn
FROM: Michael C. Van Milligen, City Manager
SUBJECT: 5th Street Reconstruction Project -Alpine Street to Hill Street
CIP 3001953 -Fiscal Year 2008 Street Construction Program
Sealed bids were received for the 5th Street Reconstruction Project -Alpine Street to
Hill Street. City Engineer Gus Psihoyos recommends award of the contract to the low
bidder, Horsfield Construction, Inc., in the amount of $764,204.90, which is 19.45%
under the engineer's estimate of probable cost.
I concur with the recommendation and respectfully request Mayor and City Council
approval.
2- ~` /z, ~
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Michael C. Van Milligen
MCVM/jh
Attachment
cc: Barry Lindahl, City Attorney
Cindy Steinhauser, Assistant City Manager
Gus Psihoyos, City Engineer
THE CITY OF
Du$ E MEMORANDUM
~~-~
March 26, 2007
TO: Michael C. Van Milligen, City Manager
FROM: Gus Psihoyos, City Engineer ~~r/
!. ' l .
SUBJECT: 5th Street Reconstruction Project -Alpine Street to Hill Street
CIP 3001953 -Fiscal Year 2008 Street Construction Program
INTRODUCTION
The enclosed resolutions authorize the award of the construction contract for the 5th Street
Reconstruction Project -Alpine Street to Hill Street.
BACKGROUND
The 5th Street Reconstruction Project -Alpine Street to Hill Street will provide for the
reconstruction of underground utilities, roadway sub-base and the construction of a new 31-
foot wide concrete roadway between Alpine Street and Hill Street.
The project will incorporate upgrades to the existing sanitary sewer system that include:
the complete reconstruction of approximately 1,255 lineal feet of 8-inch mainline sewer; the
reconstruction of 7 deteriorated brick manholes; and the replacement of 46 private sanitary
sewer laterals. The cost for the individual sanitary sewer lateral replacements will be
assessed to each respective private property owner.
The project will also include the reconstruction of approximately 1300 lineal feet of
watermain, mainline valves, fire hydrants, and the replacement of 23 lead residential water
services. The cost of the individual lead residential water service replacements will be
assessed to each respective private property owner.
The project also provides for the construction of approximately 1,230 lineal feet of new
storm sewer and 13 catch basins to improve the stormwater conveyance in the area; the
installation of fiber optics and telecommunications conduit infrastructure; and the
replacement of existing sidewalks along both sides of West 5th Street.
City staff met with the City Forester on this project to discuss the condition and impact to
the existing City trees within the project corridor. There is one mature tree in this corridor.
No trees will be removed as part of this project.
BID RESULTS
Sealed bids were received on the project on March 22, 2007. Horsfield Construction, Inc.,
of Epworth, Iowa, submitted the low bid in the amount of $764,204.90. This amount is
19.45% under the engineer's estimate of probable cost. A summary of the bid proposals
received are as follows:
Contractor Name Total Bid
Horsfield Construction, Inc. $764,204.90
Tschiggfrie Excavating $859,685.87
Portzen Construction, Inc. $936,866.25
RECOMMENDATION
I recommend that the contract be awarded to Horsfield Construction, Inc. in the amount of
$764,204.90.
PROJECT COST -BUDGET IMPACT
The estimate of probable costs for the 5th Street Reconstruction Project -Alpine Street to
Hill Street is summarized as follows:
Construction Contract
Cost Estimate
$948,716.65
94,871.67
Rirl ~warrl
Contingency (10%)
Construction Engineering & Inspection (15%)
The estimated project category costs are as follows:
$764,204.90
94,871.67
156, 538.25 156, 538.25
$ 1,200,126.57 $1,015,614.82
Cost Summary/Description
Street Construction Improvements
Special Assessment -Street Improvement, Residential Properties
Special Assessment -Street Improvement, Commercial Properties
Special Assessment -Street Improvement Deficiency, Paid by the City
Special Assessment -Water Services, Residential Properties
Special Assessment -Sanitary Sewer Lateral, Residential Properties
Watermain Improvements
Sanitary Sewer Improvements
Storm Sewer Improvements
Fiber Optic Conduit
Total Project Cost
Amount
$ 468,762.26
103,316.92
2,921.36
221.05
35,213.99
58,429.09
101,209.50
101,829.40
100,875.00
42,836.25
$1,015,614.82
The project funding summary is as follows:
CIP No. Fund Description
3001953 Street Construction Program
Special Assessment -Funding Total
7401405 Watermain Replacement Program
7101638 Street Program Related Sanitary Sewer Improvements
7201914 W. 5th Street (Alta Vista to Hill) Storm Sewer Improvements
1021017 Fiber Optic Conduit -Paving Projects
Total Project Funding
Fund Amount
$ 468,983.31
199,881.36
101,209.50
101, 829.40
100,875.00
42,836.25
$1,015,614.82
The 5th Street Reconstruction Project -Alpine Street to Hill Street will be funded through
the annual capital improvement project appropriation of City funds as noted above in the
amount of $815,733.45. The project, as outlined, will require Special Assessments in the
amount of $199,881.36 and expenditure from the FY 2008 Annual Street Construction
Program (Funded through Local Option Sales Tax) in the amount of $468,983.31.
ACTION TO BE TAKEN
recommend that the City Council adopt the attached resolution awarding the 5th Street
Reconstruction Project -Alpine Street to Hill Street to Horsfield Construction, Inc. in the
amount of $764,204.90.
Prepared by: Jon Dienst, Civil Engineer
Greg Doeden, Civil Engineer
cc: Jenny Larson, Budget Director
Don Vogt, Public Works Director
John Klostermann, Public Works
Bob Green, Water Plant Manager
Bob Schiesl, Assistant City Engineer
Deron Muehring, Civil Engineer
Dave Ness, Civil Engineer
CITY OF DUBUQUE -ENGINEERING DIVISION -BID TABULATION SHEET
BID TABULATION FOR: WEST $TH STREET (ALPINE -HILL) RECONSTRUCTION BID DATE: March 22, 2007 BIDDER: Horsfield Constr., Inc. BIDDER: Tsehiggfrie Excavating Co. BIDDER: Portzen Construction, Inc.
UNIT I E
TE
BID ITEM DESCRIPTION QUANTITY COST
UN T COST UNIT COST TOTAL COST
BASE BID:
DEMOLITION 8 REMOVAL ,
1 Remove Pavement SY 130 $ 6.70
2 Remove Cwb 8 Gutter LF 2,450 $ 2.80
3 Abandon Existing Pipe CY 70 $ 100.00
4 Remove Existing Manhole Each 9 $ 365.00
5 Remove Existing Stonn Intake Each 9 $ 365.00
671.00 $5.00 $650.00
860.00 $2.00 $4,900.00
ooo.oo $1oo.oa $7,000.00
285.00 $250.00 $2,250.00
285.00 $250.00 $2,250.00
6 Excavation, UnGassified CY 3,045 $ 6.30 $ 19,183.50
7 Excavation, Rock CY 100 $ 100.00 $ 10,000.00
8 Backfill, Limestone Ton 12,200 $ 7.00 $ 85,400.00
9 Backfill Topsoil SY 1,295 $ 3.05 E 3,949.75
10 Granular Sub-Base Ton 1,200 $ 13.70 $ 16,440.00
11 Graded Stone Base Ton 600 $ 13.70 $ 8,220.00
12 3" Crushed Stone Base Ton 4,000 $ 12.25 $ 49,000.00
13 Trench Stabilization Stone Ton 200 $ 11.80 $ 2,360.00
PAVEMENT
14 PC Concrete Pavement, (7") w! Integral Curb, Class "C' SV 4,695 $ 29.65
15 HMA 300k Surface Course, 112" (PG 64-22)
16 Fixture Adjustment Ton
EA 200
35 $
$ 110.00
190.00
17 PC Concrete Driveway, 6", Remove & ConsWCt SY 300 $ 40.25
1 B PC Concrete Sidewalk, 4", Remove 8 Construct SF 8,910 $ 4.50
19 PC Concrete Sidewalk, 6", Remove 8 Construct SF 895 $ 5.00
20 PC Concrete Curb and Gurier, 2.5', Construct LF 100 S 19.00
21 PC Concrete Steps, Remove 8 Construct LF 110 $ 44.00
22 PC Concrete Access Ramp, Detectable Each 12 $ 175.00
23 6" Subdrain, Pertorated Plastic Drain Tile LF 2,470 S 9.00
STORM SEWER
24 Intake 101-8 Each 13 $ 1,770.00
25 Manhole 48" Diameter, Complete Each 1 S 2,590.00
26 Manhole 72" Diameter, Complete Each 4 $ 4,250.00
27 Manhole 84" Diameter, Complete Each 1 $ 5,365.00
26 Storm Sewer, 15" RCP, CL III LF 435 $ 28.00
29 Storm Sewer, 18" RCP, CL III LF 20 $ 31.00
30 Storm Sewer, 21" RCP, CL III LF 40 $ 37.00
31 Storm Sewer, 36" RCP, CL III LF 100 $ 57.00
32 Storm Sewer, 42" RCP, CL III LF 455 $ 67.00
33 Storm Sewer, 34"x53" Elliptical RCP, CL III LF 180 $ 105.00
34 Storm Water Curb Opening Neenah R-3262-3 Each 9 $ 124.20
35 Existing Drain Tile Connection to InIeVCurb Opening Each 9 $ 123.00
36 Tie Into Existing 3.5' x 6.0' Stone Arch Storm Sewer ~ Hill Street LS 1 $ 2,500.00
$5.00 $15,225.00
$50.00 $5,000.00
$5.00 $61,000.00
$s.oo E7,77o.aa
$12.50 $15,000.00
$11.20 $6,720.00
$10.50 $42,000.00
$13.00 $2,600.00
$28.25 $132,633.75
$88.00 $17,600.00
$150.00 $5,250.00
$32.00 $9,600.00
$3.00 $26,730.00
$3.50
$13.00 $3,132.50
$1,300.00
520.00 $2,200.00
$1so.oo $1,szo.oo
$8.50 $20,995.00
$1,500.00 $19,500.00
51,800.00 $1,800.00
$2,500.00 $10,000.00
$4,500.00 $4,500.00
$25.00 $10,875.00
$35.00 $700.00
$40.00 $1,600.00
$50.00 85,000.00
$60.00 $27,300.00
$88.00 $15,840.00
$1zo.oo $1.o6a.oo
$120.00 51,080.00
$1,600.00 $1.600.00
UNIT COST TOTAL COST UNIT COST TOTAL COST
$6.80 $884.00
$2.15 $5,267.50
$97.75 $6,842.50
$295.40 $2.658.60
$295.40 $2.656.60
$6.00 $780.00
$2.50 $6,125.00
$92.00 $6440.00
$350.00 $3,150.00
$250.00 $2,250.00
$6.75 $20,553.75
545.00 $4.500.00
$6.65 $81,130.00
$2.70 $3,496.50
$12.65 $15,180.00
$11.35 $6,810.00
$12.00 $48,000.00
$13.40 $2,680.00
$29.70 $139,441.50
$93.00 $18,600.00
5209.90 $7,346.50
$38.65 $11,595.00
$3.95 $35,194.50
$6.15 $5,504.25
$22.50 $2,250.00
$31.70 $3,487.00
$120.45 $1,445.40
$8.80 $21,736.00
$1,730.60 $22,497.80
$1,736.60 $1,736.60
52,821.65 $11,286.60
$4,022.30 $4,022.30
$31.55 $13,724.25
$33.35 8667.00
$36.45 $1,458.00
$52.20 $5,220.00
$67.70 $30,803.50
$94.70 $17,046.00
$1os.7o $ss1.3o
$33.70 $303.30
$1.521.95 $1,521.95
$6.50 $19,792.50
$35.00 $3,500.00
$6.50 $79,300.00
$5.00 $6,475.00
$13.50 $16,200.00
$20.00 $12,oaa.oo
$11.00 $44,000.00
$10.0o bz.oao.oo
$28.00 $131,460.00
$110.00 $22,000.00
$200.00 $7,000.00
$39.00 $11,700.00
$3.60 $32,076.00
$4.35 $3,893.25
$22.00 $2,200.00
$50.00 $5,500.00
$150.00 $1,800.00
9.5 $23,465.00
$1,650.00 $21,450.00
$2,200.00 $2,200.00
$4,500.00 $18,000.00
$5,500.00 $5,500.00
$30.00 $13,050.00
$32.00 $640.00
$40.00 $1,600.00
$65.00 $6,500.00
$80.00 536,400.00
$110.00 $19,800.00
$1ao.aa Esoo.oo
$75.00 $675.00
$3,500.00 $3,500.00
Bitl Tabulation Sheet 1 of 3
CITY OF DUBUQUE -ENGINEERING DIVISION -BID TABULATION SHEET
BID TABULATION FOR: WEST 5TH STREET (ALPINE -HILL) RECONSTRUCTION BID DATE: March 22, 2007
BID ITEM DESCRIPTION UNIT QUAINTITY UN TI COST ESCTIOM TTE
BASE BID:
BIDDER: Horsfield Constr., Inc. BIDDER: Tsehiggfrie Excavating Co. BIDDER: Portzen Construction, Inc.
UNIT COST TOTAL COST UNIT COST TOTAL COST UNIT COST TOTAL COST
37 8"PVC w
/Beddin LF 1
255 $ 36.25 $ 45,493.75 $24.80 $31,124.00 $29.95 $37,587.25 $30.00 $37,650.00
.
g
38 8" DIP w
lBeddin LF ,
115 $ 60.00 $ 6,900.00 $41.00 $4,715.00 $39.70 $4,565.50 $39.00 $4,485.00
.
g
39 48" Diameter Manhole Base Each 7 $ 625.30 $ 4,377.10 $690.00 $4,830.00 $372.70 $2,608.90 $400.00 52,800.00
40 48" Diameter Manhole Sidewdll VF 60.8 $ 110.00 $ 6,688.00 $113.00 $6,870.40 $108.15 $6,575.52 $100.00 $6,080.00
41 Manhole Frame & Cover Each 7 $ 310.00 $ 2,170.00 $360.00 $2,520.00 $295.75 $2.070.25 $350.00 $2,450.00
42 4" PVC Lateral w
/Bedding LF 900.0 $ 32.60 $ 29,340.00 $31.50 $28,350.00 $28.90 $26,010.00 832.00 $28,800.00
.
43 4" DIP Lateral w
/Beddin LF 265.0 $ 49.00 $ 12,985.00 $28.00 $7,420.00 $29.55 $7,830.75 $40.00 $10,600.00
.
g
44 8"x4" PVC Wye Each 42 $ 84.00 $ 3,528.00 $180.00 $7,560.00 $82.05 $3,446.10 $80.00 $3,360.00
45 8"x4" DIP Tee Each 4 $ 150.00 $ 600.00 $385.00 $1,540.00 $209.05 $836.20 $260.00 $1,040.00
LateraVExploration
46 Locate Existin Each 46 E 210.00 $ 9,660.00 $150.00 $6,900.00 $147.60 $6,789.60 $250.00 $11,500.00
g
47 6" DIP Class 52 w./Polywrap LF 150 $ 40.00 $ 6,000.00 $29.00 54,350.00 $31.70 $4,755.00 $34.00 $5,100.00
48 8" DIP Class 52 w./Polywrap LF 1300 E 45.00 $ 58,500.00 $31.00 $40,300.00 $35.95 $46,735.00 838.00 $49,400.00
49 6" Mega Lug MJ Each 28 $ 60.00 5 1,680.00 $32.00 8896.00 $41.00 $1,148.00 550.00 $1,400.00
50 8" Mega Lug MJ Each 26 $ 70.00 $ 1,820.00 $40.00 51,040.00 $49.00 $1,274.00 560.00 57,560.00
51 6" 11 1/4 deg. Bend MJ x MJ Each 7 $ 200.00 5 200.00 $220.00 $220.00 5105.85 $105.85 $175.00 $175.00
52 8" 22 1/2 deg. Bend MJ x MJ Each 3 $ 250.00 $ 750.00 $255.00 5765.00 5143.70 $431.10 $215.00 $645.00
53 6" 45 de0 Bend MJ x MJ Each 10 $ 158.00 $ 1,580.00 $220.00 $2,200.00 5105.85 $1,058.50 $190.00 51,900.00
54 8" 45 deg Bend MJ x MJ Each 2 $ 168.00 $ 336.00 $255.00 $510.00 5143.70 $287.40 $210.00 $420.00
55 6" Valve MJ wlBox Each 5 $ 850.00 $ 4,250.00 $675.00 $3,375.00 $605.55 $3,027.75 $650.00 53,250.00
56 8" Valve MJ w/Box Each 8 $ 950.00 $ 7,600.00 $860.00 $6,880.00 5803.50 $6,428.00 $875.00 $7,000.00
57 8"x8"x6"Anchoring Tee MJ Each 5 $ 450.00 $ 2,250.00 $400.00 $2,000.00 5236.05 $1,180.25 $360.00 51,800.00
58 8"x8"z8"Anchoring Tee MJ Each 2 $ 500.00 $ 1,000.00 $450.00 5900.00 5287.05 $574.10 $450.00 $900.00
59 6"-441 Sleeve Each i $ 250.00 $ 250.00 $250.00 $250.00 5199.55 $199.55 $190.00 5190.00
60 6"-Solid Sleeve Each i $ 250.00 $ 250.00 $225.00 $225.00 5191.80 5191.80 $765.00 $765.00
61 8"-441 Sleeve Each 2 $ 300.00 $ 600.00 $285.00 $570.00 $236.55 $473.10 $230.00 $460.00
62 8" -Solid Sleeve Each 2 S 300.00 $ 600.00 5235.00 $470.00 5196.80 $393.60 $260.00 $520.00
63 Hydrant MJ Each 2 5 2,000.00 $ 4,000.00 $2,535.00 $5,070.00 $1,962.85 $3,965.70 $1,925.00 $3,850.00
64 6" x 4" Reducer MJ x MJ Each 1 5 150.00 $ 150.00 5275.00 $215.00 $116.55 $116.55 $175.00 $175.00
65 8" x 6" Reducer PE x MJ Each 1 $ 250.00 $ 250.00 $220.00 $220.00 $122.55 $122.55 $200.00 $200.00
66 Tracer VMre Access Box Each 3 S 35.00 S 105.00 $130.00 $390.00 $108.90 $326.70 560.00 $180.00
67 Copper Tracer NAre LF 7600 $ 0.25 E 400.00 $0.15 5240.00 $0.30 $480.00 50.35 $560.00
68 314" Copper Service Line TYPE K LF 505 $ 30.00 $ 15,150.00 $21.00 $10,605.00 $21.05 $10,630.25 525.00 $12,625.00
69 1"Copper Service Line TYPE K LF 10 $ 30.00 $ 300.00 $23.00 5230.00 $20.75 $207.50 $30.00 5300.00
70 Water Service Lines Stop Box, Curb Stop, Tap Installation 3/4" Each 23 $ 682.05 $ 15,687.15 $510.00 $11,730.00 $521.20 $11,987.60 5950.00 $21,850.00
7i 3/4" Copper Service Reconnect Each 17 5 482.05 $ 8,194.85 $300.00 $5,100.00 $473.20 $8,044.40 5800.00 $13,600.00
72 1" Copper Service Reconnect Each 1 $ 500.00 $ 500.00 $325.00 $325.00 8452.70 $452.70 $900.00 $900.00
73 Insulation Board, 2-Inch SY 213 $ 5.00 E 1,065.00 88.50 51,810.50 53.30 5702.90 59.00 $7,917.00
74 Nitro Gaskets, 6-Inch Each 3 $ 65.00 $ 195.00 $26.00 578.00 $16.70 $50.10 515.00 $45.00
75 Nitro Gaskets, 8-Inch Each 7 $ 75.00 $ 525.00 535.00 $245.00 $20.70 5144.90 $20.00 5140.00
FIBER OPTICS
76 Conduit, 4" PVC Sch 40 wffrace Wre LF 1,655 $ 14.25 $ 23,583.75 $12.25 520,273.75 $14.00 $23,170.00 $14.25 $23,583.75
77 Conduit, 4" HDPE wlTrace Wre, Bored LF 95 $ 32.50 $ 3,087.50 $28.00 $2,660.00 $25.00 $2,375.00 $40.00 53,800.00
78 Conduit 2" PVC Sch e0 w.Trace ',44 re LF 290 $ 6.50 $ 1,885.00 $7.25 52,102.50 $10.00 $2,900.00 56.50 51,885.00
79 Fiber Optics Junction ~/aol? ?rews~ Each 8 $ 2,600.00 $ 20,800.00 $2,225.00 $17,800.00 52,326.00 $18,608.00 $2,500.00 520,000.00
Bitl Tabulation Sheet 2 of 3
C17Y OF DUBUQUE -ENGINEERING DIVISION -BID TABULATION SHEET
BID TABULATION FOR: WEST 5TH STREET (ALPINE -HILL) RECONSTRUCTION BID DATE: March 22, 2007
BID ITEM DESCRIPTION UNIT QE UAINTITY UN TI COST
BIDDER: Horatield Constr., Inc. BIDDER; Tsehiggfrie Excavating Co. BIDDER: Porhen Construction, Inc.
UNIT COST TOTAL COST
BASE BiD
MISCELLANEOUS
80 Sawcut, Concrete
81 Sawcut, Asphalt LF
LF 450
130 $
$ 3.10
3.00
82 Ramove and Replace w./New Hand Railing LF 35 $ 36.25
83 Sod SY 1,295 $ 6.40
84 Watering MGAL 38 $ 25.00
85 Tree Preservation Measures LS 1 $ 500.00
86 Dust Contro! Surface Treatment MGAL 60.0 $ 20.70
87 Erosion Control Plan -Operating Procedures LS 1 $ 3,200.00
88 Traffic Control & Safety Control LS 1 $ 15,500.00
89 Sign Post, Removal & Installation EACH 6 $ 160.00
90 Chain Link Fence, 48", Remove and Replace LF 60 $ 16.25
91 must Water Service Stop Box Each 18 $ 150.00
92 Mobilization LS 1 $ 15,000.00
Bid Sub-Total
Contingency (10 % )
Construction Engineering 8 Inspection (15 % )
Total Construction Estimate:
$3.00
$3.00 $1,350.00
$390.00
$60.00 E2,100.00
$5.50 $7,122.50
$47.00 $1,786.00
$500.00 $500.00
$15.00 $900.00
$500.00 $500.00
$2,500.00 $2,500.00
$200.00 $1,200.00
$15.00 $900.00
$110.00 $1,980.00
$2,SOO.DO $2,500.00
ela sue-iow $76d,204.90
$ 764,204.90
Under/Over -19.65%
UNIT COST TOTAL COST UNIT COST TOTAL COST
$2.65 $1,192.50
$2.60
$44.50 $338.00
$1,557.50
$5.50 $7,122.50
$47.00 $1,786.00
$90.00 $90.00
$18.00 $1,080.00
$3,500.00 $3,500.00
$13,874.00 $13,874.00
$93.05 $558.30
$20.00 $1,200.00
$140.55 $2,529.90
$15,489.05 515,489.05
eld sue-roe,t $859,685.87
$ 859,685.87
Under/Over -9.61
$4.00 $1,800.00
$3.00 $390.00
$100.00 $3,500.00
$6.25 58,093.75
$50.00 $1,900.00
$1,000.00 $1000.00
$10.00 $600,00
$4,000.00 $4,000.00
$14,500,00 $14,500.00
$150.00 $900.00
$15.00 $900.00
$1so.oo $z,7DO.oD
$34,000,00 $34,000.00
ela svo-TOrr $936,866.25
$ 93_6.866.25
Under/Over
Bid Tabulation Sheet 3 of 3
RESOLUTION NO. 199-07
AWARDING PUBLIC IMPROVEMENT CONTRACT FOR THE 5th STREET
RECONSTRUCTION PROJECT -ALPINE STREET TO HILL STREET
Whereas, sealed proposals have been submitted by contractors for the 5th Street
Reconstruction Project -Alpine Street to-Hill Street (the Project) pursuant to Resolution
No. 104-07 and Notice to Bidders published in a newspaper published in the City of
Dubuque, Iowa on the 23rd day of February, 2007.
Whereas, said sealed proposals were opened and read on the 22nd day of
March, 2007 and it has been determined that Horsfield Construction, Inc. of Epworth,
Iowa, with a bid in the amount of $764,204.90, is the lowest responsive, responsible
bidder for the Project.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF DUBUQUE, IOWA:
That a .Public Improvement Contract for the Project is hereby awarded to
Horsfield Construction, Inc. and the City Manager is hereby directed to execute a Public
Improvement Contract on behalf of the City of Dubuque for the Project.
Passed, approved and adopted this 2nd day of April , 2007.
Roy D. Buol, Mayor
Attest:
Jeanne F. Schneider, CMC, City Clerk
RESOLUTION NO. 200-07
APPROVING THE PUBLIC IMPROVEMENT CONTRACT AND BOND
WITH HORSFIELD CONSTRUCTION, INC. FOR THE 5T" STREET
RECONSTRUCTION PROJECT -ALPINE STREET TO HILL STREET
Whereas the City Council by Resolution No. 199-07 awarded Public
Improvement Contract for the 5th Street Reconstruction Project -Alpine Street to
Hill Street to Horsfield Construction, Inc.; and
Whereas Horsfield Construction, Inc. has submitted the attached executed
Public Improvement Contract and bond.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE
CITY OF DUBUQUE, IOWA:
The Public Improvement Contract and bond attached hereto are hereby
approved.
Passed, approved and adopted this 2nd day of April , 2007.
Roy D. Buol, Mayor
Attest:
Jeanne F. Schneider, CMC, City Clerk