Asbury Road Lane WideningTHC CITY OF
DUB E MEMORANDUM
Mrrsterpicce ors the Mississippi
September 24, 2007
TO: The Honorable Mayor and City Council Members
FROM: Gus Psihoyos, City Engineer
SUBJECT: Asbury Road Eastbound Lane Widening Project
City Engineer Gus Psihoyos is recommending acceptance of the construction contract
for the Asbury Road Eastbound Lane Widening Project, as completed -by Horsfield
Construction, Inc., in the final contract amount of $208,337.38, which is a 14.3%
decrease from the original contract in the amount of $243,054.80.
It is further recommended that the City Council authorize payment to Horsfield
Construction, Inc. in the amount of $208,337.38. Wal-Mart and the Plastic Center, Inc.
will reimburse the City for Phase I ($141,808.82), while the City will absorb the entire
cost of Phase II ($66,528.56) through the Right-Turn Lane Asbury -Northwest Arterial
Capital Improvement Project (CIP 3001824).
I concur with the recommendation and respectfully request Mayor and City Council
approval.
r~ u ,~
Mi hael C. Van Milligen
Attachment
cc: Barry Lindahl, City Attorney
Cindy Steinhauser, Assistant City Manager
Gus Psihoyos, City Engineer
THE CITY OF
DUB E
Masterpiece nn the Mississippi
MEMORANDUM
September 24, 2007
TO: Michael C. Van Milligen, City Mana er
FROM: Gus Psihoyos, City Engineer
SUBJECT: Asbury Road Eastbound Lane Widening Project
INTRODUCTION
The enclosed resolution provides for the acceptance of the construction contract for the
Asbury Road Eastbound Lane Widening Project.
BACKGROUND
The Asbury Road Eastbound Lane Widening Project involved two phases:
Phase 1
The east lane widening required the southerly curb line of Asbury Road east of the
Northwest Arterial to be constructed within approximately one (1) foot from the existing
right-of-way line along the Plastic Center Inc. property line. This phase is to be paid by
Plastic Center Inc. and Wal-Mart (Sam's Club).
Phase 1/
The Asbury Road Eastbound
eastbound right-turn lane on
Arterial. The existing right-t
project is a City project and
right-turn lane on Asbury Road
provided two dedicated through
traffic on Asbury Road.
DISCUSSION
Widening Project also include
Road between Holliday Drive
provided a second straight
paid entirely with City funds.
between Holliday Drive and the
anes and a dedicated right-turn
d the addition of an
and the Northwest
through lane. This
The addition of the
Northwest Arterial
lane for eastbound
The Asbury Road Eastbound Lane Widening Project was completed by Horsfield
Construction, Inc. of Epworth, Iowa, in the final contract amount of $208,337.38, which
is a 14.3% decrease from the original contract in the amount of $243,054.80.
Lane
Asbury
urn lane
will be
RECOMMENDATION
recommend that the City Council accept the improvements and to authorize the
payment of the contract amount of $208,337.38 to Horsfield Construction, Inc. for the
Asbury Road Eastbound Lane Widening Project.
BUDGET IMPACT
The estimate of final costs for the Asbury Road Eastbound Lane Widening Project is
summarized as follows:
Phase I
(Between the Northwest Arterial and the Sam's Club Entrance)
Construction Cost
Contingency
Traffic Signal Controller Relocation
Alliant Energy Utility Relocation
Design Engineering -Buesing & Associates
Construction Staking -Buesing & Associates
Construction Engineering & Inspection
Total Project - Phase I Cost
The Phase I funding summary is as follows:
Fund Description
Wal-Mart Funds
Plastic Center Inc. Funds
Total Project - Phase I Funding
Phase II
(Asbury Road Right Turn Lane Project between Holliday Drive
and the Northwest Arterial)
Construction Cost
Contingency
Property Acquisition
Design Engineering -Buesing & Associates
Construction Staking -Buesing & Associates
Construction Engineering & Inspection
Total Project -Phase II Cost
Bid
Award Final
$ 153,481.00 $ 141,808.82
18,000.00
35,000.00 44,314.35
125, 000.00 128,670.29
14,650.00
14,650.00
3,240.00
12,000.00
13,218.82
$ 358,130.00 $ 345,902.28
Amount
250,000.00
95,902.28
$ 345,902.28
Bid
Award Final
$89,574.00 66,528.56
11,400.00
8,800.00 9,063.00
14,150.00 14,150.00
2,360.00
10,000.00 9,684.23
$133,924.00 $101,785.79
This Phase II funding summary is as follows:
CIP No. Fund Description Amount
3001824 Right Turn Lane Asbury - NW Arterial $101,785.79
Total Project -Phase II Cost $101,785.79
ACTION TO BE TAKEN
The City Council is requested to adopt the attached resolution to accept the
improvements and to authorize the payment of the contract amount of $208,337.38 to
Horsfield Construction, Inc. for the Asbury Road Eastbound Lane Widening Project.
Prepared by Robert Schiesl, Assistant City Engineer
Jon Dienst, Civil Engineer
cc: Jenny Larson, Budget Director
Don Vogt, Public Works Director
John Klostermann, Street & Sewer Maintenance Supervisor
Dave Ness, Civil Engineer
Deron Muehring, Civil Engineer
RESOLUTION NO. 491-07
ACCEPTING THE ASBURY ROAD EASTBOUND LANE WIDENING PROJECT
AND AUTHORIZING THE PAYMENT OF THE CONTRACT AMOUNT TO THE
CONTRACTOR
Whereas, the Public Improvement Contract for the Asbury Road Eastbound Lane
Widening Project (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 Wal-Mart Funds, Plastic Center Inc. Funds and the Right-Turn Lane Asbury-
Northwest Arterial Funds appropriation for the contract amount of $208,337.38 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
1st day of October 2007.
(~
Roy D. Buol, Mayor
Attest:
Jeanne F. Schneider, CMC, City Clerk
CITY ENGINEER'S CERTIFICATE OF FINAL COMPLETION OF THE ASBURY
ROAD EASTEOUND LANE WIDENING PROJECT
The undersigned City Engineer of the City of Dubuque, Iowa, hereby certifies that
he has inspected the Asbury Road Eastbound Lane Widening Project, 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 $447,688.07.
~~ ~~~,
Dated this ~ '~~~~ ~ day of ~~~ ~ , 2007.
.m.
. Assistant City Engineer
Filed in the office of the City Clerk on th
e ~ .,day of ~ ,~ ~~~.:,u~„ ~ ~'~,., , 2007,..,,, .°~,.~
~/ ,
w
.~ ~ .~
~ .~- ..
Deanne F. Schneider, CMC, City Clerk
er .
City of Dubuque -Engineering Division
Final Payment Form
PAYMENT NO: COUNCIL FINAL
PROJECT NAME: ASBURY ROAD EASTBOUND LANE
WIDENING PROJECT
CONTRACTOR: Horsfield Construction, Inc.
DATE: September 25, 2007
CONTRACT AMOUNT: $243,054.80
LOCATION: PHASE I - NW ARTERIAUASBURY ROAD INTERSECTION EAST TO NEW ACCESS SERVING SAM'S CLUB SITE
BID ITEM DESCRIPTION UNIT UNIT COST QUANT TY FINEARNED NT
.DEMOLITION & REMOVAL
1 Removal of Trees, Regardless of Size or Type LS $ 2,775.00 1.0 $ 2,775.00
2 Removal of Fence LS $ 500.00 1.0 $ 500.00
3 Removal of Existing Storm Sewer Inlets LS $ 500.00 1.0 $ 500.00
4 Sawcut, Regardless of Pavement Type LF $ 3.00 305.0 $ 915.00
4a Removal of Existing Curb & Gutter LF $ 2.00 929.0 $ 1,858.00
4b Removal of Existing Pavement, Regardless of Type SY $ 4.30 68.00 $ 292.40
EARTHWORK 8 GRADING
5 Grading- Excavation, Unclassified (Cut) CY $ 3.00 410.0 $ 1,230.00
6 Embankment Fill (In Place Quantity) CY $ 7.50 0.0 DELETE
STONE
7 Subgrade Stabilization Stone (where needed) TON $ 14.25 0.0
(includes coring, disposal and new rock material, furnished 8 installed)
8 3" Crushed Stone Base TON $ 11.30 584.1
9 Granular Subbase TON $ 12.30 223.2
10 Backfill, Limestone (Storm Sewer) TON $ 7.00 102.8
PAVEMENT
11 PC Concrete Curb 8~ Gutter, 2.5', Construct LF $ 12.00 1057.0
12 HMA Surface Course 2", 300K, S, 1/2" (PG 70-28) TON $ 54.00 109.1
13 HMA Binder Course 6-1/2", 300K, I, 1/2" (PG 64-22) TON $ 53.00 285.5
STORM SEWER
14 Storm Sewer, Catch Basin Intake 105-B EACH $ 3,900.00 1.0
15 Storm Sewer, 24" RCP LF $ 48.00 90.0
16 Storm Sewer, 24" FES EACH $ 685.00 1.0
17 Storm Sewer, 42" RCP LF $ 85.00 32.0
18 Storm Sewer, Manhole EACH $ 1,500.00 1.0
19 Storm Sewer, Rip Rap TON $ 20.00 115.9
20 Abandon Stom Sewer MH LS $ 860.00 1.0
$ 6,600.78
$ 2,745.36
$ 719.67
$ 12,684.00
$ 5,889.78
$ 15,131.50
$ 3,900.00
$ 4,320.00
$ 685.00
$ 2,720.00
$ 1,500.00
$ 2,317.40
$ 860.00
1NATER MAtN
21 Relocate Fire Hydrant (Complete) LS $ 1,770.00 1.0 $ 1,770.00
LIGHTING ELECTRICAL
22 Relocate Light Pole (Complete) LS $ 1.00 1.0 $ 1.00
LANDSCAPING
23 Topsoil, Backfill (4") SY $ 2.55 4668.0 $ 11,903.40
24 Seed, Fertilize & Mulch SY $ 0.65 6000.0 $ 3,900.00
25 Watering MGAL $ 45.00 0.0 $ -
Mt$C,ELLANEOUS
26 Sign Post, Removal & Installation EACH $ 200.00 4.0 $ 800.00
27 Dust Control Surface Treatment MGAL $ 64.00 0.0 $ -
28 Silt Fence LF $ 3.00 1180.0 $ 3,540.00
29 Erosion Control Plan - Operatin Proceedures (Complete) LS $ 500.00 1.0 $ 500.00
30 Pavement Markings (Striping & Directional) LS $ 3,500.00 1.0 $ 3,500.00
31 Traffic 8~ Safery Control LS $ 3,500.00 1.0 $ 3,500.00
r'
32 Mobilization
LS $ 10,600.00 1.0 $ 10,600.00
TOTAL AMOUNT EARNED TO DATE -PHASE 1: 3 108,158.29
GRANGE ORLIERS
C1 42" Flared End Section Each $ 641.70 1.0 $ 641.70
C2 HMA Surface Course 2", 300K, S, 1/2" (PG 70-28) TON $ 21.00 109.1 $ 2,290.47
C3 HMA Binder Course 6-1/2", 300K, I, 112" (PG 64-22) TON $ 22.00 285.5 $ 6,281.00
C4 Embankment Fill (In Place Quantity), Replace Item No. 6 CY $ 3.50 2941.0 $ 10,293.50
C5 Strip Topsoil CY $ 3.50 1600.0 $ 5,600.00
C6 Increase PCC Curb & Gutter from 6" to 8" LF $ 1.65 1057.0 $ 1,744.05
C7 Additional Pavement Striping Removal LF $ 0.69 2187.0 $ 1,509.03
C8 Additional Pavement Symbol Removal Each $ 172.50 3.0 $ 517.50
C9 Gravel Drive/PCC Sidewalk Around Traffic Cabinet LS $ 4,773.28 1.0 $ 4,773.28
TOTAL AMOUNT EARNED TO DATE -CHANGE ORDERS -PHASE 1: $ 33,650.53
TOTAL AMOUNT EARNED TO DATE -PHASE 1: $ 141,808.82
LOCATION: PHASE II -ASBURY ROAD RIGHT TURN LANE, HOLIDAY DRIVE EAST TO NW ARTERIAL
DEMOLITION & REMOVAL
33 Removal of PC Concrete Sidewalk LS $ 650.00 1.0 $ 650.00
34 Removal of Landscape Shrubs LS $ 250.00 0.0 $ -
35 Sawcut, Regardless of Pavement Type LF $ 3.00 421.0 $ 1,263.00
35a Removal of Existing Curb 8~ Gutter LF $ 2.00 291.0 $ 582.00
35b Removal of Existing Pavement, Regardless of Type SY $ 4.30 98.0 $ 421.40
EARTHWORK 8 GRADING
36 Site Grading LS $ 5,000.00 1.0 $ 5,000.00
STONE
37 Subgrade Stabilization Stone (where needed) TON $ 14.25 0.0 $ -
(includes coring, disposal and new rock material, furnished & installed)
38 3" Crushed Stone Base TON $ 11.30 0.0 $ -
39 Granular Subbase TON $ 12.30 94.8 $ 1,166.41
..PAVEMENT
40 PC Concrete Curb 8~ Gutter, 2.5', Construct LF $ 12.00 421.0 $ 5,052.00
41 PC Concrete Pavement, 8", Class "C" SY $ 38.00 360.0 $ 13,680.00
42 PC Concrete Sidewalk, 4", Construct SF $ 3.40 1536.5 $ 5,224.10
43 PC Concrete Access Ramp Detectable EACH $ 200.00 1.0 $ 200.00
44 HMA Surtace Course 2", 300K, S, 112" (PG 70-28) TON $ 54.00 32.0 $ 1,728.54
45 HMA Binder Course 8", 300K, I, 112" (PG 64-22) TON $ 53.00 45.0 $ 2,385.00
LANDSCAPING
46 Topsoil, Backfill (4") SY $ 2.55 335.0 $ 854.25
47 Sod SY $ 5.50 335.0 $ 1,842.50
48 Seed, Fertilize & Mulch SY $ 0.65 150.0 $ 97.50
49 Watering MGAL $ 45.00 2.0 $ 90.00
MISCELLANEOUS
50 Segmental Retaining Wall w/ PC Concrete Leveling Pad (Match Exist) SF $ 27.00 500.0 $ 13,500.00
51 Sign Post, Removal & Installation EACH $ 200.00 4.0 $ 800.00
52 Dust Control Surface Treatment MGAL $ 64.00 0.0 $ -
53 Silt Fence LF $ 3.00 170.0 $ 510.00
54 Erosion Control Plan - Operatin Proceedures (Complete) LS $ 250.00 1.0 $ 250.00
55 Pavement Markings (Striping & Directional) LS $ 2,000.00 1.0 $ 2,000.00
56 Traffic & Safety Control LS $ 2,800.00 1.0 $ 2,800.00
57 Mobilization LS $ 3,500.00 1.0 $ 3,500.00
TOTAL AMOUNT EARNED TO DATE -PHASE II: $ 63,596.70
CHANGE ORDERS
C1 Cost differential curb LF $ 1.65 421.0 $ 694.65
C2 HMA Surface Course 2", 300K, S, 1/2" (PG 70-28) TON $ 21.00 32.0 $ 672.21
C3 HMA Binder Course 6-1/2", 300K, I, 1/2" (PG 64-22) TON $ 22.00 45.0 $ 990.00
C4 Additional Lane Closure on NW Arterial LS $ 575.00 1.0 $ 575.00
TOTAL AMOUNT EARNED TO DATE -CHANGE ORDERS -PHASE II: $ 2,931.86
TOTAL AMOUNT EARNED TO DATE -PHASE II: $ 66,528.56
TOTAL AMOUNT EARNED TO DATE: $ 208,337.38
TOTAL DUE CONTRACTOR:
Property Acquisition
Consultant -Engineering Design Services
Consultant -Construction Staking Services
Traffic Signal Equipment Relocation
Alliant Energy Utility Relocation
Construction Engineering 8~ Inspection
TOTAL IMPROVEMENT COST:
CERTIFICATE OF THE CITY MANAGER:
$ 208,337.38
$ 9,063.00
$ 28,800.00
$ 5,600.00
$ 44,314.35
$ 128,670.29
$ 22,903.05
$ 447,688.07
APPROVED:
Michael Van Milligen, City Manager
City of Dubuque, Iowa
CERTIFICATE OF THE
APPROVED:
Gus Psihoyos, City Engineer
City of Dubuque, Iowa
CERTIFICATE OF THE CONTRACTOR:
The undersigned, Horsfield Construction, Inc. contractor for the above improvement, does hereby
accept the above "Total Due Contractor", as full settlement for all claims for said improvement.
CONTRACTOR: Horsfield Construction, Inc.
BY: j~%' / '
r
TITLE:
DATE: / -~ S _ ~
City of Dubuque -Engineering Division
Final Payment Form
PAYMENT NO: COUNCIL FINAL DATE: September 25, 2007
PROJECT NAME: ASBURY ROAD EASTBOUND LANE
WIDENING PROJECT
CONTRACTOR: Horsfield Construction, Inc. CONTRACT AMOUNT: 5243,054.80
LOCATION: PHASE I - NW ARTERIALIASBURY ROAD INTERSECTION EAST TO NEW ACCESS SERVING SAM'S CLUB SITE
BID ITEM DESCRIPTION UNIT UNIT COST QUANTITY FINEARN ODUNT
DEMOLITION $ REMOVAL ,
1 Removal of Trees, Regardless of Size or Type LS $ 2,775.00 1.0 $ 2,775.00
2 Removal of Fence LS $ 500.00 1.0 $ 500.00
3 Removal of E>asting Storm Sewer Inlets LS $ 500.00 1.0 $ 500.00
4 Sawcut, Regardless of Pavement Type LF $ 3.00 305.0 $ 915.00
4a Removal of Existing Curb & Gutter LF $ 2.00 929.0 $ 1,858.00
4b Removal of Existing Pavement, Regardless of Type SY $ 4.30 68.00 $ 292.40
EARTHWORK 8 GRADING
5 Grading -Excavation, Unclassified (Cut) CY $ 3.00 410.0 $ 1,230.00
6 Embankment Fill (In Place Quantity) CY $ 7.50 0.0 DELETE
STONE
7 Subgrade Stabilization Stone (where needed) TON $ 14.25 0.0
(includes coring, disposal and new rock material, furnished & installed)
8 3" Crushed Stone Base TON $ 11.30
9 Granular Subbase TON $ 12.30
10 Backfill, Limestone (Storm Sewer) TON $ 7.00
584.1 $ 6,600.78
223.2 $ 2,745.36
102.8 $ 719.67
PAVEMENT
11 PC Concrete Curb & Gutter, 2.5', Construct LF $ 12.00 1057.0 $ 12,684.00
12 HMA Surtace Course 2", 300K, S, 1/2" (PG 70-28) TON $ 54.00 109.1 $ 5,889.78
13 HMA Binder Course 6-112", 300K, I, 112" (PG 64-22) TON $ 53.00 285.5 $ 15,131.50
STORM SEWER
14 Storm Sewer, Catch Basin Intake 105-B EACH $ 3,900.00 1.0 $ 3,900.00
15 Storm Sewer, 24" RCP LF $ 48.00 90.0 $ 4,320.00
16 Storm Sewer, 24" FES EACH $ 685.00 1.0 $ 685.00
17 Storm Sewer, 42" RCP LF $ 85.00 32.0 $ 2,720.00
18 Storm Sewer, Manhole EACH $ 1,500.00 1.0 $ 1,500.00
19 Storm Sewer, Rip Rap TON $ 20.00 115.9 $ 2,317.40
20 Abandon Stom Sewer MH LS $ 860.00 1.0 $ 860.00
WATER MAIN
21 Relocate Fire Hydrant (Complete) LS $ 1,770.00 1.0 $ 1,770.00
LIGHTING ELECTRICAL
22 Relocate Light Pole (Complete) LS $ 1.00 1.0 $ 1.00
LANDSCAPING
23 Topsoil, Backfill (4") SY $ 2.55 4668.0 $ 11,903.40
24 Seed, Fertilize ~ Mulch SY $ 0.65 6000.0 $ 3,900.00
25 Watering MGAL $ 45.00 0.0 $ -
MISCELLANEOUS
26 Sign Post, Removal & Installation EACH $ 200.00 4.0 $ 800.00
27 Dust Control Surface Treatment MGAL $ 64.00 0.0 $ -
28 Silt Fence LF $ 3.00 1180.0 $ 3,540.00
29 Erosion Control Plan -Operating Proceedures (Complete) LS $ 500.00 1.0 $ 500.00
30 Pavement Markings (Striping & Directional) LS $ 3,500.00 1.0 $ 3,500.00
31 Traffic & Safety Control LS $ 3,500.00 1.0 $ 3,500.00
32 Mobilization
CHANGE ORDERS
C1 42" Flared End Section
C2 HMA Surface Course 2", 300K, S, 1/2" (PG 70-28)
C3 HMA Binder Course 6-1/2", 300K, I, 1/2" (PG 64-22)
C4 Embankment Fill (In Place Quantity), Replace Item No. 6
C5 Strip Topsoil
C6 Increase PCC Curb 8~ Gutter from 6" to 8"
C7 Additional Pavement Striping Removal
C8 Additional Pavement Symbol Removal
C9 Gravel Drive/PCC Sidewalk Around Traffic Cabinet
LS $ 10,600.00 1.0 $ 10,600.00
TOTAL AMOUNT EARNED TO DATE -PHASE 1: $ 108,158.29
Each $ 641.70 1.0 $ 641.70
TON $ 21.00 109.1 $ 2,290.47
TON $ 22.00 285.5 $ 6,281.00
CY $ 3.50 2941.0 $ 10,293.50
CY $ 3.50 1600.0 $ 5,600.00
LF $ 1.65 1057.0 $ 1,744.05
LF $ 0.69 2187.0 $ 1,509.03
Each $ 172.50 3.0 $ 517.50
LS $ 4,773.28 1.0 $ 4,773.28
TOTAL AMOUNT EARNED TO DATE -CHANGE ORDERS -PHASE 1: $ 33,650.53
TOTAL AMOUNT EARNED TO DATE -PHASE 1: $ 141,808.82
LOCATION: PHASE II - ASBURY ROAD RIGHT TURN LANE, HOLIDAY DRIVE EAST TO NW ARTERIAL
DEMOLITION & REMOVAL
33 Removal of PC Concrete Sidewalk LS $ 650.00 1.0 $ 650.00
34 Removal of Landscape Shrubs LS $ 250.00 0.0 $ -
35 Sawcut, Regardless of Pavement Type LF $ 3.00 421.0 $ 1,263.00
35a Removal of Existing Curb & Gutter LF $ 2.00 291.0 $ 582.00
35b Removal of Existing Pavement, Regardless of Type SY $ 4.30 98.0 $ 421.40
EARTHWORK 8 GRADING
36 Site Grading
STONE
37 Subgrade Stabilization Stone (where needed
(includes coring, disposal and new rock material furnished 8 installed)
38 3" Crushed Stone Base
39 Granular Subbase
PAVEMENT
40 PC Concrete Curb & Gutter, 2.5', Construct
41 PC Concrete Pavement, 8", Class "C"
42 PC Concrete Sidewalk, 4", Construct
43 PC Concrete Access Ramp, Detectable
44 HMA Surface Course 2", 300K, S, 1/2" (PG 70-28)
45 HMA Binder Course 8", 300K, I, 1/2" (PG 64-22)
LS $ 5,000.00 1.0 $ 5,000.00
TON $ 14.25 0.0 $ -
TON $ 11.30 0.0 $ -
TON $ 12.30 94.8 $ 1,166.41
LF $ 12.00 421.0 $ 5,052.00
SY $ 38.00 360.0 $ 13,680.00
SF $ 3.40 1536.5 $ 5,224.10
EACH $ 200.00 1.0 $ 200.00
TON $ 54.00 32.0 $ 1,728.54
TON $ 53.00 45.0 $ 2,385.00
LANDSCAPING
46 Topsoil, Backfill (4") SY $ 2.55 335.0 $ 854.25
47 Sod SY $ 5.50 335.0 $ 1,842.50
48 Seed, Fertilize & Mulch SY $ 0.65 150.0 $ 97.50
49 Watering MGAL $ 45.00 2.0 $ 90.00
':,MISCELLANEOUS
50 Segmental Retaining Wall w/ PC Concrete Levelin Pad (Match Exist) SF $ 27.00 500.0 $ 13,500.00
51 Sign Post, Removal & Installation EACH $ 200.00 4.0 $ 800.00
52 Dust Control Surtace Treatment MGAL $ 64.00 0.0 $ -
53 Silt Fence LF $ 3.00 170.0 $ 510.00
54 Erosion Control Plan - Operatin Proceedures (Complete) LS $ 250.00 1.0 $ 250.00
55 Pavement Markings (Striping 8 Directional) LS $ 2,000.00 1.0 $ 2,000.00
56 Traffic 8 Safety Control LS $ 2,800.00 1.0 $ 2,800.00
57 Mobilization LS $ 3,500.00 1.0 $ 3,500.00
TOTAL AMOUNT EARNED TO DATE -PHASE 11: $ 83,596.70
CHANGE ORDERS
C1 Cost differential curb LF $ 1.65 421.0 $ 694.65
C2 HMA Surface Course 2", 300K, S, 1/2" (PG 70-28) TON $ 21.00 32.0 $ 672.21
C3 HMA Binder Course 6-112", 300K, I, 1 /2" (PG 64-22) TON $ 22.00 45.0 $ 990.00
C4 Additional Lane Closure on NW Arterial LS $ 575.00 1.0 $ 575.00
TOTAL AMOUNT EARNED TO DATE -CHANGE ORDERS -PHASE II: $ 2,931.88
TOTAL AMOUNT EARNED TO DATE -PHASE II: $ 66,528.58
TOTAL AMOUNT EARNED TO DATE: $ 208,337.38
TOTAL DUE CONTRACTOR:
Property Acquisition
Consultant -Engineering Design Services
Consultant -Construction Staking Services
Traf£c Signal Equipment Relocation
Alliant Energy Utility Relocation
Construction Engineering 8~ Inspection
TOTAL IMPROVEMENT COST:
CERTIFICATE OF THE CITY MANAGER:
$ 208,337.38
$ 9,063.00
$ 28,800.00
$ 5,600.00
$ 44,314.35
$ 128,670.29
$ 22,903.05
$ 447,688.07
APPROVED:
Michael Van Milligen, City Manager
City of Dubuque, Iowa
Gus Psihoyos, City Engineer
City of Dubuque, Iowa
CERTIFICATE OF THE CONTRACTOR:
The undersigned, Horsfield Construction, Inc. contractor for the above improvement, does hereby
accept the above "Total Due Contractor", as full settlement for all Gaims for said improvement.
CONTRACTOR: Horsfield Construction, Inc.
BY:
TITLE: ~~(
DATE: (-OZ S ~