HomeMy WebLinkAboutIDOT Preconst Agmt US 63 Jefferson to Conger/Newell Street-9/19/2016July 2014
Please return this copy to:
City Clerk & Finance Dept.
715 Mulberry St.
Waterloo, IA 50703
IOWA DEPARTMENT OF TRANSPORTATION
Preconstruction Agreement
For Primary Road Project
County
City
Project No.
Black Hawk
Waterloo
Iowa DOT
Agreement No.
Staff Action No.
NHSX-63-6(70)--3H-07 (ROVV)
NHSX-63-6(75) -3H-07 (CONST)
NHSX-63-6(78)-3H-07 (CONST)
NHSX-63-6(87)--3H-07 (CONST)
NHSX-63-6(90)--3H-07 (CONST)
NHSX-63-6(91)--3H-07 (CONST)
NHSX-63 6(92)--3H 07 (CONST)
NHSX-63-6(96)--3H-07 (CONST)
NHSN-63-6(97)--2R-07 (CONST)
2015-4-115
This Agreement, is entered into by and between the Iowa Department of Transportation, hereinafter
designated the "DOT", and the city of Waterloo, Iowa, a Local Public Agency, hereafter designated the
"LPA' in accordance with Iowa Code Chapters 28E, 306, 306A and 313.4 as applicable;
The DOT proposes to establish or make improvements to U.S. 63 within Black Hawk County, Iowa; and
The LPA has received Federal funding through the Surface Transportation Block Grant Program (STP).
STP funds are available for construction, reconstruction, rehabilitation, resurfacing, restoration and
operational or safety improvement projects on Federal -aid highways, bridges on any public road, and
several other types of projects, as specified in Title 23, United States Code (US.C,) 133(b). Federal -aid
highways include all Federal Functional Classifications, except for rural minor collectors or local roads.
The LPA shall receive reimbursement for costs of authorized and approved eligible project activities from
STP funds. The portion of the project costs reimbursed with STP funds shall be limited to a maximum of
either 80 percent of eligible costs (other than those reimbursed with other Federal funds) or the amount
stipulated in the Iowa Northland Regional Council of Governments (INRCOG) current Transportation
Improvement Program (TIP) and approved in the current Statewide Transportation Improvement Program
(STIP), whichever is less. Eligible project activities will be limited to the following: construction,
engineering, inspection, and right-of-way acquisition. Under certain circumstances, eligible activities may
also include utility relocation or railroad work that is required for construction of the project
The LPA has also received Federal funding through the Transportation Alternatives Program (TAP).
The LPA shall receive reimbursement for costs of authorized and approved eligible project activities from
TAP funds. The portion of the project costs reimbursed with TAP funds shall be limited to a maximum of
either 80 percent of eligible costs (other than those reimbursed with other Federal funds) or the amount
stipulated in the INRCOG current Transportation Improvement Program (TIP) and approved in the current
Statewide Transportation Improvement Program (STIP), whichever is less. Eligible project activities are
those related to surface transportation and described in the definition of "Transportation Alternatives"
Section 101(a)(29) of Title 23, (U.S.C.).
The DOT and the LPA are willing to jointly participate in said projects, in the manner hereinafter
and
provided;
2015-4-115 Waterloo
The DOT and the LPA previously entered into the following agreement(s) for the above referenced
project:
• Agreement No. 2006-16-163 for preliminary engineering for U.S. 63 reconstruction was executed
by the DOT and LPA on June 15, 2007 and May 29, 2007 respectively; and
• Agreement No. 2008-16-190 for reconstruction of U.S. 63 from Newell Street to Donald Street
was executed by the DOT and LPA on May 24, 2010 and April 26, 2010 respectively; and
• Agreement No. 2010-16-204 for reconstruction of U.S. 63 from Franklin Street to Newell Street
was executed by the DOT and LPA on December 28, 2010 and December 6, 2010 respectively;
and
• Agreement No. 2015-1-029 for right of way acquisition for reconstruction of U.S. 63 from
Jefferson Street to Franklin Street was executed by the DOT and LPA on August 25, 2014 and
August 18, 2014 respectively; and
This Agreement reflects the current concept of these projects which is subject to modification by mutual
agreement between the LPA and the DOT; and
Therefore, it is, agreed as follows:
Project Information
The DOT will design, let, and inspect construction of, the following: described projects at no cost to the
LPA in accordance with the project plans and DOT standard specifications:
Reconstruction of U.S. 63 from Franklin Street to Newell Street in Waterloo involving projects:
NHSX 63-6(75)--3H-07(Grading and PCC Pavement Replacement)
NHSX-63-6(87)--3H-07(Traffic Signals)
NHSX-63 6(90) 3H 07 (Canadian National (CN) Overpass Bridge with Pedestrian Accommodation),
NHSX-63-6(92)--3H-07 (Pedestrian Single Box Culvert),
NHSX-63-6(96)--3H-07 (Subddrains),
NHSN 63-6(97)--2R-07'(Grading-CNRailroadShoofly)
(See Exhibit A for location.)
Reconstruction of U.S. 63 from Jefferson Street to Franklin Street in Waterloo involving projects:
NHSX-63-6(78)--3H-07 (Grading and PCC Pavement Replacement, including storm sewers)
NHSX-63-6(91)--3H-07 (Traffic Signals)
(See Exhibit A for location.)
These projects are anticipated to be let in fiscal year 2017.
As part of the projects, the LPA has requested reconstruction of Jefferson Street, Commercial
Street and Franklin Street beyond the limitsof the U.S. 63 reconstruction, The limits of this
additional reconstruction are noted in Sections 2.d.i, ii, and iii. The LPA also has requested
sidewalk reconstruction beyond that required for ADA improvements at intersections; a
pedestrian culvert through the U.S. 63 bridge berm north of the CN railroad tracks; and a
pedestrian accommodation on the CN overpass bridge. These items have been incorporated into
the appropriate projects.
b. In accordance with 761 Iowa Administrative Code Chapter 150.3(1)d, the LPA will reimburse the
DOT for its share of the actual cost for longitudinal and outlet storm sewer.
c. Also as part of the projects, the LPA has requested sanitary sewer replacement within the city all at
no cost to the DOT.
2015-4-115 Waterloo
July 2014
d. All storm sewers and associated pump houses constructed by the DOT as part of the projects will
become the property of the LPA, which will be responsible for their maintenance and operation. The
LPA will not make any connections to said storm sewers within U.S. 63 right of way without the prior
written approval of the DOT. The LPA will prevent use of such storm sewers as a sanitary sewer.
The DOT, as part of project NHSX-63-6(96)--3H-07, will develop a groundwater suppression system.
Also, the DOT will install two new pumps at the Edwards Street Lift Station. Upon completion of
construction the LPA will be responsible for continued operation and maintenance of the Edwards
Street Lift Station. The purpose of the groundwater suppression system is to maintain future
groundwater levels at or near existing levels along U.S. 63 in the Dane Street to Newell Street area.
The DOT shall be responsible for performing maintenance on the groundwater suppression system.
e. Upon completion of construction, the LPA shall assume responsibility for routine maintenance of the
CN overpass bridge pedestrian accommodation. The LPA shall also be responsible for routine
maintenance of the pedestrian single box culvert through the MSE wall and the CN overpass north
berm.: Routine maintenance shall include, but not be limited to, graffiti treatment, culvert lighting
(including operating costs) and snow removal. The DOT shall be responsible for structural
maintenance of the CN overpass bridge, including the pedestrian accommodation. The DOT shall be
responsible for structural maintenance of the pedestrian reinforced concrete box culvert through the
MSE wall and the CN overpass north berm.
f. Upon completion of construction, the LPA will be responsible for maintenance of intersection,
sidewalk and median brick pavers, median grass areas and median plantings developed as part of
the project(s).
2. <Project Costs
a. The estimated cost of each project, based on letting in FY 2017, is:
b.
From Franklin Street to Newell Street
Project NHSX-63-6(75)--3H-07 (Franklin/Newell Paving): $ 10,817,000
Project NHSX-63-6(90)--3H-07 (CN Railroad Bridge): $ 2,179,000
Project NFISX-63-6(92)--3H-07 (Pedestrian Culvert): $ 257,000
Project NHSX-63-6(87)--3H-07 (Franklin/Newell Signals): ' $ 328,000
Project NHSX-63-6(96)--3H-07 (Groundwater Suppression): $ 2,225,000
Project NHSN-63-6(97)--2R-07 (Railroad Shoofly): $ 693,000
From Jefferson Street to Franklin Street
Project NHSX-63-6(78)--3H-07 (Jefferson/Franklin Paving):
Project NHSX-63-6(91)--3H-07 (Jefferson/Franklin Signals):
ESTIMATED COST:
9,661,000
1,350,000
27, 510, 000
The DOT has the following amounts programmed in FY 2017 toward the cost of these projects:
From Franklin Street to Newell Street
Project NHSX-63-6(75)--3H-07 (Franklin/Newell Paving):
Project NHSX-63-6(90)--3H-07 (CN Railroad Bridge):
Project NHSX-63-6(92)--3H-07 (Pedestrian Culvert):
Project NHSX-63-6(87)--3H-07 (Franklin/Newell Signals):
Project NHSX-63-6(96)--3H-07 (Groundwater Suppression):
Project NHSN-63-6(97)--2R-07 (Railroad Shoofly):
10,057,000
1,401,000
0
343,000
2,225,000
693,000
2015-4-115 Waterloo
3
July 2014
From Jefferson Street to Franklin Street
Project NHSX-63-6(78)--3H-07 (Jefferson/Franklin Paving):
Project NHSX-63-6(91)--3H-07 (Jefferson/Franklin Signals): $
DOT CONTRIBUTION:
$ 22,359,000
c. The LPA is a project sponsor for the following amounts programmed for the U.S. 63 corridor in the
FY2016-2019 STIP and the FY2017-2020<STIP. These funds are provided through INRCOG:
FY 2016
$400,000
FY 2017
$3,164,938
FY 2018
$1,801,000
FY 2019
$2,520,000
See the appropriate STIP documents for funding amounts, improvement descriptions and other
details.
The LPA shall be responsible for administering its portion of the U.S. 63 corridor improvement
program within the TIP at the MPO level. This administration includes updating funding amounts,
providing location and improvement descriptions, and submitting necessary documentation as
requested by the MPO.
d. The LPA shall be responsible for funding part or all of the following groups of work. See each work
group for cost share details. It is understood the LPA intends to use funds programmed in the STIP
plus the required local match to fund this work, If programmed funds currently totaling $7,885,938 are
expended, the LPA shall be responsible for the full amount of its cost share. The DOT and LPA will
coordinate authorization for items of extra work that the LPA has partial or full financial responsibility
to fund.
i. The cost to reconstruct Jefferson Street between the limits of northbound and southbound U.S.
63 reconstruction (from Sta. 1306+35.00 to Sta.1308+10.00 along Jefferson Street). This cost will
include reimbursing the DOT for the following work items and quantities:
Quantity Unit Item
952.8 SY Pavement Removal
952.8 SY 10 PCC Pavement
78.7 SY Driveway Removal
75.0 SY 6 -inch PCC Driveway Pavement
419.0 CY Class 10 Excavation
673.8 TON Special Backfill
19.8 SY Sidewalk Removal
8.1 SY 4 -inch PCC Sidewalk
11.7 SY 6 -inch PCC Sidewalk
Total Estimated Cost: $104,332
In addition, the LPA shall be responsible for 100% of any items of extra work within this area of
reconstruction.
2015-4-115 Waterloo
July 2014
ii. The cost to reconstruct Commercial Street between the limits of northbound and southbound U.S.
63 reconstruction (from Sta. 1309+35.00 to Sta.1311+30,00 along Commercial Street). This cost
will include reimbursing the DOT for the following work items and quantities:
Quantity Unit Item
1365.0 SY Pavement Removal
1365.0 SY 10 PCC Pavement
140.0 SY Sidewalk Removal
173.1 SY 4 -inch PCC Sidewalk
51.4 SY 6 -inch PCC Sidewalk
164.9 SY Driveway Removal
167.8 SY 6 -inch PCC Driveway Pavement
613.0 CY Class 10 Excavation
498.3 CY Modified Subbase
Total Estimated Cost $152,660
In addition, the LPA shall be responsible for 100% of any items of extra work wi
reconstruction.
hin this area of
iii. The cost to reconstruct Franklin Street beyond the limits of U.S. 63 (from Sta. 1045+88.50 to Sta.
1046+72.2, from Sta. 1047+97.6 to Sta. 1049+14.5, and from Sta. 1050+43.82 to Sta.
1052+08.11). This cost will include reimbursing the DOT for the following work items and
quantities:
Quantity Unit Item
2558.5 SY Pavement Removal
2558.5 SY 10 PCC Pavement
354.4 SY Sidewalk Removal
265.5 SY 4 -inch PCC Sidewalk
61.9 SY Driveway Removal
8.3 SY 6 -inch PCC Sidewalk
30.0 SF ADA Truncated Dome Tiles
1437.0 CY Class 10 Excavation
1264.6 CY Modified Subbase
14.8 SY 6 -inch PCC Driveway Pavement
Total Estimated Cost: $276,997
In addition, the LPA shall be responsible for 100% of the cost of these item quantities should the
limits of reconstruction of Franklin Street be extended beyond Sta. 1045+88.50 on the west
and/or Sta. 1052+08.11 on the east. In addition, the LPA shall be responsible for 100% of any
items of extra work within this area of reconstruction.
The cost to reconstruct sidewalk from Jefferson Street to Franklin Street beyond that required for
ADA improvements at intersections. This cost will include reimbursing the DOT for the following
work items and quantities:
Quantity "'Unit Item
1956.0 SY Sidewalk Removal
1522.8 SY 4 -inch PCC Sidewalk
103.2 SY 6 -inch PCC Sidewalk
335.5 SY Driveway Removal
8.6 SY 6 -inch PCC Driveway Pavement
31.7 CY Combined Sidewalk and Retaining Wall
2015-4-115 Waterloo
5
32.0 - LF Steel Pipe, Pedestrian Hand Railing
117.0 SF Concrete Steps
Total Estimated Cost: $139,358
In addition, the LPA shall be responsible for 100% of any items of extra work associated with this
sidewalk replacement.
v. The estimated cost to construct the U.S. 63 pedestrian box culvert (project NHSX-63-6(92)--3H-
07) is $257,000. The LPA shall be responsible for 100% of the actual cost to construct this
project, including any items of extra work.
vi. The cost to construct the U.S. 63 bridge pedestrian accommodation, which includes the following:
(a) The estimated cost to construct the U.S. 63 bridge over the CN railroad (project NHSX-63-
6(90)--3H-07), is $1,896,000: The LPA shall be responsible for 14% of the actual cost to
construct this project, including 14% of any items of extra work.
(b) The cost to construct the elevated section of U.S. 63 associated with the pedestrian
accommodation. This cost will include reimbursing the DOT for the following work items and
quantities:
Quantity Unit ' item
788.0 SF MSE Wall Construction
11,580.0 CY Granular Backfill Behind MSE Wall
10.3 SY 4 -inch PCC Sidewalk
1776.9 SY 5 -inch PCC Sidewalk
1654.4 SY Reinforced Sidewalk
1350.0 LF Fence, Chain Link, Vinyl Coated
1348.1 LF Structural Steel Pedestrian Handrail
13.0 CY Combined Sidewalk and Retaining Wall
Total Estimated Cost: $917,875
vii. The estimated cost to construct the storm sewer pump station on the south side of the Cedar
River is $1,660,300.00. The LPA shall be responsible for 62.1% of the actual cost to construct
this pump station, including 62.1% of the cost of any items of extra work. Refer to Appendix A.
viii. The estimated cost to modify the storm sewer pump station on the north side of the Cedar River
is $1,505,100. The LPA shall be responsible for 89.9% of the actual cost to modify this pump
station, including 89.9% of the cost of any items of extra work. Refer to Appendix B.
ix. The LPA share of storm sewer construction south of the Cedar River, including any items of extra
work. The estimated cost of this work is $425,775.10. The LPA will be responsible for the actual
cost of Division 2 and its percentage share of Division 3. Refer to Appendix C.
x. The LPA share of storm sewer construction north of the Cedar River, including any items of extra
work. The estimated cost of this work is $307,326.59. The LPA will be responsible for the actual
cost of Division 2 and its percentage share of Division 4. Refer to Appendix D.
xi. The LPA share of storm sewer construction for project NHSX-63-6(75)--3H-07 north of Franklin
Street, including any items of extra work. The estimated cost of this work is $110,716. Refer to
Appendix E.
July 2014
XIII.
xiv.
The cost of aesthetic work items to be included in DOT projects NHSX-063-6(75)--3H-07, NHSX-
063-6(78)--3H-07, and NHSX-063-6(90)--3H-07. These items will include brick pavers, colored
and/or stamped concrete, special backfill required for each, and other associated items. The LPA
shall be responsible for 100% of the cost of these aesthetic work items, including any items of
extra work.
The cost of street lighting work items to be included in DOT projects NHSX-063-6(87)-3H-07 and
NHSX-063-6(91)--3H-07. The LPA shall be responsible for 100% of the cost of these street
lighting work items, including any items of extra work.
The cost to place and remove sanitary sewer temporary pavement during Stage 1 construction.
Quantity Unit Item
776.0 SY Pavement Removal
776.0 SY Detour Pavement
244.4 Tons Special Backfill
Total Estimated Cost: $63,214
The LPA will be responsible for 100% of the actual cost
paving, including any items of extra work.
3. Traffic Control
o install and remove this temporary
a. Local U.S. 63 traffic will be maintained from Jefferson Street to Franklin Street
during construction.
b. U.S. 63 from Franklin Street to Newell Street will be closed and traffic detoured during construction.
U.S. 63 traffic will be detoured onto U.S. 218, Airport Boulevard and Airline Highway. The DOT will
temporarily close the highway project area by formal action in accord with Iowa Code section 306.41.
The LPA will authorize the DOT to erect and maintain signs within its jurisdiction, consistent with Part
6 of the "Manual on Uniform Traffic Control Devices", as necessary to direct traffic to and along said
detour route during the construction period. The DOT will also remove said signs when the detour is
discontinued. A separate detour agreement will be negotiated and the LPA will be eligible for
compensation for the detour in accordance with the DOT Detour Policy.
c. Franklin Street will be closed and traffic detoured during portions of construction. The LPA will be
responsible for determining an appropriate detour route. Signing for this detour will be included as
part of project NHSX-063-6(78)--3H-07. Any additional detours which may be necessary for project
related LPA road closures will be the responsibility of the LPA all at no expense or obligation to the
DOT.
d. If it becomes necessary to temporarily close other LPA side roads during construction, the DOT will
furnish and install the required barricades and signing for the closure at project cost and shall remove
same upon completion of the project at no expense or obligation to the LPA. The DOT will work in
close cooperation with the LPA and the contractor to accommodate emergency services and local
access across the project during construction.
e. If these projects cause the temporary closure of a road during construction, the DOT shall meet with
the LPA to determine whether said closure(s) will cause increased traffic on other LPA roads. The
DOT and the LPA shall determine a plan, and the costs thereof, for the LPA to perform dust control
on said LPA roads with increased traffic, should dust control become necessary. In that event, the
LPA shall inform the DOT prior to performing said dust control. The DOT shall reimburse the LPA for
the cost of said dust control measures following the receipt of a bill for the agreed upon costs (see
Iowa Code section 313.4 subsection 1.b.).
2015-4-115 Waterloo
7
4. ; Bid Letting
a. ` The projects will be let by the DOT in accordance with its normal
b. The DOT shall be the contracting authority for the project.
5. Construction & Maintenance
a. The LPA, in cooperation with the DOT, will take whatever steps may be required with respect to
alteration of the grade lines of the new highway facilities constructed under the projects in
accordance with Iowa Code section 364.15. The DOT and LPA will work together to minimize
potential impacts to properties that may occur as a result of the project.
b. Upon completion of the projects, no changes in the physical features thereof will be undertaken or
permitted without the prior written approval of the DOT.
c. Future maintenance of the primary highway within the project area will be carried out in accordance
with the terms and conditions contained in 761 Iowa Administrative Code Chapter 150.
d. New lighting and/or traffic signal construction for these projects shall be provided under guidelines
established in 761 Iowa Administrative Code Chapter 150. The DOT shall construct traffic signal
installations all at no cost to the LPA. Lighting installations will not be constructed as part of the
projects unless specifically requested by the LPA. Lighting which is requested by the LPA will also be
paid for entirely by the LPA at no cost to the DOT or projects. If constructed, the LPA shall accept
ownership of and responsibility for future energy and maintenance costs of those lighting and/or traffic
signal units which lie within the corporate boundaries.
etting procedures.
e. Structures built by the DOT over or under a primary, road will be maintained structurally sound, by, the
DOT, including repairs to floors and railing and painting. For structures serving roadways which are
not on the, primary road system, the cleaning and removal of snow, debris and foreign objects from
local road traffic lanes, sidewalks or walkways within the project limits (if any) including pedestrian
overpasses or underpasses will be the responsibility of the LPA.
6. Payments and Reimbursements
a. The DOT will make initial payments for construction costs from the Primary Road Fund. As STP and
TAP funds become available each year the LPA shall reimburse the DOT for its share of the project
costs. Some LPA reimbursements to the DOT will be delayed to allow the LPA to use FY 2018 and
FY 2019 INRCOG MPO STP and TAP funds for reimbursement to the DOT. Reimbursement will be
provided to the DOT either by a warrant or voucher from the LPA, or by crediting the Primary Road
Fund from the funding sources provided to the LPA by this, agreement.
b. The LPA will lead, and the DOT will participate in, the development of a projects funding document.
This funding document will describe how STP and TAP funds are to be directed to reimburse the
DOT for LPA project costs. DOT staff will distribute this funding document to its various offices for
review and approval.
7. General Provisions
a. If the LPA has completed a Flood Insurance Study (FIS) for an area which is affected by the
proposed Primary Highway project and the FIS is modified, amended or revised in an area affected
by the project after the date of this Agreement, the LPA shall promptly provide notice of the
modification, amendment or revision to the DOT. If the LPA does not have a detailed Flood Insurance
Study (FIS) for an area which is affected by the proposed Primary Highway project and the LPA does
adopt an FIS in an area affected by the project after the date of this Agreement, the LPA shall
promptly provide notice of the FIS to the DOT.
2015-4-115 Waterloo
July 2014
b. The LPA will comply with all provisions of the equal employment opportunity requirements prohibiting
discrimination and requiring affirmative action to assure equal employment opportunity as required by
Iowa Code Chapter 216. No person will, on the grounds of age, race, creed, color, sex, sexual
orientation, gender identity, national origin, religion, pregnancy, or disability, be excluded from
participation in, be denied the benefits of, or be otherwise subjected to discrimination under any
program or activity for which State funds are used.
c. It is the intent of both (all) parties that no third party beneficiaries be created by this Agreement.
d. If any section, provision, or part of this Agreement shall be found to be invalid or unconstitutional,
such finding shall not affect the validity of the Agreement as a whole or any section, provision, or part
thereof not found to be invalid or unconstitutional, except to the extent that the original intent of the
Agreement cannot be fulfilled.
e. This Agreement may be executed in (two) counterparts, each of which so executed will be deemed to
be an original.
f. This Agreement, as well as the unaffected provisions of any previous agreement(s), addendum(s),
and/or amendment(s); represents the entire Agreement between the LPA and DOT regarding this
project. All previously executed agreements will remain in effect except as amended herein. Any
subsequent change or modification to the terms of this Agreement will be in the form of a duly
executed amendment to this document.
IN WITNESS WHEREOF, each of the parties hereto has executed Agreement No. 2015-4-115 as of the
date shown opposite its signature below.
CITY OF WATERLOO:
By: Date «hp'"`- ✓ ci\, 20 (P.
Title: Mayor
1ht J -Vc1� , certify that I am the Clerk of the City, and that
, who signed said Agreement for and on behalf of
`th
the City was duly authorized to execute the same on the L day of Seek,--" , 201.
Signed:
"Otto Al City Clerk o
aterloo, Iowa
IOWA DEPARTMENT OF TRANSPORTATION:
By: Date , 20_
E. Jon Ranney
District Engineer
District 2
2015-4-115 Waterloo 9
July 2014
Project Location
EXHIBIT A
Projects:
N HSX-63-6(75)-3 H-07
NHSX-6 3-6 (87) — 31-I-07
N HSX-63-6(90)-311-07
NHSX-63-6(92)-3H-07
NHSX-63-6(96)-3H-07
N HSN -63-6(97)-2 R-07
Projects:
NHSX-63-6(78)-3H-07
N HSX-63-6(91)-3 H-07
2015-4-115 Waterloo
10
July 2014
APPENDIX A
re 10,90 ry 8eai•'0.!,91 s) Pwurpp Statio111,6:1(...,,,..- ts silinato
IDOT Protect Ahe HSX-063 6 07) 3 07
Lora ed o S u 1SI a of l e ceddaar R er
a�gLlS 3 a oo
..:�...vL-�w,Mr„r✓ a�_t..+ _�,5✓: w^"i,-,'"Cx. ,... .n,-�,+�,; ^z;,rru u��� �-Na„> �?3"_ ...,.v-..-�..,,.. ,�,vaa,.m
26 Fepruary
"<a",;.h:. _-:.aw
Total Estimated ;.
Item No,
Description
Unit
Unit Price
Division 3
Participating '.
Quantity .'
Construction 'Costs
South
1
Rock Excavation
CY
$ 275.00
125.0
$ 34 375.00.
2
Excavation -
CY
':$.. ' 12.00
1300.0
'$ ' 15,600.00
3 -:
Excavation Support and Protection
, LS "$
150,000.00
:1.0
'$ 150,000.00.
4 -
Backlit]
CY
$ 10.00
'800.0
$ 8,000.00
5 "
Structural Concrete
CY
$ '-650.00
350.0
($ 227,500.00
6 >'
Parking and Recreational Trail
'.-SY
$ 50.00
':60.0
'$ 4,000.00
7 :.
Dewatering
: LS
$-: 75,000.00
1.0
:$ .:75,000.00
8 "41x6'
Sluice Gate w/ Electric Actuator
'- FA
$ 60,000.00
: 2.0
$ 120,000.00
9
Electrical and Control Building
LS
$`:. 300,000.00
`'-1.0
'.$ 300,000.00
'.. 10
Pump Package:
EA
$ :. 400,00000
1.0
:$ -400,000.00.
11 '':
Pump Outlet Structure
CY
$ 650.00
75.0
'$ 48,750.00
12 ''
Rip•Rap
” TON
$ 6000
175.0
$ 10,500.00
'- 13
Flood Contingency Plan
LS
$ 50;000.00-1.0
$ --50,000.00
14
Contingency (15% Construction Cost)
LS
$ 216,558.75
is 1.0
r$ 216,558.75.
DOT
"City
Estimated Participating Costs (see Split Below)
$ :629,247.54
$ : 1,031,036.21
Total Estima
ed Construction Cost
$ 1,660;283.75.
Total Estimated Construction Cost (Rounded)
$ "'1,660,300.00.
1.) Estimate does not include ROW cost required for Pump Station Construction.
Estimated Drainage Area to Proposed Outfall (Does not include Washington St. Overflow) - 36 4 Acres.
Estimated Total DA within DOT ROW 138 Acres
State
Participation.
City
Participation
(Source: Iowa DOT Section 4A-11)
Iowa DOT Right-of-way area along protect x 100%
Total area draining onto project limits
100% - State Participation
2015-4-115 Waterloo 11
13.8
36.4
37.9%
6Z1%
plel fi, :! ear (,41y o s
Pro e
aonngUs63
u p Stat p Oosfs Esi'Imate
9 3r63•(0 8 3
Wn roofA
Item No.
Description
•
UnIt 1
Unit Price
Division 3
Total Estimated
Participating Quantity
Construction Costs
North
1
Excavation
CY
$' 1200
125.0
$ 1,600.00
2 :'
Backlit!
CY
$' 10.00
200.0
$ 2,000.00
3 '
Structural Concrete
CY
$ 650.00
'.1125.0
':$ 81,250.00
A
Parking and Entrance Drive
SY
$" 50.00
180.0
$ 9,000.00
6
Existing Structure Modifications:
LS
$i % 150,000.00
"1.0
$ -' 150,000.00'
6
Dewatering
"' LS
$ 75,000,00
`1.0
$ ' 75,000.00
7
48" Sluice Gate w/ Electric Actuator
`' EA
$ 42,000.00
4.0
i$ --168,000,00
8
Electrical and Control Building ':
"' LS
$"" 325,000.00
: 1.0
:$ 325,000.00
9
Pump Package
EA
$ 430,000.00
5.1.0 `:$
- 430,000.00..
10
Ductile Iron Outlet Piping
- LF
$:': 360.00
=150.0
-$ 52,500.00.
11
Rip-Rap
TON
$ 60.00
75,0 ';$
.4,600.00'.
12 `
Flood Contingency Plan
LS
$ 10,000.00
; 1.0
S$ ;10,00000.
13 -'
Contingency(15% Construction Cost)
--LS
$ : 190,312.50
1.0
'.$ 198,312.50
'DOT
City
Estimated Participating Costs (See Sp it Below)
$ ,'.: 152,011:31
$ -1,363,051.19
Total Estenated Construction Cost
$" 1,505,062.50
Total Estimated. Construction Cost (Rounded)
:$ 1,606,100.00
Estimated Total Drainage Area to ()offal! 82 Acres
Estimated Total DA within DOT ROW 8.3 Acres
State Iowa DOT Right-of-way area along protect x 100%
Total area draining onto project limits;.
Participation
City
Participation
(Source: Iowa DOT Section 4A-11)
::.100%- Siete,Padiclpalion
2015-4-115_Waterloo 12
82
July 2014
APPENDIX C
1.) EslImale 4 es not include costs for removal o(ex6Mg Maim sever pipe orslniclures
2.) Esitmals et ss na0nclude costs assocjated Oh pavement removal and replacement,
Estimated Dee nape Area to Proposed Oul(aII (Does notIndudo Washln9ton SI, Oveal
Estimated Tol I DA sown DOT ROW 13.6 Ayes
State `.Jove DOT Wahl -of -way area alone prolect x 100a'a
Padicipallan Totdl area draining onto project lints
City toots -sale PedidpaOon
Parlloipalion
(Source: lova DOT Seelion 4411)
Ea- all GoatSplllsPoo'O(`vislon a
Pre)tmir 7Colls�f4 thiStC136tgslll)1-ta555ofm
63Droj et )JeJters-„,:a49
loo ProJecfJJu be IHSX
WW
6 er RI or)
qa q 0
Division 1 DOT
Design
DivIny 2 city
Division 3
Total QoanIily
Total EsIlmstod
Item No
Doscd°lion
Unit
pdco
Construction
:partIclonlinu
: Costs (All
Qnnnllty +
: Quantity
Quantity
(All Divisions)
l DIVlstans)
,Unit
South
1
CONNECT EXISTING STORM SEWER
EACH
5 1,000.00
0
' 1
1
11
$ :11,000.00
STORM SWR GMAIN,TRENCHED RCP 2000015'
LF
$ =45.00'.
1155
252
1410
$ ..63460.00.
sTORMSWR G-MAIN,TRENCHED RCP 20000,18'
LF -'
5 -50.00
430
52
' 33
1518
$ 25,5000
STORM SWR GMAIN,TRENCHEO,RCP :2000024"
IF -.`:
S "-0500
29
<` 29
$ :1605.00
6
STORM 0WRG.MAIN,TRENCHED, RCP: 20000,36'
LF '.
$ '100.00
12
12
S :1,200.00
`-.6 =
STORM SWR G- MAIN TRENCHED, RCP 2000048'
IF ::
S '135.00.
230
1269
:1605
5 -203175.00
7 ':
STRM SWRQ'M;TRENCHED, RCAF 20000,20X10°
IF
$ 570.00
191
:'141
S 9870.00
5 '-
STRM8WRGM,TRENCHED, RCAF 20000,37X23'
IF
$ -8500
73
73
5 `:0205.00
STRIASWR O-M;TRENCHED, RCAP20000,59X30"..
LF
5 '200.00
175
300
205
:680
$ '130000.00
10 `:
PRECAST CON° BOX CULV 66(4'
LF ':'
$ ';00000
a 150
'160
5 ' 90000.00
11 "'
MANHOLE, STORM SWR,SW402
EACH -:
$ '4.000.00
3
1
: 4
3 10000.00
'12 `"
MANHOLE, STORM SWR. 8W402 MOD
EACH 1:
$ 4,600.00
0
1
- 3
': 10
$ 4500000
13 '
MANHOLE, STORM SWR, $W403
EACH ':
$ -5,260.00'.
2
`2
$ 10,500.00
14 ':..
INTAKE SW.505
EACH
$ 1:4,000.00
3
`c 3
S 12000.00
15 :
INTAKE 8W-505 MCD
EACH :.=
$ :-:4,750.00
1
2
1
-'.4
$ :':19,000.00:
'-18 ':'
INTAKE' SW.507 -
EACH
$ `-3,500,00
10
:'- 10
6 35,000.00
17 "'
INTAKE SW507 MOD
EACH
$ =4,260.00
3
3
5 `:'12750.00
10
INTAKE,SW508 MOD - --
EACH
$ "'5,000.00
1
-1
$ ':5000,00
-= 10 '
INTAKE. SW.509
EACH `L
S :4,250.00
7
1
0
5 34,00000
20 :-
INTAKE SW.511
EACH
$ :.'3,250,00
2
`:2
S -6,600.00
21 -
INTAKE SW 641
EACH -"
$ -:4,760,00
9 -
+ A
S 49,000.00
:c. 22 :
INTAKE, SW541 MOD
EACH
$ ^6,00000
2
1
a:3
$ '10000.00
23 ° '
INTAKE EXTENSION UNIT SW542
EACH :.^
$ 2,500.00
1
`. 1
5 >: 2.600.00.
24 ;-
INTAKE, SW.545
EACH
'5,500.00
4
`°4
$ `22000.00
BUDDRAIN, LONGITUDINAL (SHLD) 4'
LF - :
$ -5.00,
5500
-.6500
6 ' `27600.00
26 °'
SUBDRAIN OUTLET, 014-303 -
EACH
$ 100.00'
86
-: 86
$ 15,480.00
-:: 27 '-
SPECIAL INTAKE 1
EACH -
$ "10000.00.
- 2
::'2
$ '-.20000.00
:'. 28 r....
SPECIALINTAKE2
EACH '-.
5 '-15,000.00'
- 1
`" 1
5 :-15,000.00
29 t.
EXCAVATION, CL 10, RDWY40ORROW
CY :
$ -6.50
6000
:6000
$ -'39000.00.
30 -:
DECOMMISION EXISTING GATEWELI
L8 `.
$ -'20,000.00.
1
':1
$ 20,000.00
31
PLUG EXISTING STORM SEWER AT SECOND ST.
L6 ':. :
$ -:15,000:00
1
S:1
$ 15000.00.
Estimalad Division Consinretton Costs
:
$ 434,475.00
$ 120.190,00
5° 403,100,00
Contingently (15% Construction Costs) Rounded
5.'`85,000.00
$ 1$,00000
$ 60,000.00
:..
Total Division Costs
-
6 400,475,00
$ 130,190,00
5 ' 403,100.00
Total EsOmated Constmdlon cost
$ 1100,765.00
Total Ea11m8104 Canelruallon Coe(114000404)
$ 1,100,800AD
1.) EslImale 4 es not include costs for removal o(ex6Mg Maim sever pipe orslniclures
2.) Esitmals et ss na0nclude costs assocjated Oh pavement removal and replacement,
Estimated Dee nape Area to Proposed Oul(aII (Does notIndudo Washln9ton SI, Oveal
Estimated Tol I DA sown DOT ROW 13.6 Ayes
State `.Jove DOT Wahl -of -way area alone prolect x 100a'a
Padicipallan Totdl area draining onto project lints
City toots -sale PedidpaOon
Parlloipalion
(Source: lova DOT Seelion 4411)
Ea- all GoatSplllsPoo'O(`vislon a
IOO
014
Division 1 -
6408,475.00
Olvisisn2
:
$ " 136,190.00
Olvldon 3(Baseaon Peicenlagas Abolo) :
8175514.50
$.: 267565.10
Tolel0 limatad Conslruellon Casts
3074980.00
$ 425,77010
2015-4-115 Waterloo 13
PrOil nhIn,A Co sfryctlomcost E6 I1nate
a p o cot r.
tIS B7 pco actX n Ii S�tq
DQ R Hee I
'^ 26 e S
Storm Se peslgn
ceder Rive
e . i T
I B 3 �7
�
Division 1
Item No,
Doacrlptlort
Unit
Unit Price'.
Division 1
': Division 2
Division 3
Total Quantity
(AO Divisions)
Total. Estimated
Construction
participating
).Quantity
Costs IAil
001' Quantity
My Quantity
Divisions)'"
noon
1
CONNECT EXISTING STORM SEWER
EACH
$ =1,000.00
6.0
1.0
7,0
$ °7,000.00'
2
STORM SWR AMAIN TRENCHED, RCP 200013,15'
: LF
$ <' 45.00
1573.0
104.0
:1637.0
$ °'.75486.00:
3
STORM SWR G- MAIN. TRENCHED, RCP 20000,18'
LP'
""50.00
450
20.0
473.0(
$ : 23,850.00
4 -
STORM SWR G -MAIN TRENCHED' RCP20000,24"
IF`
$ ':86.00
$
95,0
92.0
1:-410
228,0
$ '114,820.00
6'
STORMSWR: C. MAIN,TRENCHED, RCP 20000, 30°
I.
$ '.80.00
359.0
'> 110.0
;{4600
$ -'37020.00
<'. a
STORM SWR G-MAIN,TRENCHED RCP2000D,38"
LFr.
$ .100.00
65,0
7800
:853.0
$ :'688300.00
7 :
STORM SWR G-MAINTRENCHED RCP 20000,42"
tF`
$ 115.00
-327.0
:':327.0
$ ':'37,606,00.
a
STORM SWR MAIN,TRENCHED,RCP 2000046'
19
$ 135.00
40.0
:'.497.0
':637.0
$ :`72496.00'
P8
STRM SWR G-M,TRENCHED AGAR 2000037X23
LF
$ 05,00
505.0
1.'605.0
$ :%42,025.00
='90'--STRM
SWR 0-WCAS,'RNLES,RCAP 20000,52X32
LF
$ 176.00
`-60.0
60.0
$ :'10,500.00
>: 11
STRM:: SWRG.M,TRENCHED RCAP 20006,59X361
LE-
$ 200.00
51,0
::.51,0
$ :10.200.00'.
12
MANHOLE, STORM SWR, SW- 402
EACH
$-X1008.00
80
1.0
-. 7.0
..:16.0
$ "' 84,000.00
13 i
MANHOLE STORM SWR SW -402 MOD
EACH
$ =4,500.00
110
<. 80
:14,0
$ s 63,000.00
14 '
MANHOLE STORM SWR, SW -403 -
EACH
$ :6,260.00
3.0
'.
1.0
- 4.0
$ ` 21000.00
16
INTAKE, SW -605
-' EACH
$ 4900,00
1.0
G: 1.0
$ - 4,000.00
18
INTAKE, SW -507
EACH
$ 3,500,00
21.0
2,0
1.0
24.0
$ " 84,000.00
17 ::
INTAKE SW -508
EACH
$ 4,250.00
4,0
'- 4,0
$ ':17,000,00'-
18
INTAKE, SW -5011 MOD
: EACH
$ 600800
3.0
80
$ < 16000.00
19
INTAKE, SW.509
EACH
$ 4260.00
16.0
'- 16.0
$ ': 83;750.00
20
INTAKE,SW510
EACH
$ 5000.00
1.0
1.0
$ `6,000.00
21
INTAKE, SW 511
EACH
$ ':325000
1,0
"a,0
$ i 3260.00
22
INTAKE' SW -541
EACH
$ 4760,00
4,0 :
1,0
:: 5.0
$ 28750.00
'23
INTAKE, SW -541 MOD -
:EACH
$ 5000.00
28
':2.0
$ .x112000.00
24
INTAKE EXTENSION UNIT, SW -542
EACH
$ -2,500,00
3.0
3.0
$ 7,500.00
25
INTAKE, SW.645
EACH
$ ':5500.00
3.0
' 3.0
$ -18600.00
SUBDRAIN, LONGITUDINAL, (SHLO) 4"
IF
$ -6.00
8500.0
" 8500.0
$ "42,600,00
27
SUBORAIN OUTLET, O(-303
EACH
$ :180.00
150.0
150.0
$ 1..27,000.00
Estimated Division Construction Costs
-
$ 692,406.00
$ 27,410.00
$ 208,016.09
Contingence (16% Construction Costs) Rounded
-
$ 09,000.00'
$ 4,000.00
$ 40 000.00
Total Division Costs
$ 081,405.00
$ 31,410.00
$ 306,916.00
Total Estimated Construction Cosy"
$ 1019.730.00>
Total Estimated. Construction Cost (ftpunded)'
$ 1,019,700.00
1.) Estimate d es not Includecosts for removal of existing storm sewer Ipo or structures.'
2) Estimate d es not Include costs assodaled with pavement removal nd replacement
3.) Estimate includes replacement ora podlon don exisengN.R. Trunk Line
4.) Esthete Includesstorm sewer and sWctures for Franklin BL
Estimated Total Drainage Area to Outran 82. Ames.
Estimated Total DA Within DOT ROW 8.3 Acres
Stale Iowa 00T Riahl'ofwav area along melon( x 100%
Participation Total area draining onto project lints
Clly 100%-Stalo Pemdpallon
Parliclpallon.
(Source; Iowa DOT Section 4A-11)
..,�. 1. � �
Estimated Cost SpIIIs,PerDivision ='.'100Th
,
..-GATX` '
Division 1
$ 891,405.00
Division2
$ 31,410.00
Division 3 (Based on Percentages Above)
$ 30,090.42
':$275,918.59
Total Estimated Construction Costs
$ 712,403,42
$307,326.69
2015-4-115 Waterloo
July 2014
APPENDIX E
Project NHSX-063-6(075)--3H-07 Storm Sewer/Manhole/Intake Cost Estimate
STORM SEWER
Storm Sewer Description Length Estimated City Cost Estimated
Line No. (I.f.) Unit Cost Share City Cost
(Percent)
Line P -1C 30 inch, 2000D 63 $ 96.13 33.4 $ 2,022.77
Line P-3 24 inch, 2000D 181 $ 74.33 33.4 $ 4,493.55
Line P-1 15 inch, 2000D 24 $ 65.66 33.4 $ 526.33
Line P -7A 15 inch, 2000D 31 $ 65.66 100 $ 2,035.46
Line P-7 15 inch, 2000D 40 $ 65.66 100 $ 2,626.40
Line P-6 15 inch, 2000D 32 $ 65.66 100 $ 2,101.12
Line P-8 15 inch, 2000D 119 $ 65.66 100 $ 7,813.54
Line P-5 15 inch, 20000 27 $ 65.66 100 $ 1,772.82
Line P-4 15 inch, 30000 35 $ 53.68 100 $ 1,878.80
Line P-308 18 inch, 20000 25 $ 58.21 33.4 $ 486.05
Line P-309 18 inch, 20000 43 $ 58.21 33.4 $ 836.01
Line P-310 18 inch, 20000 32 $ 58.21 33.4 $ 622.15
Line P-313 36 inch, 20000 32 $ 96.13 85.3 $ 2,623.96
Line P-311 36 inch, 30000 30 $ 165.23 85.3 $ 4,228.24
Line P-314 42 inch, 30000 7 $ 781.16 33.4 $ 1,826.35
Line P-54 54 inch, 30000 100 $ 184.00 100 $ 18,400.00
Remove Pipe Greater than 36" 100 $ 42.97 100 $ 4,297.00
MANHOLES/INTAKES
Manhole or Type Count Estimated City Cost Estimated
Intake No. Unit Cost Share City Cost
I -1C SW -511 1 $ 2,870.00 33.4 $ 958.58
MH -3 SW -402 (4 ft x 4 ft) 1 $ 5,320.00 33.4 $ 1,776.88
MH -2 SW -402 (4 ft x 4 ft) 1 $ 5,320.00 33.4 $ 1,776.88
MH -7A SW -402 (4 ft x 4 ft) 1 $ 5,320.00 100 $ 5,320.00
1-7 SW -508 1 $ 4,420.00 100 $ 4,420.00
1-6 SW -507 1 $ 4,180.00 100 $ 4,180.00
MH -8 SW -402 (4 ft x 4 ft) 1 $ 5,320.00 100 $ 5,320.00
1-5 SW -508 1 $ 4,420.00 100 $ 4,420.00
1-4 SW -507 1 $ 4,180.00 100 $ 4,180.00
1-308 SW -511 1 $ 2,870.00 33.4 $ 958.58
1-309 SW -510 1 $ 6,250.00 100 $ 6,250.00
1-310 SW -510 1 $ 6,250.00 100 $ 6,250.00
MH -314 SW -402 (4 ft x 6 ft) 1 $ 5,320.00 33.4 $ 1,776.88
MH -311 SW -402 (4 ft x 4 ft) 1 $ 5,320.00 85.3 $ 4,537.96
Total Estimated City Cost $ 110,716.31
2015-4-115 Waterloo 15