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HomeMy WebLinkAboutIDOT Preconstruction Agreement-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. Iowa DOT Agreement No. Staff Action No. Black Hawk Waterloo NHSX-63-6(70)--3H-07 (ROW) 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 -5-2o -1-c Z Z 6 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 (U.S.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 provided; and 2015-4-115 Waterloo 1 July 2014 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: 1. Project Information a. 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 -CN Railroad Shoofly) (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 limits of 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 2 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: 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 NHSX-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 b. 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): $ 10,057,000 Project NHSX-63-6(90)--3H-07 (CN Railroad Bridge): $ 1,401,000 Project NHSX-63-6(92)--3H-07 (Pedestrian Culvert): $ 0 Project NHSX-63-6(87)--3H-07 (Franklin/Newell Signals): $ 343,000 Project NHSX-63-6(96)--3H-07 (Groundwater Suppression): $ 2,225,000 Project NHSN-63-6(97)--2R-07 (Railroad Shoofly): $ 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): $ 6,229,000 Project NHSX-63-6(91)--3H-07 (Jefferson/Franklin Signals): $ 1,411,000 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. 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_Walerloo 4 July 2014 H. 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 within this area of reconstruction. 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. iv. 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 July 2014 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. x. 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. 2015-4-115 Waterloo 6 July 2014 xii. 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. xiii. 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. xiv. 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 to install and remove this temporary paving, including any items of extra work. 3. Traffic Control 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 July 2014 4. Bid Letting a. The projects will be let by the DOT in accordance with its normal letting procedures. 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. 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_Walerloo 8 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: Title: Mayor Date->ekPkC ice'✓ (cd',20'. Dee Ls -`I , certify that I am the Clerk of the City, and that , who signed said Agreement for and on behalf of k the City was duly authorized to execute the same on the 'K day of See4-"°"�"``� , 20 w Signed: c,1/434--‘ City Clerk o aterloo, Iowa IOWA DEPARTMENT OF TRANSPORTATION: By: E. Jon Ranney District Engineer District 2 Date / 2 % , 20 l( 2015-4-115 Waterloo 9 July 2014 Project Location EXHIBIT A Projects: NHSX-63-6(75)-3H-07 N HSX-63-6(87)-3 H-07 NHSX-63-6(90)-3H-07 NHSX-63-6(92)-3H-07 NHSX-63-6(96)-3H-07 NHSN-63-6(97)-2R-07 Projects: NHSX-63-6(78)-3H-07 NHSX-63-6(91)-3H-07 2015-4-115 Waterloo 10 July 2014 APPENDIX A 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 13,8 Acres State Participation Iowa DOT Right-of-way area along project x 100% Total area draining onto project limits City Participation (Source: Iowa DOT Section 4A-11) 100% - State Participation 2015-4-115 Waterloo 11 13.8 36,4 37.9% 62.1% Preliminary 5-Yeaa(65 cfs) PumpStation Costs Est`mate 1001,Project Number NHSX-063 6(078) 3H 07 Located on South Side of the Cedar River aloug;U 9 63 In Waterloo, IA < 26February-16 --` Item No, ; Description Unit Unit Price Division 3 Total Estimated Participating Quantity Construction Costs South 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 Backfill 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 80.0 $ 4,000.00 7 Dewatering LS $ 75,000.00 1.0 $ 75,000.00 8 4'x6' Sluice Gate w/ Electric Actuator EA $ 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 $ 400,000.00 1.0 $ 400,000.00 11 Pump Outlet Structure CY $ . 650,00 75.0 $ 48,750.00 12 Rip -Rap Flood Contingency Plan TON LS $ 60.00 $ 50,000.00 175.0 1.0 $ 10,500.00 $ 50,000.00 13 14 Contingency(15% Construction Cost) LS $ 216,558.75 1.0 $ 216,558.75 ' IDOT City Estimated Participating Costs (See Split Below) $ 829,247.54 $ 1,031,036,21 Total Estimated 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 13,8 Acres State Participation Iowa DOT Right-of-way area along project x 100% Total area draining onto project limits City Participation (Source: Iowa DOT Section 4A-11) 100% - State Participation 2015-4-115 Waterloo 11 13.8 36,4 37.9% 62.1% July 2014 APPENDIX B Item No. Description Unit Unit Price Division 3 Participating Quantity Total Estimated Construction Costs North Excavation CY 12.00 125.0 1,500.00 2 Backlit! CY 10.00 200.0 $ 2 000.00 3 Structural Concrete CY 650,00 125.0 $ 81,250.00 4 Parking and Entrance Drive SY 50,00 180.0 9,000.00 5 Existing Structure Modifications LS 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 $ 168,000.00 8 Electrical and Control Building LS $ 325,000.00 1.0 $ 325,000.00 9 Pump Package EA $ 430,000.00 1.0 $ 430,000.00 10 Ductile Iron Outlet Piping LE 350.00 150.0 52,500.00 11 Rip -Rap TON 60.00 75,0 4,500.00 12 Flood Contingency Plan LS $ 10,000.00 1.0 10,000.00 13 Contingency (15% Construction Cost) LS 196,312.50 1.0 $ 196,312.50 IDOT City Estimated Participating Costs (See Sp it Below) $ 152,011,31 $ 1,353,051.19 Total Estimated Construction Cost $ 1,505,062.50 Total Estimated Construction Cost (Rounded) 1,505,100.00 Estimated Total Drainage Area to Outfall 82 Acres Estimated Total DA within DOT ROW 8.3 Acres State Participation Iowa DOT Right-of-way area along protect x 100% Total area draining onto project limits City Participation (Source: Iowa DOT Section 4A-11) 2015-4-115 Waterloo 100% - State Participation 12 8.3 82 10.1% 89.9% July 2014 APPENDIX C 1.) Eslimato d es net include costs for removal of existing storm sower pipe or structures. 2.) Estimate dons nol include costs associated vAlh pavement removal and replacement Estimated Ora nage Area to Proposed Outran (Does not Indude Washington SI. Overflow) - 30.4 Aaes Estimated Tal I DA vAlhin DOT ROW 13.5 Aces Slate lova DOT ',hl -oliva a alc x 00Y 13.0 Participation Total area draining onto preyed ilmtis a 30.4 City 100"/Slate Participation Participation (Source: Iowa DOT Se ction 4A-11) 37.91 62.1% Estimated Cost Spills Per Division Preliminary ,. IDOT Constru lion Cost Fsllrnate Storm Sewer 0,S 63 ProJ. ct (Jollersar St to Cedar River) Protect Number NH,SX 063 6(070)7.3-H '' 20-Feb'1B'- ,," Design- 07 $469 475.00 Division 2 $ 136190.00 Division3 (Based on Percentages Above) $175,51480 $ 207.505.10 Total Estimated Total Estimated Construction Costs $ 674,989.90 $ 425.775.10 Division 3 Construction DI I Ion 1 DOT D 'sic 2 CII Partici Minn atal uantli Cp Is Ali i Hall Price Oua til uanlit Quanta All Divisions 'visions CIIIIIIIIIISIMM-A 000.00 0 SEEM. $ 1000.00 0000 $ 13 © STORM SWR 0 -MAIN TRENCHED RCP 2000010' ® 4 $ 50.00 1150 ®-.5 63 460.00 © STORM SWR 0 -MAIN TRENCHED RCP 2000018° 0 $ 50.00 430 IIIIIIIICanna STORM SWR CsMAIN,TRENCHED, RCP 20000 24"111110111MIIIIIIIMS11111-IIIIIIIECIIIM®' STORM SWR GMAIN TRENCHED, RCP 2000036" 0 $ 100.00 ®--®$ 1200,00 ® STORM SWR O'MAIN TRENCHED RCP20000,10' 0MIIIIIC011-ElallM11111111111111=111 $ 203 175,00 O STRM SWRG-M TRENCHED RCAP 2000029X10' MMIll$ 70.00 141 --®5 9070.00 O STRM SWRO.M,TRENCHED RCAP 2000037%23' glaEMNIICaal73 6205.00 O STRM SWRO MTRENCHED RCAP 2000069%3G" IIIIIIIEM5 200.00 ®Oen $ 130000.00 0i ®$ 000.00--a®' $ 50500.50 ®MANHOLE STORMSWR 51/2.402 CI $ 4500.00 © 0© $ 16000.00 MANHOLE. STORM SWR SW402 MOD ®$ 4.500,00 0 1 ©1' $ 45.000.00 CIX. CI$ 6.250.00 -- 2 © $ 10500.00 MIIIE31111lMEMISMEEEBM$ 4000.00 -MICI ©$ 12000.00 MEM INTAKE,SW-505M00 nil5 4760.00 a©opo $ 19,000.00 MEMEMMISIIMMQEMI5 3$00.00 IIIIIIIIIC--[i $ 35.000.00 17 INTAKE SW -507 MOD ®$ 4250,00 0--© $ 12750.00 10 INTAKE ®$ 5000.00 0--0 $ 5000,00 INTAKE SW.500 ®5 4,250.00 00-0' 6 34000,00 ®' $ 3250.00 ©--© $ 6500.00 ® i0 $ 4750.00 0--0 $ 19,000.00 4'MZMMEEZIIIIWZEIM S 5000.00 ©-0© $ Arm® ® INTAKE EXTENSION UNIT 891.542 NIMIII $ 2500.00 --00 $ 2,500.00 IIIIMM INTAKE ®$ 5500.00 0--0 $ 22000.00 ® S000RAIN LONGITUDINAL, SHLD 4' ® Inn MEM --EEG= $ 27500.00 © SU0DRAIN OUTLET DR 303 a$ 100.000--06 15400.00 InIEZECInlinlIMEIM $ 10000.00��©© $ 20050.00 0 n $ 15000.00 00 $ 15000.00 O EXCAVATION, CL 10 RDWY40ORROW 11111111aM111111111113 6000 -- 6000 5 30050.00 $ 20000.00 30 0" $ 20,000.00--0CM $ 15000.00 31 LS $ 15000.00 -0- ----- C $ 120 190.00 $ 403 100.00 Contingent 157. Construction Costs Rounded -- $ 55,000.00 $ 10 000.00 $ 00 000.00 - - Total Division Costs -- $ 499 475.00 5 138,190.00 $ 403,100.00 - ---la IIIIMIIIIM $ 1 100 705.00 $ 1,100800.00 1.) Eslimato d es net include costs for removal of existing storm sower pipe or structures. 2.) Estimate dons nol include costs associated vAlh pavement removal and replacement Estimated Ora nage Area to Proposed Outran (Does not Indude Washington SI. Overflow) - 30.4 Aaes Estimated Tal I DA vAlhin DOT ROW 13.5 Aces Slate lova DOT ',hl -oliva a alc x 00Y 13.0 Participation Total area draining onto preyed ilmtis a 30.4 City 100"/Slate Participation Participation (Source: Iowa DOT Se ction 4A-11) 37.91 62.1% Estimated Cost Spills Per Division - IDOT Cily Division 1 $469 475.00 Division 2 $ 136190.00 Division3 (Based on Percentages Above) $175,51480 $ 207.505.10 Total Estimated Construction Costs $ 674,989.90 $ 425.775.10 2015-4-115 Waterloo 13 July 2014 APPENDIX D L Prollrnlnary-Crelstruction �.s IDOT Cost Estimate Storm Seater Design Protect (FraaKIin St, to Ceder River), ProJed('NUM6er[JHSX0636(078) 3Hi07 Division 1 Ilam No. Description Unil Unit Prico Division 1 Division 2 Divislo113 Total Quantity Ma Divisions) Total Estimated" Construction Participating Qriantity. Costs (All Divisions) D07 Quantity City Quantity Norl 1 CONNECT EXISTING STORM SEWER EACH $ 1000.00 6.0 1.0 7.0 $ 7,000.00 2 STORM SWR GMAIN,TRENCHED RCP20500,15" LF $ 45.00 1573.0 104.0 1677.0 $ 75,4195.00 3 STORM SWR GMAIN,TRENCHED, RCP 2000018" LF $ 50.00 453.0 20.0 473.0 $ 23,650.00 4 STORM SWR &MAIN TRENCHED; RCP 2000024" LF $ 65.00 95.0 92.0 41.0 228.0 $ 14,820.00 6 STORM SWR GMAIN,TRENCHED, RCP 20000,30" IF $ 80.00 359.0 110.0 469.0 $ 37,520.00 6 STORM SWR G'MAIN,TRENCHEO, RCP 20000,36" LF $ 100.00 65.0 788.0 853.0 $ 85,300.00 7 STORM SWR G-MAIN,TRENCHED, RCP 20000,42" LF $ 115.00 327.0 327.0 $ 37,605.00 0 STORM SWR G-MAIN,TRENCHED, RCP 20000.48" LF $ 135.00 40.0 497.0 637.0 $ 72,495.00 9 STRM SWR G-M,TRENCHED, RCAP 20000,37X23" LF $ 85.00 505.0 505.0 $ 42,926.00 10 STRM SWR G-MJCAS,TRNLES,RCAP 20000,52X32 LF $ 175.00 60.0 590 $ 10,500.00 11 STRM SWR G-M,TRENCHED, RCAP 20000,59X36" LF $ 200.00 51.0 51,0 $ 10,200.00 12 MANHOLE, STORM SWR, SW'402 EACH $ 4000.00 8.0 1.0 7.0 16.0 $ 64,000.00 13 MANHOLE, STORM SWR, SW -402 MOD EACH $ 4,500.00 11.0 3.0 14.0 $ 63,000.00 14 MANHOLE, STORM SWR. SW -403 EACH $ 6,260.00 3.0 1.0 4.0 $ 21,00000 16 INTAKE, SW -505 EACH $ 4,000.00 1.0 1,0 $ 4,000.00 18 INTAKE, SW -507 EACH $ 3,600.00 21.0 2.0 1.0 24.0 $ 84,000.00 17 INTAKE, SW -509 EACH $ 4,250.00 4.0 4.0 $ 17.000.00 18 INTAKE, SW -508 MOD EACH $ 6,000.00 3.0 3.0 $ 15,000.00 19 INTAKE, SW -509 EACH $ 4250.00 15.0 16.0 $ 83760.00 20 INTAKE SW -610 EACH $ 5000.00 1.0 1.0 $ 5,000.00 21 INTAKE, SW -511 EACH $ 3260.00 1.0 1.0 $ 3,250.00 22 INTAKE, SW -541 EACH $ 4,750.00 4.0 1.0 6.0 $ 23,750.00 23 INTAKE, SW -541 MOD EACH $ 6,000.00 2.0 2.0 $ 12,000.00 24 INTAKE EXTENSION UN11' SW -542 EACH $ 2,600.00 3.0 3.0 $ 7,50000 25 INTAKE, SW545 EACH $ 5.500.00 3.0 3.0 $ 16,600.00 26 3000RAIN, LONGITUDINAL, (SHLO) 4" LF $ 6.00 0500.0 8500.0 $ 42500,00 27 SUBORAIN OUTLET, DR -303 EACH $ 180.00 150.0 150.0 $ 27,000.00 Estimated Division Construction Costs $692405.00 $ 27,410,00 $ 200,915.00 Contingency (15% Construction Costs) Rounded $ 09 000.00 $ 4000,00 $ 40,000.00 Total Division Costs $ 601,406.00 $ 31,41090 $300915.00 To al Estimated 0 nskuellori Cost $ 1.019,730.00 Total Estimated Construction Cost(Rounded) $ 1,010,700.00 1.) Estimate does not include costs for(emoval of existing storm sewer pipe or structures. 2.) Estimate does nal Include costs assodaledwtlh pavement removal and replaceme 1. 3.) Estimate Indudes replacement el o portion elan existing N.0. Trunk Line 4.) Estimate includes storm sewer and structures for Franklin SI. Estimated Tolai Drainage Area to OulIalI 82 Actes Estimated Total DA within DOT ROW 8.3 Acros Slate Iowa DOT Rloht-efwav area alarm protect x 100% 8.3 10.1% 82 Participation Total area draining onto prefect ilmlis City 100% -Stale Podicipolion Participation (Source; Iowa DOT Section 4A-11) 89.9% Estimated Cosi Splits Per Division IDOT. City Division 1 $ 601 405.00 Division $ 31,410.00 Division 3 (Based on Percentages Above) $ 30 998.92 $276 910.59 Total Estimated Construction Costs $ 712,493.42 $ 307,320.69 2015-4-115_Waterloo 14 July 2014 Project NHSX-063-6(075)--3H-07 Storm Sewer/Manhole/Intake Cost Estimate Storm Sewer Line No. Line P -1C Line P-3 Line P-1 Line P -7A Line P-7 Line P-6 Line P-8 Line P-5 Line P-4 Line P-308 Line P-309 Line P-310 Line P-313 Line P-311 Line P-314 Line P-54 Remove Pipe Manhole or Intake No. I -1C MH -3 MH -2 MH -7A 1-7 1-6 MH -8 I-5 1-4 1-308 1-309 1-310 MH -314 MH -311 STORM SEWER Description 30 inch, 2000D 24 inch, 2000D 15 inch, 2000D 15 inch, 2000D 15 inch, 2000D 15 inch, 2000D 15 inch, 2000D 15 inch, 2000D 15 inch, 3000D 18 inch, 2000D 18 inch, 2000D 18 inch, 2000D 36 inch, 2000D 36 inch, 3000D 42 inch, 3000D 54 inch, 3000D Greater than 36" MANHOLES/INTAKES Type SW -511 SW -402 (4 ft x 4 ft) SW -402 (4 ft x 4 ft) SW -402 (4 ft x 4 ft) SW -508 SW -507 SW -402 (4 ft x 4 ft) SW -508 SW -507 SW -511 SW -510 SW -510 SW -402 (4 ft x 6 ft) SW -402 (4 ft x 4 ft) Total Estimated City Cost Length Estimated City Cost (I.f.) Unit Cost Share (Percent) 63 $ 96.13 33.4 181 $ 74.33 33.4 24 $ 65.66 33.4 31 $ 65.66 100 40 $ 65.66 100 32 $ 65.66 100 119 $ 65.66 100 27 $ 65.66 100 35 $ 53.68 100 25 $ 58.21 33.4 43 $ 58.21 33.4 32 $ 58.21 33.4 32 $ 96.13 85.3 30 $ 165.23 85.3 7 $ 781.16 33.4 100 $ 184.00 100 100 $ 42.97 100 Count Estimated City Cost Unit Cost Share 1 $ 2,870.00 33.4 1 $ 5,320.00 33.4 1 $ 5,320.00 33.4 1 $ 5,320.00 100 1 $ 4,420.00 100 1 $ 4,180.00 100 1 $ 5,320.00 100 1 $ 4,420.00 100 1 $ 4,180.00 100 1 $ 2,870.00 33.4 1 $ 6,250.00 100 1 $ 6,250.00 100 1 $ 5,320.00 33.4 1 $ 5,320.00 85.3 2015-4-115 Waterloo 15 APPENDIX E Estimated City Cost $ 2,022.77 $ 4,493.55 $ 526.33 $ 2,035.46 $ 2,626.40 $ 2,101.12 $ 7,813.54 $ 1,772.82 $ 1,878.80 $ 486.05 $ 836.01 $ 622.15 $ 2,623.96 $ 4,228.24 $ 1,826.35 $ 18,400.00 $ 4,297.00 Estimated City Cost $ 958.58 $ 1,776.88 $ 1,776.88 $ 5,320.00 $ 4,420.00 $ 4,180.00 $ 5,320.00 $ 4,420.00 $ 4,180.00 $ 958.58 $ 6,250.00 $ 6,250.00 $ 1,776.88 $ 4,537.96 $ 110,716.31 010WADOT SMARTER I SIMPLER 1 CUSTOMER DRIVEN October 3, 2016 Ms. Suzy Schares City Clerk City of Waterloo 715 Mulberry Street Waterloo, IA 50703 www.iowadot.gov District 2 Office 428 43rd Street SW 1 Mason City, IA 50401 Phone: 641.423.7584 1800.477.4368 Fax: 641.422.9453 Re: Preconstruction Agreement Project No.: NHSN-063-6(70)(75)(78)(87)(90)(91)(92)(96)(97)--3H-07 Agreement No.: 2015-4-115 Dear City Clerk Schares, Please find enclosed is a signed copy of Agreement for project numbers NHSN-063-6(70) (75) (78) (87) (90) (91) (92) (96) (97)--3H-07 for reconstruction work on US 63 at Franklin Street to Newell Street and from Jefferson Street to Franklin Street in Waterloo. Thank you. Sincere) ("AL Mar Callahan, P.E. Dist i t 2 Design MC:ac Enclosure 1