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HomeMy WebLinkAboutIDOT Railroad Crossing Surface Repair 10.5.2020 C4610WADOT State of Iowa State - Aid Form 291308 (04-16) Grade Crossing Surface Repair Fund Rail Transportation Bureau Force Account Agreement 800 Lincoln Way, Ames , IA 50010 g Chicago , Central & Pacific Railroad Railroad Crossing Location Information County Blackhawk FRA No , 307173S Location : Burton Avenue Waterloo Street Name City Name 307173S46 Project Number Contact Information Highway Authority Contact : Jamie Knutson Office Phone No : (319) 291 -4312 Email Address : jamie . knutson@waterloo-ia . org Railroad Company Contact : Nicholas Burwell Office Phone No : (319) 236-9205 Email Address : nicholas .burwell@cn . ca Iowa DOT Program Manager : Kristopher Klop Office Phone No : (515 ) 239- 1108 Email Address : kristopher. klop@dot. iowa. gov Iowa DOT Project Inspector : Travis Tinken Office Phone No : (515 ) 290-5055 Email Address : travis . tinken@dot . iowa . gov Page 1 of 9 FRA No : 307173S THIS AGREEMENT, entered into pursuant to Iowa Code Ch . 327G and 761 Iowa Administrative Code, Chapter 821 , is between the city of Waterloo , Iowa, hereinafter referred to as HIGHWAY AUTHORITY, and Chicago Central & Pacific Railroad , hereinafter referred to as COMPANY, and Iowa Department of Transportation, hereinafter referred to as DEPARTMENT . The HIGHWAY AUTHORITY and the COMPANY agree to repair the at-grade crossing located at Burton Avenue in Waterloo , Iowa , and further agree as follows . SECTION I . Work Statement and Performance. The COMPANY and the HIGHWAY AUTHORITY have determined the extent of the repair to be performed at this crossing, including railway, roadway approach modifications , and replacement of existing sidewalks and/or recreational trails . This repair shall conform to the COMPANY and HIGHWAY AUTHORITY Standards . The agreed work , generally described in the Work Statement identified as Exhibit "A " attached hereto and made part of this Agreement, is to be performed by COMPANY forces . In the absence of specific COMPANY standards that have been accepted by the DEPARTMENT, BNSF/Union Pacific Railroad common crossing standards shall be used as guidance . Current standards are at the following website and considered as part of this agreement : http : //www. iowadot . gov/iowarail/pdfs/UP - BNSF%20road xings%20Std.pdf If the COMPANY chooses to utilize contract company forces to perform the work, the COMPANY must obtain detailed itemized bids for the work to be completed . The COMPANY must provide the bids to the DEPARTMENT and HIGHWAY AUTHORITY for review and approval . The DEPARTMENT and HIGHWAY AUTHORITY shall approve the bid prior to the contract company performing any repair work . In the event that a contract company is utilized by the COMPANY, Exhibit B of this document is in effect and must be followed . The HIGHWAY AUTHORITY will be responsible to have existing sidewalk(s) and/or recreational trail(s) replaced by a contractor or their own forces , in accordance with the Americans with Disabilities Act (ADA) requirements . In the absence of specific HIGHWAY AUTHORITY standards that are acceptable to the COMPANY , the DEPARTMENT's Standard Road Plan MI -220 shall be used . As per Standard Road Plan MI-220 , the detectable warning is to be installed 12 ' from the edge of the nearest rail , and the sidewalk is a minimum width of 5 ' . The project will include the cost of an additional two feet of sidewalk and/or recreational trail , or to the nearest sidewalk and/or recreational trail joint, whichever is less , beyond the detectable warning . Any additional new sidewalk and/or recreational trail beyond that point will be paid by the HIGHWAY AUTHORITY and is not part of this project . Truncated domes are the only detectable warnings allowed by ADA Accessibility Guidelines . Grooves , exposed aggregate , and other designs intended for use as detectable warning are too similar to pavement textures , cracks, and joints and are not considered equivalent facilitation, and do not comply with ADA requirements . Future maintenance of the sidewalk(s) and detectable warning device will be the responsibility of the HIGHWAY AUTHORITY. If the HIGHWAY AUTHORITY chooses to utilize contract company forces to perform the sidewalk or recreational trail work referenced in the above paragraph , the HIGHWAY AUTHORITY must obtain detailed itemized bids for the work to be completed. The HIGHWAY AUTHORITY must provide the bids to the DEPARTMENT for review and approval . The DEPARTMENT shall approve Page 2 of 9 FRA No : 307173S the bid prior to the contract company performing any repair work . The HIGHWAY AUTHORITY will coordinate and have the approaches completed according to the Exhibit "A" of this agreement. The HIGHWAY AUTHORITY will pay the contractor and submit a detailed invoice billing to the COMPANY for 100% of the approach costs, along with costs for the sidewalk, and/or recreational trail . Copies of the contractors ' invoice(s) should be included with the HIGHWAY AUTHORITY's billing. The COMPANY will reimburse the HIGHWAY AUTHORITY at 100% . These costs will then be included in the final billing to the DEPARTMENT and HIGHWAY AUTHORITY. If the HIGHWAY AUTHORITY chooses to place the approaches , sidewalk(s) and/or recreational trail(s) with their own forces , they will submit an itemized billing for 100% of their costs to the COMPANY. The COMPANY will reimburse the HIGHWAY AUTHORITY at 100% . These costs will then be included in the final billing to the DEPARTMENT and HIGHWAY AUTHORITY . The COMPANY will have the asphalt contractor chosen by the HIGHWAY AUTHORITY place the underlayment in the track opening as per the UP/BNF specifications . The billing for all asphalt will be included in the invoice the contractor submits to the HIGHWAY AUTHORITY and handled the same as stated above . SECTION II. Cost Estimate. The estimated cost of the project work is itemized on Exhibit "B" attached hereto , and made part of this Agreement. If project costs exceed the engineered estimate by more than 10% , the accrued costs must be provided to the DEPARTMENT and HIGHWAY AUTHORITY for review . The DEPARTMENT shall not pay any portion of costs over 10% of the estimate until both the DEPARTMENT and the HIGHWAY AUTHORITY have confinned that the costs are properly within the scope of the project and in compliance with the terms of this agreement . SECTION III. Work Start and Completion . The date this agreement is signed by the DEPARTMENT is the COMPANY's authorization to proceed with the work . The COMPANY shall begin the construction of the project as soon as possible after the date the DEPARTMENT signs this agreement and shall complete the project within 18 months . Costs incurred prior to the DEPARTMENT signing the agreement are not reimbursable under this Agreement. Cost incurred more than 18 months after the DEPARTMENT signs this agreement will not be reimbursed unless the COMPANY has requested in writing, prior to expiration of the agreement, and received from the DEPARTMENT a written extension of time for completion . The DEPARTMENT shall have complete discretion, and be the sole authority to grant or deny extensions . Costs incurred for work following the extension time will not be reimbursed . SECTION IV. Traffic Control. The roadway will be closed during repair. Exhibit "A" describes specific closure conditions . The HIGHWAY AUTHORITY is responsible for the establishment and payment for traffic control (i . e . : barricades , signing, detours , detour damage , and runarounds) . The COMPANY shall advise the HIGHWAY AUTHORITY Contact Person : 1 ) a minimum of 60 days in advance of the approximate starting date to allow the HIGHWAY AUTHORITY to implement the detour; and 2) 14 days in advance of the actual starting date to allow the HIGHWAY AUTHORITY adequate time to provide and install appropriate signs on the detour. Page 3 of 9 FRA No : 307173S SECTION V. Work Notification . The COMPANY shall notify the DEPARTMENT and the HIGHWAY AUTHORITY's Contact Person no later than 14 days prior to the start of its work at the crossing. The HIGHWAY AUTHORITY shall be given ample opportunity to document the materials , equipment, and labor required to complete the project . The DEPARTMENT and HIGHWAY AUTHORITY shall have the right to inspect the project work at any time . The HIGHWAY AUTHORITY shall perform on-site inspection of the project work each day. SECTION VI. Project Completion . After the COMPANY has completed the required work , the COMPANY shall so notify the DEPARTMENT and the HIGHWAY AUTHORITY in writing or by email within 30 days of completion . The DEPARTMENT shall arrange an inspection with the HIGHWAY AUTHORITY, and the COMPANY in order for all parties to determine whether the project work has been completed in accordance with the terms of this Agreement or Amendments thereto . Pavement markings and stop lines shall be placed by the HIGHWAY AUTHORITY as required by Part 8 of the Manual on Uniform Traffic Control Devices for Streets and Highways . If the existing traffic control devices at a multiple4rack highway-rail grade crossing become improperly placed or inaccurate because of removal of some of the tracks , the existing devices shall be relocated and/or modified at COMPANY expense pursuant to the Manual on Uniform Traffic Control Devices , Part 8 . If the roadway is widened or relocated, the existing devices shall be relocated and/or modified at HIGHWAY AUTHORITY expense pursuant to the Manual On Uniform Traffic Control Devices , Part 8 . Relocation of the traffic control devices will be completed prior to removal of the detour. When the work has been completed in accordance with the Agreement, the COMPANY, DEPARTMENT, and the HIGHWAY AUTHORITY shall sign a Certificate of Completion and Acceptance form at the project site following final inspection . SECTION VII . Reimbursable Costs. The COMPANY will keep an accurate and detailed account of actual and necessary reimbursable costs incurred under this Agreement . Replacement of existing sidewalk(s) and/or recreational trail (s) , and subcontracted work costs shall be included in detail with the COMPANY billing. The cost of labor, material , all associated additives and subcontracted work costs are reimbursable, and shall be billed on a force account basis in accord with Title 23 Code of Federal Regulations , Part 140, Subpart 1. Labor additives reimbursed are to be exclusive of indirect and overhead costs as elected by the DEPARTMENT and provided for by 23 CFR 140 . 907(a) . The cost of preliminary project engineering, construction inspection, track inspection, relocation of existing signals , signal wires, and switches , or the construction of runarounds will not be eligible project reimbursable costs . A copy of the Construction Sales Tax Exemption Certificate associated with this project, issued by the Iowa Department of Revenue, is attached to the Agreement . The DEPARTMENT shall not be required to reimburse state sales or use tax incurred in any state . However, the DEPARTMENT shall reimburse state sales or use tax incurred in any state other than Iowa , if all of the following conditions are satisfied : 1 ) COMPANY has submitted a written request for tax exemption to the state in which the materials for the project were purchased . This written request shall include a copy of the Constriction Sales Tax Exemption Certificate attached to the Agreement, 2) The state in which the materials for the project were purchased by COMPANY has rejected the COMPANY ' S request for tax exemption in writing ; Page 4 of 9 FRA No : 3071735 2) COMPANY has provided to the DEPARTMENT a copy of all documentation and correspondence relating to the COMPANY ' S request for tax exemption and the other state ' s rejection of such request; and 4) the DEPARTMENT determines that the documentation and correspondence relating to the COMPANY ' S request for tax exemption and the other state ' s rejection of such request demonstrates that reasonable efforts were made by the COMPANY to seek an exemption from the applicable sales or use tax incurred in the other state . SECTION VIII. Cost Sharing. The HIGHWAY AUTHORITY and COMPANY each shall pay twenty percent (20%) of the reimbursable costs defined in SECTION VII for work described in Exhibit "A" . The DEPARTMENT will use the Grade Crossing Surface Repair Fund to reimburse the COMPANY for sixty percent (60%) of the total eligible costs for this project. The DEPARTMENT'S CERTIFICATE OF AUDIT shall establish eligible reimbursable project costs . SECTION IX. Progressive Payments . The COMPANY may submit accurate progressive bills to the DEPARTMENT for sixty percent (60%) of its material , labor and any subcontracted costs included in Exhibit `B ", for each crossing location. The billing for material shall be for those materials that have been delivered to the project location or specifically purchased and delivered to the COMPANY for use on the project. The DEPARTMENT and HIGHWAY AUTHORITY may make progressive payments to the COMPANY for one-hundred percent ( 100%) of each party' s billed participation, or the HIGHWAY AUTHORITY may elect to retain a percentage of their billed participation . SECTION X. Final Billing. If applicable, the HIGHWAY AUTHORITY will submit a detailed billing to the COMPANY for the actual sidewalk and/or recreational trail replacement costs . Upon completion of the project the COMPANY shall submit an accurate final and complete, itemized, electronic billing. Final bill shall include a detailed summary of all incurred costs . SECTION XI. Final Payment. The DEPARTMENT, upon receipt of the final bill and Certificate of Completion and Acceptance form, shall review, and forward the final bill to the DEPARTMENT' S Office of Audits for final audit . Reimbursement to the COMPANY shall be governed by the DEPARTMENT' S Certification of Audit. The DEPARTMENT shall make payment to the COMPANY equal to 60 percent (60%) of the final reimbursable amount, less previous payment . The COMPANY shall promptly reimburse the DEPARTMENT in the amount of any overpayments . The HIGHWAY AUTHORITY shall make payment equal to 20 percent (20%) of the COMPANY final billing or the estimated cost noted on Exhibit `B " of the agreement, less previous payment, within 30 days of its receipt of the COMPANY final billing. In the event of overpayment by the HIGHWAY AUTHORITY as determined by the DEPARTMENT audit of COMPANY records , the COMPANY shall pay the HIGHWAY AUTHORITY the amount of overpayment within 30 days of its receipt of the DEPARTMENT final audit. SECTION XII. Maintenance and Abandonment. Upon completion of the project, the COMPANY shall maintain the crossing surface to provide a safe and sufficient crossing for vehicular travel . If the track is removed from both sides of the crossing, the COMPANY shall remove the surface material , rail and cross ties from the crossing and shall restore the roadway void to the satisfaction of Page 5 of 9 FRA No : 307173S the HIGHWAY AUTHORITY, all at COMPANY expense . If the existing traffic control devices at a multiple-track highway-rail grade crossing become improperly placed or inaccurate because of removal of some of the tracks , the existing devices shall be relocated and/or modified at COMPANY expense pursuant to the Manual on Uniform Traffic Control Devices , Part 8 . Future maintenance of the sidewalk(s) and detectable warning device will not be the responsibility of the COMPANY . SECTION XIII. Standard Title VI Assurances . The COMPANY shall comply with all applicable DEPARTMENT and Federal laws , rules ( including the administrative rules adopted by the DEPARTMENT for the IPPP Program - 761 Iowa Administrative Code , chapter 201 ) , ordinances , regulations , and orders . The COMPANY, and all agents of the COMPANY that participate in the project, shall also comply with Title VI of the Civil Rights Act of 1964 , 78 Stat. 252 , 42 U . S . C . 2000d42 U . S . C . 2000d4 , and all requirements imposed by or pursuant to Title 49 , Code of Federal Regulation, Department of Transportation, Subtitle A, Office of the Secretary, Part 21 - to the end that no person in the United States shall , on the grounds of race, color, or national origin , be excluded from participation in , be denied the benefits of, or be otherwise subjected to discrimination under any program or activity receiving financial assistance from the DEPARTMENT. SECTION XIV. Successor and Assigns . This agreement shall be binding upon all successors or assigns . The COMPANY shall provide written notice to the HIGHWAY AUTHORITY and the DEPARTMENT of any assignment of this Agreement. SECTION XV. Project Contact Persons . All notices and communications essential to complete the work required by this Agreement shall be made to the Contact Persons and the DEPARTMENT specified on the cover page of this Agreement . SECTION XVI . Integration and Amendment. This Agreement and its exhibits constitute the entire Agreement between the DEPARTMENT, the COMPANY, and the HIGHWAY AUTHORITY concerning this project . If the DEPARTMENT determines a substantial change is to be made in the project work described in Exhibit "A", the DEPARTMENT will furnish the written approval of the change . SECTION XVII. Termination Due to Lack of Funds . Notwithstanding anything in this Contract to the contrary, and subject to the limitations set forth below, the DEPARTMENT shall have the right to terminate this Contract without penalty and without any advance notice as a result of any of the following : 1 . The federal government, legislature or governor fail in the sole opinion of the DEPARTMENT to appropriate funds sufficient to allow the DEPARTMENT to either meet its obligations under this Contract or to operate as required and to fulfill its obligations under this Contract; or 2 . If funds are de- appropriated, reduced, not allocated, or receipt of funds is delayed, or if any hinds or revenues needed by the DEPARTMENT to make any payment hereunder are insufficient or unavailable for any other reason as determined by the DEPARTMENT in its sole discretion ; or 3 . If the DEPARTMENT's authorization to conduct its business or engage in activities or operations related to the subject matter of this Contract is withdrawn or materially altered or modified . The DEPARTMENT shall provide the HIGHWAY AUTHORITY and COMPANY with written notice of termination pursuant to this section . The DEPARTMENT will pay the COMPANY for the DEPARTMENT share of the non- cancelable obligations allowable under the Agreement and properly incurred by the Page 6 of 9 FRA No : 307173S COMPANY prior to termination. SECTION XVIII. Merged Documents . This agreement may be executed and delivered in three or more counterparts , each of which so executed and delivered shall be deemed to be an original , and all shall constitute but one and the same instrument . If any section , provision, or part of this Agreement shall be found to be invalid or unconstitutional , such judgment shall not affect the validity of any section, provision, or part thereof not found to be invalid or unconstitutional . SECTION XIX. Agreement Execution . IN WITNESS WHEREOF the COMPANY, the HIGHWAY AUTHORITY and the DEPARTMENT hereto have caused this Agreement to be executed by their duly authorized officers as of the dates indicated below . Executed by the COMPANY Chicago, Central & Pacific Railroad By: C"" 9/25/20 Name v Date Executed by the HIGHWAY AUTHORITY Waterloo, Iowa By: o w,ntin Nart 10/5/2020 Name Date Executed b the DEPARTMENT this Iowa Department of Transportation By: l p— 2` 0 Stuart Anderson, Director Date Office of Rail Transportation Page 7 of 9 C4410WADOT EXHIBIT " A " = WORK STATEMENT Form 040016 (04-18) Iowa Grade Crossing Surface Repair Fund and Federal-Aid Rail/Highway Crossing Surface Repair Meeting Date : 02/ 10/2020 FRA No : 307173S County : Black Hawk Highway Authority : Waterloo RR Company : CN Location : Burton Avenue Street city u 1 . Crossing(s) Reconstructed A . COMPANY will reconstruct 2 crossing(s) of 156 total feet that include 90 feet of Rubber surface material through the traveled roadway and 66 feet of Rubber surface material through the shoulder or sidewalk area . As a minimum , the crossing must extend beyond the edge of the traveled roadway and through the shoulder if not curbed . B . Existing rail weight through crossing(s) 115 2 . Traffic Controls (check below) ❑ A highway runaround will be constructed to permit two-lane traffic during repair. ® The highway will be closed for 7 days during repair. NOTE : The HIGHWAY AUTHORITY is responsible for placement and cost of barricades, signing, detours, detour damage, and runarounds . A . The COMPANY shall advise the HIGHWAY AUTHORITY Contact Person : 1 ) . A minimum of sixty (60) days in advance of the approximate starting date to allow the HIGHWAY AUTHORITY to implement the detour. 2) . Fourteen ( 14) days in advance of the actual starting date to allow the HIGHWAY AUTHORITY adequate time to provide and install appropriate signs on the detour. i' The COMPANY shall advise the STATE PROJECT INSPECTOR fourteen ( 14) days in advance of the actual starting date . 3 . Track Elevation Relative to Existing Road Pavements (check below:) ❑ Tracks will be constructed to meet existing road grade. ❑ Roadway will be reconstructed to meet a proposed new track grade (roadway work is not covered by this Agreement) ® Tracks will be elevated 1 inches above the adjacent roadway requiring a taper (complete item 4A and 4B) In any event, the parties agree to provide a smooth crossing. 4. Roadway Work -- Must be sufficient to provide a smooth crossing. A . Approach Length (estimated) A 50 foot taper on the North side of the crossing and a 50 foot taper on the South side of the crossing, requires 60 tons of HMA material (estimated) . Taper length should not exceed 25 feet for each inch of track rise. This work will be completed by (nark with an Aq : ❑ COMPANY forces ❑ HIGHWAY AUTHORITY forces ❑ COMPANY contractor ® HIGHWAY AUTHORITY'S contractor I FRA No : 3071735 B . Track Opening in the Roadway (mark with an 7� ❑ Existing track opening will be maintained. ® Track opening of 36 feet will be required involving the following described roadway modifications. Est. HMA tonnage 80 This work will be completed by (mark with an A9 ❑ COMPANY forces ❑ HIGHWAY AUTHORITY forces ❑ COMPANY contractor ® HIGHWAY AUTHORITY'S contractor 5 . Existing Sidewallc(s) and/or Recreational Trail replacement by HIGHWAY AUTHORITY The quadrants requiring upgrades to meet ADA requirements (mark with an 9 : Sidewalk (5 ' width required) * Ree Trail ( 10' width) ❑ NE (feet) ❑ SE (feet) ❑ NE (feet) ❑ SE (feet) ❑ NW (feet) ❑ SW (feet) ® NW 16 (feet) ® SW 16 (feet) * Recreational trail footage will be doubled because we use the sidewalk 5 ' width cost for reimbursement. This work will be completed by (mark with an A9 . ❑ COMPANY forces ❑ HIGHWAY AUTHORITY forces ❑ COMPANY'S contractor ® HIGHWAY AUTHORITY's contractor 6 . Crossing(s) Permanently Retired and Removed A. COMPANY will retire and remove crossing(s). B . Voids in pavement will be filled with material requiring (units). This work will be completed by (mark with an Aq . ❑ COMPANY forces ❑ HIGHWAY AUTHORITY forces ❑ COMPANY'S contractor ❑ HIGHWAY AUTHORITY's contractor 7. Drainage (mark with an A A. ❑ Present drainage is adequate. B . ® Drainage work required. Specify work to include materials and outlet. C. ® Clean all four (4) quadrants for good surface drainage. Reshape area near signal house and track to improve drainage flow away from quadrant area. 8 . Additional Construction and Traffic Control Conditions; i.e., Road Closure Limitations - Construction at this i; crossing included with this project, and not described above. Only ACC or PCC will be placed one (1 ) foot from the railroad surface material. The City trail is not ADA compliant and will relocate the trail closer to the track so we do not have to place F 6 additional sets of rubber to cover current location. This will eliminate issues with current layout and sidewalk drainage concerns in SW quadrant. City will also remove the advanced warning sign in the SE quadrant directly in front of signal lights, it is not required to be placed due to intersection location. This I has been reviewed twice in the past and has been requested to be removed. City will define roadway edge lines with paint striping and eliminate the HMA wedge area near SE gate location so the signal team can define roadway. This has forced the signal team to place gate/lights back to far for proper visibility. We will move the gate/light in SE closer to roadway meeting MUTCD guldlines during project. ! I3 a State Project Manager: Additional Attendees : Travis Tinken Nick Burwell CN 515-290-5055 (cell phone) Wayne Castles City of Waterloo Name Date 41 iKr !I t3 https ://www. idr. iowa .gov/taxexemption/certificate. asp? id=226835 qPIOWA Designated Exempt Entity Department of Revenue Iowa Construction Sales Tax Exemption www. 1owa . gov/ tax Certificate and Authorization Letter This document may be completed by a designated exempt entity and given to their contractor and/or subcontractor. Seller Keep this certificate in your files . Contractor/Exempt Entity: Keep a copy of this certificate for your records. Do not send this to the Department of Revenue Designated Exempt Entity Generat Contractor or Subcontractor Name Iowa Department of Transportation Chicago, Central 8 Pacific Railway Company Address 1 Address 1 800 Lincoln Way 17641 S Ashland Ave. Address 2 Address 2 City State JZip Code cityState Zip Code 1 Ames IA 50010 0000 Homewood, IL IL 60430 Construction Project Name rGeneral pe of Work Surface Crossing Repair 3071735 Contractor Construction Project Number (if used) 307173546 . Description of contract/subcontract Highway- Rail Crossing Surface Repair The named contractor/subcontractor may purchase building materials used in the contract, exempt from sales tax. This exemption does NOT apply to materials, equi ment and supplies consumed by the contractor or subcontractor that are not incorporated into the re pe being cconstr cfed . , Designated Exempt Entity Authorized Agent: ate : 0 0 Authorization Letter From Iowa Department of Transportation CONTRACTORS/SUBCONTRACTORS : A copy of this document must be presented to your supplier(s) prior to purchasing your building materials . Pursuant to Iowa Code Section 423 . 3(80) , you are authorized to purchase building materials tax free for the contract specified above. The exemption certificate (or a copy of the certificate) may be provided to the suppliers of your building materials and will authorize them to sell you the materials exempt from Iowa sales tax and any applicable local option sales tax. Complete information on qualifying materials can be found at www. iowa . gov/tax, the Iowa Department of Revenue ( IDR) Web site. It is your responsibility to have records identifying the materials purchased and verifying they were used on this project. Any materials purchased tax-free and not used on this construction project are subject to sales and applicable local option tax. Should this occur, the tax must be paid directly by you to IDR in the same calendar quarter the project is completed . E-mail the department at: idr@lowa . gov if you have questions on this requirement. Contractors should be aware that use of the certificate to claim exemption from tax for items not used on this project or that do not qualify for exemption could result in civil or criminal penalties . 31 -013 (12/10/02) 1 of 1 10/10/2019, 11 : 58 AM Operations Special Capital Project Estimate Design and Construction CJ\J Homewood , IL Southern Region NEW RUBBER @ BURTON AVE 307173S Labor $66, 692 Location : BURTON AVE Material $ 84, 283 Company Name : Chicago, Central & Pacific Railroad Company Other $ 104,093 Subdivision Name : WATERLOO Total Capital Cost $ 255,068 Mile Post : 277, 62 PW Material $0 State: IA Donation -$ 2041054 Survey Network Number: TOTAL PROJECT COST $51,014 Track Network Number: Created By: NW BURWELL Signal Network Number: Revised By: NW BURWELL Buy American Certification Required ? No Created Date : August 21, 2019 Agency: Iowa MOW DOT Date Revised : July 14, 2020 Labor Additive Type : Agency/CN Approved Status: Preliminary Description GANG SIZE DAYS MANDAYS PRICE TOTAL LABOR Unload/Distribute Material 5 2 10 $330 $3, 300 Construct Track 5 3 15 $330 $4, 950 Surfacing 3 3 9 $330 $2, 970 Welding 2 4 8 $330 $ 2, 640 Install Crossings 7 2 14 $330 $4, 620 S& C Labor 2 4 8 $330 $ 2,640 Remove Crossings 5 2 10 $330 $3, 300 TOTAL DIRECT LABOR MD : 74 $24,420 Description TOTAL MATERIAL New Rail $9,891 Field Welding $735 Track Spikes $509 Rail Anchors $ 1, 118 Track Ties $29, 182 Ballast $4, 747 Crossing Materials $ 32,937 Signal & Communications Material $ 1, 150 Subtotal New / Capitalized Material $80,269 TOTAL DIRECT MATERIAL $80, 269 Description UM CITY PRICE TOTAL OTHER Engineering Total Engineering $0 Real Estate Total Real Estate $ 0 Grading Install Pavement LS 1 $ 39, 937 $391937 Remove Pavement TON 126 $31 $3, 906 Total Grading $43,843 Contractor Track Construction Mobilization/R & R track panel LS 1 $ 24,000,00 $ 24,000 Total Contractor Track Construction $24,000 Utilities Total Utilities $0 Signal and Communications Total Signal and Communications $0 Bridge & Structures Total Bridge & Structures $0 Hauling/Disposal Offsite Disposal of Debris LS 1 $5, 000 $ 5,000 Total Hauling/Disposal $5,000 Miscellaneous Per Diem ( BMWE Labor) MD 66 $87 $5,742 Per Diem (S&C Labor) MD 8 $ 140 $ 1, 120 Contingency SUM 10% $ 231,880 $ 23, 188 Page 1 Operations Special Capital Project Estimate Design and Construction CJ\1 Homewood , IL Southern Region NEW RUBBER @ BURTON AVE 307173S Holland Flash Butt Welding EA 2 $600. 00 $ 1, 200 Total Miscellaneous $31, 250 TOTAL OTHER $ 104,093 Description UM CITY PRICE TOTAL ADDITIVES Labor Capitalized Surcharges USD $ 24,420 173 . 10% $42, 272 Material Capitalized Surcharges USD $80, 269 5 . 00% $ 4,014 TOTAL ADDITIVES $46,286 DONATION Amount TOTAL Donation USD 1 $ 204,054 -$ 204,054 TOTAL DONATION -$204,054 TOTAL CAPITAL COST $255,068 TOTAL NON -CAPITALIZED COST ( PW MATERIALS) $0 TOTAL DONATION -$ 204,054 TOTAL PROJECT COST $ 51,014 MATERIAL FORECAST FOR : Material Description State Tax UM CITY Un1tPflceT Total NEW RAIL RAIL 115 LB ALL MANUF/METAL/PROCESS 0 . 00% FT 480 $ 26. 60 $9,891 TOTAL NEW RAILI $9, 891 FIELD WELDING THERMITE KIT 115 q 0. 00% E.4 8 $91 . 82 $ 735 TOTAL FIELD WELDING $735 TRACK SPIKES SPIKE TRACK 5/81N X 61N AREMA 60 PER CAN 0. 00% CAN 11 546. 20 $509 TOTAL TRACK SPIKES $ 509 RAIL ANCHORS ANCHOR RAIL 1154 HD OVR DRV STOP T51313 0. 00% EA 1 625 1 $ 1 . 79 $ 1, 118 TOTAL RAIL ANCHORS $ 1, 118 TRACK TIES Tie, Pre-pltd , 11ft w/6in base cast tp 0.00% EA 156 $ 187 .06 $29, 182 TOTAL TRACK TIES $29,182 BALLAST BALLAST AREA 5 0 . 00% TN 240 $ 19 . 78 $4, 747 TOTAL BALLAST $4,747 CROSSING MATERIALS CROSSING RECYCLED RUBBER 1154 10' TIES 0.00% EA 120 $ 244 . 13 $ 29, 297 Clip, Pandrol, E20S5, Galvn, 0.00% EA 640 $4. 07 $ 2, 605 DEFLECTOR PLATE SET 0 . 00% EA 2 $ 517 . 23 $ 1, 035 TOTAL CROSSING MATERIALS $32,937 Signals & Communications Materials 5 & C MATERIALS ( Per 5 & C Dept Estimate ) 0. 00% LS 1 $ '_; 156 . 00 $ 1 , 150 TOTAL SIGNAL & COMMUNICATIONS $ 1, 150 V. 4 . 5 TOTAL MATEI $ 80,269 Page 2 a u a V P F 0 0 0 0 0 0 0 O o 0 0 0 0 0 0 S O O S o O o p 0O 0 08 0 u 8S O o 0 0 p op 0 0 0 H S VWI � N W N N N 00 O O O � OQ u m N 0 An, N r1 W �n O p p pp pp N F S S p Sp p Op S O o So p Op S 8 S 8S S O S O p O S ry p O O 3 g g n N T N N H < O N 9 9 � N M q g N of d r a0 N N VI N Z mN Nin Nr O m m u4 SSSSSSSSSSS S S S SSSSSS rn $ voi .ioi .oi� �O+ � Sry SSS S S0S muOin voi O cm ri m w � � nN m n a_ �c m m � rjZ W P Z N V E y S S S 0 0 0 0 0 0 0 S S S O w o ooN .r � oo $ do w - w _ ono ri a ri ✓1 N4VI, 4A Q zsa i y S SS000 ? 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UUQOC ❑ g _ z Z Yti a ..1 Ym FZ" UF' ZU Z � z Z N FA O q' u ^L Q Q F 41 w µ�j Wuu W pwUu] r wp`np W p`np W mU C o eFw°rwQwew ¢ ¢ ¢ o ¢ ri ¢ a ¢ deo < w >°- 1t2iiyr GL rn � tiCNgacama IN aIn o. In GU UUaF2 o = mZ u � a � 8 _ m - _ - - - - - - - - ra 7. 2; UF m STATE COST SUMMARY Project Info Date : September 16, 2020 Estimate : NEW RUBBER @ BURTON AVE 3071735 Location : BURTON AVE Company Name : Chicago, Central & Pacific Railroad Company Subdivision Name : WATERLOO Mile Post : 277. 62 Project Estimate Labor $ 61, 548 Material $ 84, 283 Equipment $ 5 , 143 Approach Work $ 0 Other $ 104 , 094 Project Total $ 2556*068 State Cost (80%) . $ 204,054 CN Cost (20% ) . $ 51, 014 Page 1