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2005-197 Council Resolution
City Council JPA Anoka County December 12, 2005 CITY OF LINO LAKES RESOLUTION NO. 05 -197 RESOLUTION APPROVING JOINT POWERS AGREEMENT WITH COUNTY OF ANOKA COUNTY STATE AID HIGHWAY 14 (I -35E TO ELMCREST) WHEREAS, Minnesota Statutes, Section 471.59, authorizes political subdivisions to enter into Joint Powers Agreements, and WHEREAS, the City of Lino Lakes and the County of Anoka agree that it is in the best interest of the traveling public to reconstruct County State Aid Highway No. 14 (Main Street) from I -35E to Elmcrest Avenue; and WHEREAS, said parties mutually agree that Washington County shall cause the construction of County State Aid Highway No. 14 (Main Street); and WHEREAS, the parties agree that it is in their best interest that the cost of said project • be shared, NOW, THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LINO LAKES, MINNESOTA: 1. that the City Council hereby approves the Joint Powers Agreement with the County of Anoka for the reconstruction of County State Aid Highway No. 14 (Main Street) from I -35E to Elmcrest Avenue and authorizes execution of said agreement. Adopted by the Lino Lakes City Council this 12th d of December, 2005. ATTE T: • Bartell City Clerk 2 n J : erge on, Mayor Anoka County Contract No.2005 -0578 JOINT POWERS AGREEMENT FOR THE IMPROVEMENTS OF COUNTY STATE AID HIGHWAY No. 14 (MAIN STREET) FROM INTERSTATE 35E TO ELMCREST AVENUE (COUNTY PROJECT NO. 02- 614 -23) This Agreement made and entered into this day of , by and between the County of Anoka, State of Minnesota, a political subdivision of the State of Minnesota, 2100 Third Avenue North, Anoka, Minnesota 55303, hereinafter referred to as "County ", and the City of Lino Lakes, 600 Town Center Pkwy, Lino Lakes, Minnesota 55014, hereinafter referred to as the "City". WITNESSETH WHEREAS, the parties of this agreement consider it mutually desirable to reconstruct County State Aid Highway No. 14 (Main Street) from I -35E to Elmcrest Avenue to improve the level of service and safety of the intersections included therein; and, WHEREAS, the intersection of County State Aid Highway No. 14 (Main Street) and County Road 84 (Otter Lake Road) has met warrants for a full traffic actuated traffic control signal; and WHEREAS, Anoka County has entered into a joint powers agreement with Washington County for the construction and contract administration of this project; and, WHEREAS, the parties agree that Washington County shall cause the construction of County State Aid Highway No 14 (Main Street) and; WHEREAS, the Washington County Highway Department has prepared plans and specifications for Project No. S.P. 02- 614 -23 which plans and specifications are dated , and which are on file in the office of the County Engineer; and, WHEREAS, the parties agree that it is in their best interest that the cost of said project be shared; and, WHEREAS, Minnesota Statute 471.59 authorizes political subdivisions of the State to enter into joint powers agreements for the joint exercise of powers common to each. NOW, THEREFORE, IT IS MUTUALLY STIPULATED AND AGREED: I. PURPOSE The parties have joined together for the purpose of constructing the roadway, drainage and traffic control system as well as other utilities on portions of County State Aid Highway No. 14 (Main Street) described in the plans and specifications numbered S.P. 02- 614 -23 on file in the office of the Anoka County Highway Department and incorporated herein by reference. II. METHOD Washington County shall provide all engineering services and shall cause the construction of Anoka County Project No. S.P. 02- 614 -23 in conformance with said plans and specifications. Washington County shall do the calling for all bids and the acceptance of all bid proposals with concurrence by Anoka County. In accordance with the previously executed Joint Powers Agreement, Anoka County shall reimburse Washington County for all construction and engineering costs for both the Anoka County and City shares of this project. III. COSTS The contract costs of the work, or if the work is not contracted, the cost of all labor, materials, normal engineering costs and equipment rental required to complete the work, shall constitute the actual "construction costs" and shall be so referred to herein. "Estimated costs" are good faith projections of the costs, which will be incurred for this project. Actual costs may vary and those will be the costs for which the relevant parties will be responsible. The estimated construction cost of the total project (including County furnished materials) is $9,459,305.36. Federal funds available for the Project are capped at $4,044,960.00. The federal funds shall be split based on the ratio of eligible cost incurred by each party to the total eligible project cost. Eligible costs are the costs of items that can participate in federal funding as shown on Exhibit A. Participation in the construction cost is as follows: 1. The City shall provide construction observation for the relocation and reconstruction of their utilities and approve for acceptance the work as it is completed. 2. The City shall pay one hundred percent (100 %) of the hydrant and curb box relocation and gate box adjustment as well as water and sewer relocation and construction. The estimated City cost of these items is $44,445.00. 3. The City shall furnish and deliver to the construction site replacement hydrants for any hydrants, which are being relocated as a part of this project, which they want replaced. 4. The City shall pay one hundred percent (100 %) for the non - participating and non - eligible portion of the storm sewer construction plus a percentage of the eligible portion of storm sewer construction. The non- eligible and eligible portions are defined in the State Hydraulics letter. 5a The estimated cost of the non - participating storm sewer is $0.00 of which the estimated cost to the City is $ 0.00 (100 %). 5b. The cost of the eligible portion will be split between the City, in cities greater than 5,000 population, and County based on the ratio of contributing flow determined by the product of contributing area and runoff coefficient. The estimated percentage of contributing flow from the City is sixteen percent (8 %). The total eligible estimated cost of the storm sewer is $184,102.80 of which the estimated cost to the City is $14,728.22. 5c. The total non - eligible estimated cost of the storm sewer is $0.00 of which the estimated cost to the City is $ 0.00 (100 %). 5d. The City shall pay for eight percent (8%) of the cost of detention basins (including ponds and their outlet structures and grit chambers and /or collectors). The City portion of the cost is based on contributing flow to the detention basin determined by the product of contributing area and runoff coefficient. The total estimated cost of the detention basins is included in the cost of the storm sewer construction. 5. The City shall pay fifty percent (50 %) of the cost of concrete curb and gutter (less median curb and gutter). The estimated total cost of curb and gutter including medians is $68,437.50, of which the City's estimated share is $15,518.00. 6. The City shall pay one hundred percent (100 %) of the cost of decorative median above the cost of concrete median. The City's estimated cost for decorative median is $17,244.00 7. The City shall pay one hundred percent (100 %) of the cost of median plantings. This cost shall include design by a landscape architect, installation of plantings, design/installation of an underground watering system and median widening costs needed to meet the Anoka County Highway Department Landscape /Streetscape Guidelines. The City shall develop and let a separate project to install median plantings. The City's estimated cost for median plantings preperation with the project (02- 614 -23)is $5,791.50. The County shall give a credit of fifty percent (50 %) of the cost for standard concrete median that has been replaced that has been replaced with mediam plantings. The credit shall be $22,443.40 based on 50% of 16,031 square feet of median at $280 /square foot. 8. The City shall pay one hundred percent (100%) of the cost of new concrete and/or bituminous driveway pavement for all upgraded driveways. The City's estimated cost for driveway pavement is $ 0.00. 9. Any in place driveway pavement disrupted by the construction will be replaced in -kind by the County at no cost to the City. 10. The City shall pay for one hundred percent (100 %) of the cost of new sidewalk installed on the project The estimated cost to the City is $1,16.7.60. 11. In place concrete walk will be replaced by the County at no cost to the City. 12. The City shall pay one hundred percent (100 %) of the cost of new bituminous trails. This cost includes the additional embankment and borrow work that is necessary to construct the trail. The City's estimated cost for the trail is $94,402.00. 13. The City shall pay one hundred percent (100%) of the cost of any street lighting included in the project. The design and installation of ornamental streetlights shall be in accordance with the County's specifications. The City's estimated cost for street lighting is $ 0.00. 3 • 14. The cost split of the signal system at Otter Lake Rd will be based on the future four -legs of which one leg will be the City's. The City shall pay to the County sixty -two point five percent (62.5 %) of the cost of construction and installation of the whole traffic actuated signal system at Otter Lake Rd. (including County supplied materials). The City's estimated share of the construction is $115,625.00. 15. The City shall pay to the County sixty -two point five percent (62.5 %) of the Cost of all construction necessary to upgrade the signal system to include the future fourth leg at Otter Lake Road. The City shall pay one hundred percent (100 %) of all other costs to construct the roadway portion of the future fourth leg. 16. The County shall pay one hundred percent of all interconnect costs. 17. The City shall pay one hundred percent (100 %) of Emergency Vehicle Pre - emption (EVP) costs. The City's estimated share of the construction is $4,500.00. 18. The City shall pay their share of mobilization, computer equipment, field office and mobile telephone as determined by Mn/DOT. The estimated City cost of these items is $11,520.00. 19. The City shall pay their share of detour signing and traffic control as determined by Mn/DOT. The estimated City cost of these items is $1,920.00. 21. The total estimated cost to the City for the project is summarized below: 1 Right of Way $0.00 2 Construction or Adjustment of Local Utilities $44,445.00 3 Grading, Base and Bituminous $0.00 4 Storm Sewer $14,728.22 5 Detention Basins (included in Storm Sewer) $0.00 6 Concrete Curb & Gutter $15,518.00 $17,244.00 7 Decorative Medians 8 Median Plantings 9 Driveway Upgrades 10 Concrete Sidewalk 11 Trails 12 Street Lights 13 Traffic Signals 14 EVP 15 Mobilization, Field Office 16 Traffic Control $5,791.50 $0.00 $1,167.60 $94,402.00 $0.00 $115,625.00 $4,500.00 $11,520.00 $1,920.00 Total Estimated Share of Construction Cost To The City $326,861.32 Estimated Federal Funds available to the City Total Cost less Federal Funds Credit for Standard Median replacement Total Cost to City $120,339.67 $206,521.65 ($22,443.40) $184,078.25 The total estimated construction cost to the City (less Federal Funds) for the project is $206,521.65 as shown on the attached Exhibits A and B. The total estimated cost to the city with a median credit is $184,078.25. The City participation in construction engineering will be at a rate of eight percent (8 %) of their designated share. The estimated cost to the City for construction engineering is $26,148.91. The grand total estimated cost to the City for the project is $210,227.16. Upon award of the contract, the City shall pay to the County, upon written demand by the $197,715.80. The City's share of the cost of the project shall include only construction and construction engineering expense and does not include administrative expenses incurred by the County. Upon final completion of the project, the City's share of the construction cost will be based upon actual construction costs. If necessary, adjustments to the initial ninety five percent (95 %) charged will be made in the form of credit or additional charges to the. City's share. Also, the remaining five percent (5% o) of the City's portion of the construction costs shall be paid. IV. TERM This Agreement shall continue until terminated as provided hereinafter. V. DISBURSEMENT OF FUNDS All funds disbursed by the County or City pursuant to this Agreement shall be disbursed by each entity pursuant to the method provided by law. VI. CONTRACTS AND PURCHASES All contracts let and purchases made pursuant to this Agreement shall be made by the County in conformance to the State laws. VII. STRICT ACCOUNTABILITY A strict accounting shall be made of all funds and report of all receipts and disbursements shall be made upon request by either party. VIII. TERMINATION This Agreement may be terminated by either party at any time, with or without cause, upon not less than thirty (30) days written notice delivered by mail or in person to the other party. If notice is delivered by mail, it shall be deemed to be received two (2) days after mailing. Such termination shall not be effective with respect to any solicitation of bids or any purchases of services or goods which occurred prior to such notice of termination. The City shall pay its pro rata share of costs which the County incurred prior to such notice of termination. IX. SIGNALIZATION POWER The City shall at their sole expense, install or cause the installation of an adequate electrical power source to the service cabinet for the intersection of Main Street and Otter Lake Road including any necessary extension of power lines. The City shall be the lead agency in this matter. Upon completion of said traffic controls signal installation, the ongoing cost of the electrical power to the signal shall be the sole cost and expense of the City. X. MAINTENANCE 1. Maintenance of the completed watermain, sanitary sewer, storm sewer (except catch basins and catch basin leads), detention basins (including ponds and their outlet structures and any grit chambers and/or collectors) shall be the sole obligation of the City. 2. Maintenance of all trails and sidewalks, including snow plowing, shall be the sole responsibility of the City. 3. Maintenance of streetlights and cost of electrical pow er to the streetlights shall be the sole obligation of the City. 4. The City shall be responsible to maintain all medians which the City has designated for plantings. Maintenance shall be performed in accordance with the "Anoka County Highway Department landscape /Streetscape Guidelines dated June 2000." If the City does not comply with the guidelines, the County at any time may remove all plantings, landscaping items and replace with hard surfacing in its place. The City shall be billed by the County for all costs incurred. 5. Maintenance . of the completed signals and signal equipment shall be the sole obligation of the County. 6. The County shall maintain the traffic signal controller, traffic signal and pedestrian indications, loop detectors and associated wiring of the said traffic control signals at the sole obligation of the County. 7. Painting of the traffic signals shall be the sole obligation of the County. Any variation of painting color standards will be billed to the City. 8. Timing of the traffic signals shall be determined by the County. 9. Only the County shall have access to the controller cabinets. 10. The traffic control signals shall be the property of the County. 11. The City shall be responsible for maintenance of the luminaries, luminaire relamping, and luminaire painting. 12. All maintenance of the EVP Systems shall be completed by the County. The City shall be billed by the County on a quarterly basis for all incurred costs. 13. EVP Emitter Units may be installed on and used only by Emergency Vehicles responding to an emergency as defined in Minnesota Statutes § 169.01, Subdivision 5, and §169.03. The City shall provide a list to the County Engineer, or the County's duly appointed representative, of all such vehicles with emitter units on an annual basis. 14. Malfunctions of the EVP Systems shall be immediately reported to the County. 15. All timing of said EVP Systems shall be determined by the County. 16. In the event said EVP Systems or components are, in the opinion of the County, being misused, or the conditions set forth are violated, and such misuse or violation continues after receipt by the City, written notice thereof from the County, the County shall remove the EVP Systems. Upon removal of the EVP Systems pursuant to this paragraph, the field wiring, cabinet wiring, detector receiver, infrared detector heads and indicator lamps and all other components shall become the property of the County. XI. NOTICE For purposes of delivery of any notices hereunder, the notice shall be effective if delivered to the County Administrator of Anoka County 2100 Third Avenue North, Anoka, Minnesota 55303, on behalf of the County, and the City Administrator of Lino Lakes, 600 Town Center Pkwy, Lino Lakes, MN 55014, on behalf of the City XII. INDEMNIFICATION The City and the County mutually agree to indemnify and hold harmless each other from any claims, losses, costs, expenses or damages resulting from the acts or omissions of the respective officers, agents, or employees relating to activities conducted by either party under this Agreement. XIII.. ENTIRE AGREEMENT REQUIREMENT OF A WRITING It is understood and agreed that the entire agreement of the parties is contained herein and that this Agreement supersedes all oral agreements and all negotiations between the parties relating to the subject matter thereof, as well as any previous agreement presently in effect between the parties to the subject matter thereof. Any alterations, variations, or modifications of the provisions of this Agreement shall be valid only when they have been reduced to writing and duly signed by the parties. IN WITNESS WHEREOF, the parties to this Agreement have hereunto set their hands on the dates written below. COUNTY OF ANOKA CITY OF LINO LAKES By: By: Margaret Langfeld, Chair John Bergeson Anoka County Board of Commissioners City of Lino Lakes Mayor Dated: Dated: ATTEST By: By: John "Jay" McLinden Gordon Heitke Anoka County Administrator City of Lino Lakes Administrator Dated: Dated: RECOMMENDED FOR APPROVAL By: By: Douglas W. Fischer, P.E. Jim Studenski, P.E. Anoka County Engineer City Engineer Dated: APPROVED AS TO FORM Dated: By: By: Dan Klint Assistant Anoka County Attorney City Attorney Dated: Dated: • • • • STAFF ORIGINATOR: CITY COUNCIL MEETING DATE: TOPIC: AGENDA ITEM 6C Michael Grochala December 12, 2005 Consideration of Resolution No. 05 -197 Approving Joint Powers Agreement with Anoka County for the Improvements of CSAH 14 from I -35E to Elmcrest Avenue ACTION REQUIRED: Simple Majority BACKGROUND Anoka County in cooperation with Washington County, Lino Lakes and Hugo is preparing to award contracts for the reconstruction of County State Aid Highway (CSAH 14) from I -35E to Trunk Highway 61. The project includes the installation of traffic signals at the intersection of CSAH 14 and Otter Lake Road. Construction of the project will begin in spring 2006. The Joint Powers Agreement (JPA) setforth the responsibilities of the city and county as well as the cost sharing for the project. Anoka County has provided a credit of $22,443.40 towards landscaping of the median areas on the project. The City's total share of the $9.3 million project is estimated at $184,078.25. The City's share of project costs will be funded by a combination of state aid and trunk utility funds. RECOMMENDATION Staff is recommending approval of the JPA with Anoka County. ATTACHMENTS 1. Resolution No. 05 -197 2. Joint Powers Agreement ANOKA COUNTY HIGHWAY DEP NT SP 02414 -23 EXHIBIT A „a,....,.. Item Number Hem Unit UM Cost Tell 0wOM T _ Total Cost ANOKA COUNTY SP 02414 -23 WASHINGTON COUNTY SP 12408-07 w LINO LAKES SP 21042042 SP 22442001 HUG° 92% ANOKA CTY SP 02$1425 WASHINGTON COUNTY 5P 0240047 1.040 LAKES SAP _ LINO LAKES LOCAL FUNDS HUGO • LOCAL FUNDS 8% LINO LAKES SP 21042002 STORM SEWER STORM SEWER Own0ty Cost OwntIty Cost 0000017 Cost OuaoO17 Cost 06041117 Cost Q00nRry Cast OOan617 Cost 9700.00 0wntiry 0.005 Cost 51,750.00 0000019 0.115 Cost 540,250.00 5350000.00 140 0350,000.00 0133 546,550.00 0.420 5147000.00 0025 58,750.00 0111 338.850.00 0020 57000.00 0.169 359,150.00 0.00 0.00 92000 0.005 550.00 0.115 01150.00 50.00 2021.501 MOBOIIATION LS 1.00 310000.00 0.133 31.130.00 0.420 5430000 0.025 5250.00 0111 51,110.00 0.020 5200.00 0169 31690.00 0.005 3000 0115 2031.302 FIELD OFFICE TYPED(MODIFIED) LS HOUR 910,000.00 100 30.00 0.133. 10.00 0420 $0.00 ' 0025 50.00 0.111 10.00 0.020 20.00 0169 30.00 10.00 0.00 50.00 50.00 50.00 30.00 2041.610 TRAINEES ACRE 02,000.00 080 51500.00 0.25 5500.00 0.55 51,100.00 50.00 90.00 50.00 50.00 30.00 -" 90.00 00.00 5000 2101.501 CLEARING TREE 950.00 118.00 55000.00 59.00 02,950.00 59.00 52,950.00 50.00 50.00 50.00 90.00 30.00 30.00 2101502 CLEARING ACRE 02,000.00 0.80 31,600.00 0.25 9500.00 0.55 51,10000 $0.00 90.00 50.00 50.00 50.00 50.00 90.00 5000 3000 3000 2101.505 00508100 TREE 350.00 115.00 95,750.00 56.00 52,800.00 59.00 52,950.00 30.00 90.00 10.00 00.00 2101.506 GRUBBING LS 5730010 1.00 57,500.00 90.00 0.45 33,375.00 10.00 0.55 54,125.00 90.00 50.00 90.00 90.00 3040 $0.00 2103.501 BUILDING REMOVAL A 15 230.000.00 1.00 530,000.00 50.00 045 91350000 90.00 0.55 916,500.00 5000 50.00 30.00 50.00 5000 2103.501 BUILDING REMOVAL 0 LS 91,500.00 1.00 91,50040 50.00 0.45 1675.00 50.00 0.55 5825.00 90.00 50.00 50.00 50.00 00.00 50.00 5000 30.00 2101501 BUILDING REMOVAL C LS 55000.00 1.00 55.000.00 90.00 0.45 53,250.00 50.00 055 92,750.00 90.00 2103.501 BUILDING REMOVAL D E LS 99,00000 100 35.00000 50.00 045 52,250.00 90.00 0.55 92,750.00 30.00 $0.00 3003 50.00 5000 50.00 2103.501 BUILDING REMOVAL LS 17,500.00 1.00 07500.00 1000 0.45 93375.00 50.00 0.55 34,125.00 50.00 30.00 40.00 50.00 50.00 2103.501 BUILDING REMOVAL LS 01000.00 • 1.00 11000.00 00.00 045 5450.00 00.00 0.55 955000 0040 30.00 90.00 5000 5000 2103.501 BUILDING REMOVAL H LS 57,500.00 1.00 37,500.00 50.00 0.45 53,375.00 90.00 055 54,12500 09,625.00 10.00 5040 50.00 5000 90.00 2103.501 BUILDING REMOVAL I LS 917,500.00 1.00 317,500.00 00.00 0.45 57,075.00 00.00 055 00.00 50.00 50.00 5000 00.00 2103.501 BUILDING REMOVAL J LS 515,00000 1.00 315,00000 50.00 045 50750.00 50.00 055 00,250.00 30.00 5000 90.00 00.00 10.00 2103.501 BUILDING REMOVAL REMOVE PIPE DRAIN LF 57.00 7000 3490.00 • 50.00 7040 5490.00 90.00 30.00 50.00 5000 50.00 00.00 50.00 5000 2104.501 PIPE CULVERTS LF 9700 1,564.00 010940.00 656.00 54,59200 90000 56,356.00 50.00 30.00 50.00 50.00 $0.00 30.00 3000 2104.501 REMOVE SEWER PIPE (STORM) LF 5000 761.00 36,696.00 30.00 761.00 96,696.80 90.00 90.00 30.00 00.00 30.00 9000 90500 5945000 2104.501 2104301 REMOVE REMOVE SEWER PIPE (SANITARY) lF 510.00 005.00 19,050.00 34,458.00 5200 50.00 3104.00 2,192.00 5000 04384.00 30.00 50.00 50.00 9000 50.00 10.00 5000 30.00 10.00 9000 50.00 2104.501 REMOVE CURB AND GUTTER LF 52.00 2344.00 154.00 51,232.00 157.00 5936.00 37.00 529800 90.00 50.00 1040 50'00 50.00 1000 10.00 2104.501 REMOVE RETAINING WALL LF 90.00 273.00 0602.50 30130 273.00 5682.50 90.00 30.00 50.00 50.00 50.00 30.00 00'00 2104501 REMOVE CHANLINK FENCE U 92.50 92389.00 215.00 1322.50 1,311.00 01,96650 30.00 10.00 50.00 50.00 50.00 5000 $0.00 2104.501 REMOVE BARRED WIRE FENCE LF 91.50 1,520.00 51,259.50 14.00 077.00 21500 01,102.50 50.00 50.00 50.00 9000 50.00 50.00 00.00 2104.505 REMOVE CONCRETE WALK SY 55.50 229.00 9730.00 107.00 $042.00 16.00 59800 90.00 50.00 50.00 50.00 00.00 30.00 1000 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT 57 56.00 123.00 ' 1.00 5200.00 1.00 5200.00 30.00 50.00 80.00 50.00 50.00 10.00 5000 00.00 2304509 REMOVE U0317 POLE EACH EACH 3200.00 5100.00 19.00 31000.00 15.00 91,500.W 400 0400.00 50.00 90.00 50.00 30.00 10.00 10.00 5000 00.00 2104.509 REMOVE PIPE APRON . EACH 525000 000 32,000.00 5000 8.00 32,000.00 50.00 90.00 30.00 50.00 50.00 WOO 50.00 5000 2104509 REMOVE DRAINAGE STRUCTURE EACH 53.000.00 6.00 915000.00 50.00 2.25 36,750.00 30.00 2.75 96,250.00 50.00 90.00 30.00 2104309 REMOVE ABOVEGROUND FUEL TANK FUEL TANK EACH 53,000.00 2.00 98,000.00 50.00 0.90 52,700.00 10.00 1.10 03300.00 00.00 90.00 50.00 50.00 50.00 50.00 $0.00 3104509 REMOVE ABOVEGROUND C EACH 533.50 42.00 01,40740 23.00 0770.50 19.00 3536.50 0000 50.00 • 00.00 50.00 5000 50.00 5000 2104.500 REMOVE SIGN TYPE EACH 835.00 4.00 5540.00 90.00 4.00 5140.00 90.00 50.00 90.00 10.00 30.00 5000 50.00 2104.509 REMOVE SIGN TYPED REMOVE SIGN TYPE SPEC55L MAO BOX 5 SUPPORT EACH EACH LF 133.50 3100.00 55.50 11.00 2.00 48.00 5360.50 5200.00 5253.00 4.00 0.00 5134.00 51.00 344.00 7.00 2.00 38.00 5234.50 3200.00 5209.00 50.00 00.00 30.00 30.00 50.00 51.00 50.00 10.00 10.00 3000 50.00 2504.509 30.00 10.00 3000 50.00 2104.509 REMOVE CONCRETE PAVEMENT (FULL DEPTH) 00. 00 10.00 1000 .00 30. 0000 5000 2104.5)1 SAWING BIT PAVEMENT (FULL DEPTH) LF 5325 3,240.00 310,530.00 29300 395225 2,947.W 59,577.75 90.00 30.00 00.00 5000 50.00 10.00 50.15 2104.513 2101321 SAWING SALVAGE CHAIN UNK FENCE LF 92.60 53.00 9137.00 9702.00 33.00 264.00 805.00 0528.00 20.00 127.00 052.00 1254.00 30.00 00.00 50.00 5000 50.00 90.00 51.00 5000 0040 00.00 0000 2104521 SALVAGE GUARD 0AIL.P8ATE BEAM LF 02.00 19100 100 0500.00 9000 1.00 5500.00 00.00 0000 9000 00.00 50.00 30.00 9000 2104523 SALVAGE VEHICULAR GATE EACH 550000 020000 00.00 1.00 5200.00 50.00 30.00 90.00 10.00 30.00 50.00 • 90.00 2104.523 SALVAGE UGHT POLE EACH 5200.00 1.00 5.00 1500.00 50.00 000 5500.00 50.00 30,00 30.00 50.00 00.00 50.00 5000 2104.523 SALVAGE HAIL 000 EACH 0100.00 1612.00 3.00 5102.00 15.00 351000 00.00 90.00 50.03 9040 50.00 00.00 3104.523 SALVAGE 5(GN TYPE C EACH 534.00 575.00 10.00 300 522500 - 3.00 5225.00 50.00 90.00 50.00 90.00 00.00 10.00 00.00 5000 9010 2104.523 SALVAGE SIGN TYPE 0 EACH 000 5272.00 1.00 534.00 7.00 923500 50.00 10.00 10.00 10.00 50.00 30.00 $0.00 2104.523 SALVAGE SIGN TYPE SPECIAL EACH 034.00 5800.00 9000 1.00 580000 0040 50.00 90.00 50.00 50.00 50.00 2104.525 ABANDON PIPE SEWER EACH 0800.00 1.00 300 53,000.00 90.00 1.35 31.35000 5000 1.85 31,650.00 9000 10.00 30.00 10'00 9000 2104.525 ABANDON 6 SEAL WELL SHAFT EACH 31,000.00 01005.00 . 90.00 045 5450.00 50.00 0.55 9550.00 90.00 10.00 90.00 5000 00.00 2101.001 REMOVE ASBESTOS MATERIAL A LS 51400.00 1.00 1.00 31000.00 10.00 0.45 3450.00 $0.00 0.55 5550.00 90.00 50.00 30.00 90.00 90.00 2104001 REMOVE ASBESTOS MATERIAL H LS LS 31000.00 82,000.00 1.00 02,000.00 50.00 0.45 3900.00 90.00 0.55 51.100.00 -10.00 90.00 50.00 80.00 $0.00 50.00 30.00 3000 2104.601 ". REMOVE ASBESTOS MATERIAL I V A O N . _' - CY,',.. CY';'" . -' , 3.60 .:5300 80118.00 3218 777.60 000,09400 9360,330.40 .13 452:80 :'16,16710 046430.08 565401.92 63 400.00 77305.00 5226 24000 577058600 :3 303 ' 4341.60 6,605.00 012,107.52 810350.48 352,664.00 5000 80.00 30.00 90.00 90.00 9000 50.00 2105.501'1' 2105:907:' COMMON E X C A T .' SUBGRAOE EXCAVATION :" 50.00 51.00 10.00 00.00 50.00 525,000.00 2105322' SELECT GRANULAROORROW (CV9 : - . CY .•;t`. LS _ . :x:0000 025,00000 157,370.00 51,255,560.00 100 325,000.00 2043200 0211,455.00 9000 124,330. 5994, 640. 00 50.00 = 50.00 30.00 50.00 50.00 50.00 50.00 50.00 90.00 00.00 1000 30.00 100 55.00 2105601 DEWATERING FABRIC SY 51.50 69,10400 3103,776.00 27.73440 541,501.00 41,450.00 562,17500 50.00 50.00 51.00 332.00 3332.00 00.00 50.00 2101604 GEOTEX11LE SY 31.00 2,470.00 92,479.00 50.00 2,147.00 92,147.00 50.00 00.00 50.00 510.500.00 6120.00 522,060.80 10.00 101,966.00 0367,07700 30.00 10.00 5000 50.00 2105.804 PLAST02L64ER .. EXCAVATION SPECIAL 1 PI CY 53.80 100,094.019 3309,138.40 50.00 90.00 . 90.00 10.00 30.0.0 .00 2105.507 EXCAVATION SPECIAL 2 CY 930.00 1000.00 5,6,00.0.00 90.00 430.00 513,500.00 90.00 550.00 50.00 90.00 90.00 30.00 00.00 2130307 21 ,6301 3131502 WATER CALCIUM CHLORIDE SOLUTION IA GAL 516.00 800.00 414,400.00 160.00 33,680.00 640.00 12,000.00 511520.00 51240000 50.00 90.00 $000 90.00 00.00 50.00 30.00 90.00 50.x3 GAL TON 51.00 515.00 '. 15,00.00 515,000.00 35100 55,415.00 35,250.00 3,00040 70.00 13,000.00 50.00 01,050.00 27100 :x:200.00 54,06500 : - •54,200.00 n' 10.00 9000 0)350.19 10.00 5000 5000 30.00 50.00 221150E r :,::30.00. 90.00 90.00 3000 50.00 50.00 50.00 : "2211501' AGGREGATE BASE CLAS55' .. ...� -TON- , :. "015.00- 350.00 726.00 510,920.00 49.00 5735.00 50900 57,035.00 3040 170.00 52,550.00 50.00 30.00 50.00 30.00 000 2213.501 AGGREGATE BASE CUSS 5 (ORNEWAYS 6 TEMPI TON 915.00 510.00 26,775.00 5481550.00 6,559.00 0110462.00 19 162.00 3272.916.00 $.00 5,054.00 590,972.00 50.00 1 1000 90.00 90.00 1000 2211.501 AGGREGATE BASE ICV) CLASS 5 (0) CY CY 510.00 1,552.00 S27 936.00 90.00 954.00 ' 517 712.00 240.00 14 320.00 320.00 55,914.00 30.00 90.00 5000 ' 30.00 50.00 8.19 2211.501 AGGREGATE SASE ICW CLASS 5 (BIKE PATIO (P) 5 (P) CY 910.00 40.00 3720.00 40.00 372000 $0.00 50.00 30.00 90.00 30.00 90.00 7221.503 AGGREGATE SHOULDERING (CV) CUSS (F) TON 543,50 679.00 529,53050 342.00 014,877.00 253.00 511,005.50. 1000 54.00 53,654.00 00.00 30.00 5000 30.00 0000 2350.501 TYPE MV 4 WEARING COURSE MIXTURE TON 540.00 116.00 54,84000 30.00 07.00 33,480.00 10.00 29.00 31,160.00 50.00 90.00 30.00 50.00 0000 2350501 TYPE LV 3 WEARING COURSE MIXTURE (3) MIXTURE (DIM TON TON 54000 540.00 436.00 917,44000 1410.00 556,400.00 2740 51,080.00 5000 307.00 693.01 • 512,280.00 535720.00 219.00 50.00 98,76000 102.00 298.00 $,000.00 511,920.00 00.00 30.00 50.00 $"00 5000 30.00 3000 9000 5000 2350.501 TYPE LV 4 WEARING COURSE (8) 2350.501 TYPE LV4 WEARING COURSE MIXTURE (8) (BIKE PATIO COURSE MIXTURE (135 TON 538.00 437.00 516,606.00 50.00 326.00 512.454.00 30.00 109.00 34.112.00 90.00 50.00 10.00 40'00 50.00 50.00 2350.50) 3350.501 TYPE MV 3 NON WEARING TYPE MV 3 600 . WEARING COURSE MIXTURE (F) TON 938.00 63700 524,20500 49.00 51,86250 441.00 516,758.00 00.00 147.00 05,586.00 50.00 ANOKA COUNTY HIGHWAY OE ENT SP 02- 614 -23 EXHIBIT A owl mama Item Number _ Mm Unil Unit Coal Total Quantity Total Cost ANOKA COUNTY SP 02414-22 WASHINGTON COUNTY SP 9230037 LINO LAKES SP 210-02042 HUGO SP 224 -02031 12% ANOKACTY SP 02414 -23 WASHINGTON COUNTY SP 9240847 LINO LAKES SAP _ LINO LAKES LOCAL FUNDS HUGO LOCAL FUNDS 0% LINO LAKES SP 21032042 STORM SEWER STORM SEWER Quantity- Cost Quantity Cost Quan6I , Cost Qusnlily. Cost Ousn6t5 Cosl Quantity Cost Quantity CNN 90'00 OuanlBy_ Cost 0000 Quantity Cost 1.0 334.00 118.00 31944.00 30.00 87.00 93,958.00 10.00 29.00 0906.00 30.00 00.00 1.0 1.0 30.00 2350.501 1YPE LV 3 NON WEARING COURSE MIXTURE (9) TON 01.25 5,900.00 011,125.00 2,209.00 32,76115 5,018.00 $6172.50 30.00 1,673.00 32,091.25 30.00 90.00 50.00 30.00 30'80 2357102 BITUMINOUS MATERIAL FOR TACK COAT GAL 21,419.00 5953,145.50 5,363.00 1231,653.50 12,042.00 3535,589.00 30.00 4,014.00 3170,623.00 30.00 60.00 10.00 $0'00 00.00 2360.501 TYPE SP 12.5 WEARING COURSE MIX (4,F) TON $44.50 044.50 16,413.00 1730,370.50 4 214.00 3157,523.00 9149.06 5407 130.50 50.00 3050.00 9135,725.00 30.00 50.00 -' 10.00 10.00 $0.80 2360.501 TYPE SP 115 NON WEARING COURSE MIX (4 8) TON 935.00 3029.00 5102,515.00 30.00 323.00 911105.00 3000 2,606.00 991216.00 50.00 10.00 90.00 10.00 5009 2451309 AGGREGATE 8E000110 LCV) CY '"'02400 142.00 13408.00'.'142.0 33408.00 10.00 10.00 10.00 90.00 0000 30.09 3000 3000 .'2501.311 -. 1rC5 PIPE CULVERT .. , - LF EACH. -., ..'3125.00 4.00 9500.00 : .4.00 5500.00 30.00 30.00 10.00 30.00 1640.0 100 10.00 3320.00 _ 10.00 90.00 90.00 2501.515 Or GS PIPE APRON • : .. ,. .. EACH 832O.j0 3.00 006000 3000 30.00 30.00 • 00.00 2.00 2425.0 3.00 01,275.0 300 3000 300 2501315 12' RC PIPE APRON EACH 9425.00 4.00 5170.0 00.00 30.0 30.0 10.00 1.00 1.0 5450.0 10.0 30.0 30.0 2501.515 15• RC PIPE APRON ".. EACH. EACH .- 241.0 1500.0 5.0 7.0 52.250.0 3350.0 4.0 01,10000 30.0 2.00 60.00 11,000.00 $0.0 50.0 30.0 30.0 1.00 $0.0 10.0 0550.0 5.00 62,50.0 30.0 30.0 50.0 :.2501:515:; tr RC PIPE APRON • 0 0 0 0. - 4.00 12,20.0 30.0 $0.0 30.0 201.515 24' RC PIPE APRON EACH 155000 5.0 $2,750.0 $0.0 $0.0 30.0. 10.0 • 60.00 2.00 1150.0 5000 300 1000 2501515 2501.515 2T RC POPE APRON 313 RC PIPE APRON EACH EACH 8750.00 11,70.0 2.00 2.00 01,50.0 53,40.0 30.0 0000 100 30.0 51 70.0 30.0 $0.0 30.0 10.00 30.0 1.0 11,70.0 10.0 10.0 30.0 50.0 9000 1000 5000 2501515 6• RC PIPE APRON 3006.'7,', -.',. " x�'LF.., ..: 327.0 91.0 52,457.00 - . ' 1100 32,457.0 5000 30.0 10.00 00.00 30.0 30.0 30.0 30.0 5000 .`.2501:561' 2501561 1r RC PIPECI0VERT DES 24 RC PIPE CULVERT DES 300 LF LF 540.0 913400 165.0 343.0 3660.0 $32,502.0 90.00 10.0 165.00 243.0 $6,60.0 532,562.0 60.110 10.00 50.0 10.00 10.0 3000 0230.0 30.0 90.0 10.0 80.0 30.0 00.0 2501.561 80' RC PIPE CULVERT 0E5 300 CL 01 GUARD FOR 12' PIPE APRON EACH 1230.0 1.0 0230.0 10.00 50.0 90.00 50.0 50.00 - $0.0 00.0 100 300 91,20.0 $0.0 50.0 50.00 2501.561 TRASH 15' PIPE APRON EACH 3420.0 3.00 31 280.0 50.00 10.00 59.0 00.0 1.00 5360.0 30.0 10.0 00.0 2501.561 TRASH GUARD FOR TRASH GUARD FOR 1r PIPE APRON EACH 3380.0 1.0 8280.0 10.0 50.0 19.0 00.0 90.00 10.0 5.00 33,20.0 . $0.0 50.0 10.0 2501561 TRASH GUARD FOR 24' PIPE APRON EACH 1840.0 7.00 04,40.0 $0.0 2.00 9120.0 50.0 10.00 90.00 400 13,00.0 10.0 30.0 30.0 2501.561 201.581 TRASH GUARD FOR 27- PIPE APRON EACH 3750.0 4.00 53,00.0 SI 60.0 9000 80.0 98.0 10.0 5003 50.0 $0.0 50.00 2.00 11.60.0 00.0 10.0 50.0 10.0 10.0 $0.0 201561 TRASH GUARD FOR AT PIPE APRON GUARD FOR sr PIPE APRON EACH EACH $00.0 31,00.0 2.00 20 53.60.0 ' 10.00 1.0 01,80.0 10.0 1.0 $0.0 90.0 00,0 1.00 01000.0 1.0 20.00 370.0 30.0 30.00 2501561 2501521 TRASH 4' PE PIPE GRAIN 17 63.50 400.0 51680.0 566,703.0 55.00 1,591.0 3192.50 97,159.50 40.0 12,22100 31417.50 354,954.0 $0.0 3064 30.0 8000 10.0 1,011.0 54,549.50 30.0 50.0 16.0 80.0 50.0 2502.541 T PERF PE PIPE DRAIN 17 9450 14,523.0 10.0 90.00 $0.0 00.00 1000 5488.0 30.00 5780.0 30.0 1.0 1.0 2501541 1r RC PIPE SEWER DES 3006 CL V 17 126.0 49.00 91246.0 5151,620.0 10.0 30.0 80.0 00.0 1,343.00 540290.0 3,711.0 5111,330.00 50.0 3000 1.0 2503.541 15' RC PIPE SEWER DES 3008 CL V LF 130.0 9,054.0 542273.0 9000 - 50.0 500 10.00 40.0 013,497.0 072.0 924776.0 30.0 3030 90'0 2503.541 tr RC PIPE SEWER DES 3006 LF 33300 1281.0 950.57500 10.0 50.0 10.0 30.0 3530 512,530.0 • 10700 330,045.0 10.00 100 10.00 2501541 2r RC PIPE SEWER DES 3006 LF 535.0 1445.0 1,52100 356377.0 3000 50.0 00.0 50.0 327.00 012,099.0 119400 044.17600 5000 9000 400 250.541 24' RC PIPE SEWER DES 3006 LF 537.0 030.0 44.00 31.716.0 50.0 00.00 30.0 30.00 50.00 34.0 51,716.0 10.0 10.0 5000 2503341 04' RC PIPE SEWER DES 3006 CL II LF LF 042.0 1,117.0 541,914.0 0000 50.0 900 5000 90.0 1,117.0 846.914.0 10.00 30.0 30.0 5000 250.541 2503.541 2• RC PIPE SEWER DES 300' LF 543.0 380.0 015,567.0 9000 50.0 5000 50.0 359.0 015,067.0 10.00 1.00 10'0 500 2T pc PIPE SEWER 8E5 300 CL NI CL LF • 5490 1910 38640.0 00.00 $0.0 5000 3110 192.0 95,640.00 928.0 041,701Q 50.0 1.0 50.0 250.541 27. RC PIPE SEWER DES 3006 IV LF • 94500 920.00 541,780.0 1.0 1.0 30.0 50.00 00.00 302.0 517114.0 1.0 50.0 5000 2501541 3r RC PIPE SEWER DES 3006 300 15 057.0 302.0 .617,214.0 500 30.0 5000 50.00 3000 1.0 297.0 118,117.0 • 1.0 10.0 1000 2503.541 33' RC PIPE SEWER DES M 17 1680 297.0 118,117.0 50.00 100 1.0 1.0 77.0 32,864.0 99,102.0 1.0 00.0 1.00 2501541 33' RC PIPE SEWER DES 3006 CL CL M OF 972.00 37.00 52064.0 8060 50.0 100 00.00 56.0 - 300 11100 30.0 10.00 10.00 2503.541 36- RC PIPE SEWER OES 300 CL M 17 502.0 11100 19,102.00 50.00 1.0 1.0 90.0 1.0 50500 167,27560 5000 100 10.00 2501541 42. RC PIPE SEWER DES 3006 DES 3006 CL II IF 0115.0 545.0 17275.00 1.0 30.0 1.0 1.0 30.0 1,291.00 5174,265.0 9000 50.00 1.00 250.541 4r RC PIPE SEWER DES 3006 CL 1 LF 0135.0 1,291.00 9174285.0 500 00.00 1.0 1.0 1.0 67200 17,440.0 1.0 10.0 50130 2501541 80" RC PIPE SEWER DES 3006 CL OI 17 114502 672.00 597,440.00 .1000 50.00 1.0 30.0 50.00 1.0 1.0 1.0 51,50.0 1.0 51,50.0 2503.541 Fir RC PIPE SEWER TO EXISTING SANITARY SEWER EACH 01,50.0 2.0 53,00.0 1.0 1.0 10.00 1.0 1.0 10 01,5000 10.0 1.0 1.0 250602 CONNECT TO EXISTING STORM SEWER EACH 550.0 300 51,50000 10.00 1.0 1.0 1.0 10.00 0000 50.00 30.0 3000 1.00 2501602 CONNECT TO EXISTING CULVERT EACH 1.00.0 200 91,00.0 200 51,00.0 1.0 00,00 1.0 30.0 1.0 000 1.00 010.0 3000 2503002 2503602 CONNECT 21' PVC PIPE PLUG EACH 51000 • 100 5500 . 01000 01,250.0 1.00 1.0 • 3000 1.0 1.0 1.0 1.0 1.0 5500 03021.0 100 1.0 1'0 1.0 2 45600 1.0 0122.00000 250603 42' STEEL CASING PIPE JACKED Ir PVC PIPE SEWER - SOR 26 LF LF 151.0 5100 3,458.0 1122,50.0 1.0 50.00 1.0 00.00 1.0 50.00 1.0 1.0 100 1.0 9000 338.0 110,0000 2503003 PVC PIPE SEWER SOR 35 IF 00.0 335.00 011,90.0 1.0 1.0 1.0 1.0 90.00 100 000 11000 09,90.0 5000 213130 1• - PIPE SEWER - SDR261O' -2r DEPTH) LF 10.0 11002 99,90.0 50.0 800 90.00 100 1.00 1.00 1.00 50.00 4000 3290000 250103 21'PVC 18. DUCTILE IRON PIPE SEWER CL 52 LF 51.00 ' 40.00 32,000.00 0000 100 1.00 10.0 100 1.0 2034.00 2501603 2503.03 SANITRARY SEWER INSPECTION 1F 51.50 2334.0 0283400 52,400.00 000 30.0 - 10.0 50.00 50.00 1.0 1'0 50.0 1.0 1.0 1.0 200 1.0 31,000.0 4.0 32,400.00 1.00 2504602 4' CATE VALVE AND SOX EACH 3600.0 4.0 51,60.0 50.00 00.0 50.130 1.0 $0.0 100 30.0 1.0 990.0 1.00 2504102 r GATE VALVE AND BOX EACH 300.0 2.0 990.0 5000 1.0 1.0 1.0 30.0 1.0 1.0 1000 1500 119,50000 2504402 r GATE VALVE AND BOX EACH 500.0 1.0 519,500.0 1.0 10.00 100 1.0 30.0 10.0 30.0 1.0 51,40.0 1.00 2504.602 12' GATE VALVE ANO BOX EACH 91,30.0 15.0 1.00 51,4000 1.0 50.00 50.0 1.0 50.00 30.0 5000 300 04,50.0 1.0 51,5000 2504.602 18-Xr WET TAP CONNECTION WITH RSGV EACH EACH 01,40.0 11,50000 4.0 500040 1.0 140 1.0 50.0 1.0 1.0 1.0 1.0 140 12.0 130.00.0 2504602 CONNECT TO EXISTING WATER MAIN EACH $2,500.0 12.0 130,0000 . 30.0 1.0 1.0 1.0 30.0 80.0 1.0 200 55,00.0 1.00 2504302 HYDRANT ASSEMBLY EACH 92,50.0 200 90000.0 1.0 1.0 1,0 30.00 1.0 00.00 • 1'0 1.0 1.0 2504002 FIRE HYDRANT DNATEROUS PACER WB371 EACH 82,50.0 1.0 02,50.0 5000 00.0 100 1.0 02.50.0 50.0 50.00 50.0 5000 4.0 3600.0 2504002 RELOCATE HYDRATNT 6 VALV EACH 5150.0 • 4.00 060.0 1.0 500 00.00 50.00 10,00 1.0 1.0 1.0 030.0 4.0 5120.0 2504.602 1' CORPORATION STOP EACH 030.0 500 11,50.0 50.0 5000 500 50.00 1.0 1 50.0 1.0 1.0 0270.0 1.00 2504.602 T CORPORATION STOP EACH 527000 1.0 0270.0 50.0 5000 1.0 1.0 50.00 1.0 3900 30.0 32.0 0480.0 2504.803 r CURB STOP 8 SOX 17 ' 515.0 32.00 041013 0000 1.0 1.0 1.0 50.0 500 10.0 20.0 540.0 32.0 36400 2504.603 1' TYPE K COPPER PIPE ' LF 520130 52.00 51,040.0 9000 1.0 50.00 1.0 00.00 50.00 1000 100 1.0 100 51,2540 3040 144.0 36,798.0 03.00.0 2504.603 2' TYPE COPPER PPE 1F 522.0 709.0 1,798.0 80.00 50.0 1.0 1.0 1.0 50.00 250400 4- WATERMNN DUCTILE IRON CL 52 CL 52 LF 925.0 194.0 14,85000 1.0 . 50.0 90.00 1.0 30.00 1.0 1.0 25500 97,1400 10.0 2504.801 r WATERMNN DUCTILE IRON CL 52 LF 520.00 255.0 0784000 1000 1.0 5000 1.0 1.0 50.00 1.0 50.0 1.0 5,72600 1183.23200 2504503 r WATERMNN DUCTILE IRON CL 52 LF 132.00 5 726.0 0483.232.0 50.0 30.0 1.0 50.0 1.0 10.0 00.0 53,01000 5000 2504603 12' WATERMAN DUCTILE IRON IRON CL 52 1F 535.00 68.0 93010.0 1.0 500 1.0 - 800 90.00 1.0 1.00 1.0 30.0 15.0 371.0 2504603 2504003 tr WATERMAINN DUCTILE 24 WATERMAIN DUCTILE IRON CL 52 IF 550.0 15.0 5750.0 1.0 1.0 5000 50.00 ANOKA COUNTY HIGHWAY DE ENT SP 02.614 -23 EXHIBIT A 081152005 w NNW NNW Ram Nuntiwr ham Unit Unit Cool Total Qwnan/ Total Cost ANONA COUNTY SP 0261022 WASHINGTON COUNTY SP 12 -00847 LINO LAMES SP 21842042 16160 SP 224 -02041 92% ANOKA CTY SP 02414-23 WASHK4GTON COUNTY SP 92400 -07 LINO LAKE6 SAP _ LINO AKES LOCAL FUNDS HUGO LOCAL FUNDS 5%LNO LAKES SP 21042042 STORM SEWER STORM SEWER Quantity Cost Quantity Cost Quantity Coat Quantity Cost Quantity Cost Quantity Cosl Dusm17 Cost 0.00 QuantilY Cosl 50.00 Quantity 195.00 Cost 024,375.00 LF 9125.00 185.00 924,375.00 000 30.00 0.00 0.00 50.00 50.00 50.00 0.0 50.00 30.00 02200 5164,400.00 2504603 12- STEEL CASING PIPE LF 5200.00 822.00 2184,400.00 50.00 30.00 0.00 0.00 0.00 30.00 00.00 00.00 10000 02.000.00 2504.603 24• STEEL CASING PIPE SY $20.00 100.00 52,000.00 0.00 9000 0.00 30.00 0.00 50.00 00.00 950.00 01,42500 15,000.00 522 500.00 204004 4' POLYSTYRENE INSULATION LB 31.50 1565000 123,92500 20.00 0.00 10.00 00.00 87.50 616,625.0 293.90 555,041.0 30.0 90.0 0.0 204009 DUCTILE IRON FITTINGS DESIGN F LF $10.0 391.40 072 468.0 50.0 0.0 0.0 10.00 51.10 316797.0 364.30 598,40.0 512,10.0 522,40.0 50.0 90.0 50.0 30.0 5000 50.0 50.0 30.0 50.0 250.01 250.501 CONST DRAINAGE STRUCTURE CONST DRAINAGE STRUCTURE DESIGN O LF $270.00 415.90 48.0 9112,293.00 01440.0 00.00 20.00 10.00 0.0 000 0.0 90.00 0.0 7.40 32,20.0 4060 250001 CONST DRAINAGE STRUCTURE DESIGN 58100 DESIGN 66400 1F LF 5 .000 A40DO 71.10 924,174.00 50.0 0.0 0.0 50.0 30.0 510 91,768.00 0.0 65.0 28.70 $10,762.50 50.0 0.0 0.0 2506.01 CONST ORAINAGE STRUCTURE DESIGN 664020 1F 1F 5375.0 540.0 26.70 6.90 110,762.0 53,0600 50.00 000 0.0 0.0 000 0.0 000 10.00 6.0 33 060.0 00.0 50.0 9000 2500.501 CONST DRAINAGE STRUCTURE DESIGN 72.4020 50.00 $0.0 300 0.0 0.0 9220 564,54000 0.0 30.0 50.0 2506.01 CONST DRAINAGE STRUCTURE STRUCTURE DESIGN 034020 LF 560.0 1320 50,500.0 000 10.00 50.0 0.0 000 0.0 0.0 27.20.0 0.0 250.501 CONST DRAINAGE CONST DRAINAGE STRUCTURE DESIGN 96-0020 LF 9700.00 92.20 964,540.00 0000 0.0 50.00 0.0 31.0 534,91000 0.0 0.0 00 50.03 250.501 CONST DRAINAGE STRUCTURE DESIGN *02 -400 LF 5900.0 0.0 57,20.0 2506.01 250.501 CONST DRAINAGE STRUCTURE DESIGN 120-4020 LF 31,10.0 39.90 04,980.0 07,50.0 500 50.0 30.00 0.0 0.0 00.00 1.0 #.50.0 00 0.0 0.0 0.0 30.0 2508.02 CONST DRAINAGE STRUCTURE DESIGN SPEC 1 EACH 02.50.0 1.0 52.500.0 50.0 0.0 0.0 0.0 85.0 1.0 32,50.0 12,500.0 30.0 3000 0.0 250.502 CONST DRAINAGE STRUCTURE DESIGN SPEC 2 EACH 52,50.0 100 0.00 62 50.0 30.0 0.0 0.0 000 30.0 160 6.0 0 200 2506.502 CONST DRAINAGE STRUCTURE DESIGN SPEC 3 EACH 02 50.0 0.0 524,750.00 0.0 $0.0 250502 E STRUCTURE DESIGN SPEC 4 CONST DRAINAGE 527000.00 979,60000 90.0 30.0 00 00 28.0 511,00.00 163.00 865,20.0 0.0 0.0 0.0 500 250.522 ..:250502 ASSEM CASTING ASSEMBLY ADJUST SRAMAB RING HOLTN4G ..0000:... 'i, -. ,• ,.,,`EACH' EACH . 540.0 150.0 199.0 200 5.0 150.0 52,30.0 :.•,.. ✓: ... .30.0 0.0 30.0 03.01 `: 2.0 .900.0 50.00 5.00 0.0 $2.500.0 00 50.00 0.0 5000 0.0 50.0 100 0.0 31,500.00 0.0 2506.802 ADJUST SANITARY MANHOLE EACH $50.0 1.0 31,800.0 10.00 0.0 50.00 0.0 500 0.0 50.0 0.0 0.0 2506502 CONSTRUCT SANITARY MANHOLE (4'OM -TYPE 011 EACH 21,00.0 500.0 0.0 0.0 30.0 1.0 500.0 50.0 20.0 0.0 192.0 229,00.0 2506.602 250003 RECONSTRUCT SANITARY MANHOLE CONSTRUCT SANITARY MANHOLES EACH IF 100.0 310.0 1.00 192.00 526,00.0 10.0 0.0 0.0 00 50.0 000 50.80 0.0 17.0 12,550.00 30.0 00 250.03 , CONSTRUCT SANITARY MANHOLE EXTRA DEPT/114'0M. -TYPE 01 LF .. 38505m 16.60 56,30.0 -.. ... 00 1450 87 ,4000 - -1.0 . "- .290.0 0.0 50.00 5000 30.00 80.00 0.0 11.00 t2, 50.00 20.0 0.0 50.00 - 44.00 0.0 32,2000 MIMI 300 0.0 - 30.0 2506.6O3 20860 � LF 520000 11.0 55120.00 50.0 IIIIIIIDM 310.0 IMMINI 0.0 MIN 0.0 MEN 0.60 0.01 343000 50.0 00 0.0 CONSTRUCT OUTSIDE DROP CONSTRUCT DROP [.� 350.0 ® 570.0 100 6540.0 61.20 53,060.0 000 0.0 0.0 27.0 51,932.0 0.0 30.0 0.0 CLASS 11 CY 50.0 124.80 0.20.0 0.0 0.0 0.0 0.0 512,599.0 50.00 50.00 0.0 300 060 2511.01 RANDOM RIP RAP IV CY 570.00 27.60 91,932.0 2511.01 2521.01 RANDOM RIP RAP CLASS 4• CONCRETE WALK SF SF 52.0 53.80 42,464.0 319.0 1118.898.20 31,2120 11919.0 57.0 833,09320 521600 15,214.0 131.00 042,59920 5497.0 21700 1607.60 8000 15 ,214.0 131.0 3497.80 0.0 90.00 0.0 0.0 000 10.0 50.0 0.0 5,74800 317,24460 0.0 27.187.0 581,561.0 2521.501 2521.610 6' CONCRETE WALK SPECIAL SURFACE TREATMENT SF 53.0 59.50 32,935.0 38293.0 590,00.0 3344 7113.50 5,566.0 50.00 $52,877.0 14,549.0 0.0 3138,215.0 1,629.0 80.00 515,475.50 14,549.0 3138,215.0 060 90.0 5000 50.0 0.0 2531.01 CONCRETE CURS 6 GUTTER DESIGN 6424 LF 01,20.0 0.0 01.0 $648.0 50.00 81.0 5648.0 0.0 2531.01 CONCRETE CURS 8 GUTTER DESIGN 8812 CONCRETE CURS GUTTER DESIGN B810 LF 50.0 182.0 5.00 500.0 5.00 542.50 0.0 91.00 33,22440.0'' 5000 50.0 80.0 0.0 0.0 50.00 2531.07 I 6' CONCRETE DRIVEWAY PAVEMENT SY. f 00 182.0 0,40000 810 53,240.00 550.0 152.0 57000 10.0 50.0 0.0 00'0 0.0 0.0 100 00.0 2531.07 2571.610 TRUNCATED 0OME9 SF 25.0 418.0 52,00.0 21415.0 2000 00.00 51,015.00 152.0 170.0 112.0 0.0 000 0.0 5000 0.0 90.0 0.0 2535.01 BITUMINOUS CURS LF 55.0 203.0 5670.0 90,001 4.00 580.0 10.00 000 50.00 50.0 0.0 0.0 0130 2540.502 MAIL BOX SUPPORT EACH 010.0 4.00 5096.0 900 5256.0 200 564.0 10.00 0.0 300 $0.0 15.0 040.0 000.00 2554.509 2557602 GUIDE POST TYPE 8 INSTALL VEHICULAR GATE EACH EACH 3320 0.0 3300.0 100 830.0 33.00 0.0 5247.50 1.00 '2000 , 3300.00 910.0 00.00 - 30.00 10.0 0.0 10.0 10.00 000 0.0 510,14000 0.00 5120.0 0.005 1000 000.000 0.115 0.0 0,900 2557.803 INSTALL CHAINUWK FENCE LF 17.0 53.0 097.0 36000.0 0.133 1700.0 0420 325.20.0 0025 11,500.0 0111 0,60.0 0.020 9120.0 0.169 1000 2563.01 TRAFFIC CONTROL LS EACH 560,000.0 1.0 530000 25.00 59,00.0 0.0 25.0 19,500.0 0.0 0.0 0.0 90.00 0.0 £0.0 00.0 294.76 86,484.72 586.92 512 91224 55.00 0.0 0.0 90.00 0,00 50.0 5000 2563802 TYPE M BARRICADES SF 322.0 081.68 819,396.0 10.00 65.25 51,566.01 0.00 80.0 00.00 i0.00 2564.531 SIGN PANELS TYPE C SF 824.00 6525 81,50.0 3.00 575.00 15.0 5315.0 60.0 5000 0.0 0. 000 30.0 8000 2564.831 SIGN PANELS TYPED TYPE C EACH 325.0 18.0 9450.00 3.0 50.0 0.0 00.0 0.0 000 000 00 2564.537 INSTALL SIGN 0 EACH 530.0 3.00' 50.0 1:0 • 525.00 7.00 1175.0 0.0 50.00 0.0 - 3000 0.0 00 10.0 0000 2564337 INSTALL SIGN TYPE SPECIAL EACH 925.00 60 020.0 3.0 9120.0 30.0 0.0 50.00 50.00 30.00 1000 00 0.0 2564.537 INSTALL SIGN TYPE CYLINDER STYLE EACH ' 940.0 3.0 9120.0 3.00 5150.00 11.00 5550.00 90.0 9000 _ 00.00 0.0 0.0 0.0 5000 00 10.0 2584550 DELINEATOR TYPE HAZARD MARKER x4-2 FJ1CH 350.00 14.00 9700.00 2564.552 A MARKER X4.4 EACH 530.0 9.00 5520.0 30.0 9.00 5560.0 10.0 10.00 30.00 0.0 0.0 0.0 000 2564.554 2564.554 2501565 500W FLOE SNOW PLOW MARKER X45 EII0OF ROADWAY MARKER X4-11 EACH EACH 330.0 4.00 5500 5.00 7 110.0 620.0 2.0 200 560.0 110.0 2.0 3.00 560.0 510.0 0.0 0.0 0.0 0.0 5000 50.0 30.0 1000 0'0 50.0 400 81,30.0 12.0 83 900.00 0.0 50 CO 50.00 SO 00 50.00 30.00 50.0 00 30.0 2584.002 P EACH 5325.0 16.0 55,20.0 2564.03 PAVEMENT POLY PREFORM E/'CH 03025 514,556.0 16,457.0 54,11425 41,769.00 910,44225 0.0 00 0.03 0.0 0.0 50.0 1000 2564.03 WHITE(AIARRONA 4' PAINT LF 58,226.00 00.0 740.00 1567.0 2.90.0 1725.00 50.0 0.0 0.0 0.0 0'00 00 2564.603 4• EE WHITE • T BROKEN WHITE LF 5025 7,814.0 940.0 585.0 10.00 50.00 0.0 0.0 00 50.0 5000 50.0 0.0 2584.603 AI YSO PAINT SKIP I IF 5020 517.0 12720 55.129.25 3940.0 083.0 16,571.0 $4,81125 50.00 0.0 50.00 50.00 1003 2584.607 OLINEEWLOW PSOLID LNEYELLOWPAINT IF 0.20 20,517.00 0.30 36,0200 51062760 11022.0 33,306.60 25,070.0 57,521.0 0.0 50.0 30.00 0.0 0000 1000 0.0 0.0 00 00 2584803 4- DOUBLE SOLO UNE YELLOW - PANT OF 1F OF 920 " 1,506.0 92.50 039.0 13,915.0 52,07.0 30.0 .590.0 0.0 1,170.00 639.00 52925.0 $2,07.50 0.0 0.0 0.0 0.0 0.0 0.0 50.0 50.00 1 00.00 0.0 30.00 0.0 10.0 30.0 0.0 2584.603 24' SOLID UNEYELLOW -PANT UNE WHITE -POLY PREFORMED 2564.03 2564003 4-SOUD 24• STOP UNE WHITE - POLY PREFORMED IF 515.0 36.0 054000 513,360.0 ' 0.0 30.0 36.0 3,340.00 554000 11330.0 5000 00.00 00.00 00.00 0.0 80.0 0.00 0.0 saw 0.0 116.0 31,770.0 00 0.0 0.0 0.0 0.0 50.00 50.0 30.0 00 1000 00 0.00 2584.603 2564003 4' DOUBLE LINE YELLOW • POLY PREFORMED 24• SOLID UNE YELLOW - POLY PREFORMED IF LF 04.0 3,340.0 315.0 1100 11,770.0 2584.03 4• SOLID UNE WHITE - EPDXY IS 0.0 26,339.0 116189.0 5,451.0 90225.50 19,000.0 59,944.0 0.0 50.00 50.00 0.0 10.0 0000 2564603 24. STOP UNE WHITE - EPDXY 17 58.0 214.0 31,712.0 52,184.0 184.0 740.00 01,472.0 5444.0 0.0 2,90.0 524000 51,740.0 0.0 50.00 50.00 0.0 50.0 5000 50.0 00 50 0 2564.03 1' BOREN UNE WHITE - EPDXY IS LF 0.60 51.20 3,64001) 114.0 3136.0 114.0 9138.0 0.00 • 00 50.00 0.0 500 30.00 50.0 00.0 0.0 3 940.0 51,970.0 N 657.0 17,325.0 50.0 50.00 50.0 • 0.0 90.0 00 0.0 2551.603 S SKIP STRIPE WHITE -EPDXY 00.50 18 07.0 39,20.50 2584603 2564.603 4• 60103 LINE YELLOW • EPDXY 4• DOUBLE SOUD LINE YELLOW -EPDXY LF 1F 50.75 1,79700 31,347.75 948.0 3711.0 049.0 038.75 0.0 0.0 50.0 199 00 25.5 3.50 5,570.0 5.30 1.40 0.70 1.70 3.00 0.70 3,123.00 435.00 10.00 1,554.00 2800 103.00 04.00 552.00 5.00 5.00 55,00000 567.50 511,140.00 5583.00 5154.00 SP 52408 -07 DuanO55 42.00 1,90000 0.50 0.50 0.50 20.00 1.0 1,100 00 350.00 216.00 14,567.60 5.00 Ca s1 50.00 3000 50.00 50.00 30.00 30.00 5.00 00.00 00.00 SAP�� Duan057 1 0071512005 lam Numb. 2564.603 2564.615 2565.511 2555.511 2565.511 2555.801 2565.601 555.605 2555601 2565.601 2565.52 2585.602 2585.53 255553 2585.53 2565.603 2573.51 2573.502 2573.502 ANOKA COUNTY HIGHWAY DEP SP 02- 614 -23 EXHIBIT A • Nom UnN Unit Coal Total OuaIn07 Total C865 ANOKA COUNTY WASHINGTON COUNTY LINO LAKES 55 0241423 2573.505 2573.512 2573.513 2573.53 2573.53 2575.501 24• SOLID LINE YELLOW- EPDXY ZEBRA CROSSWALK WHITE - POLY PREFORM SALVAGE TRAFFIC SIGNAL TEMPORARY TRAFFIC 0I014AL FULL T ACTT CONTROL SIGNAL SYSTEM A FULL T ACTT CONTROL SIGNAL SYSTEM B FULL T ACTT CONTROL SIGNAL SYSTEM C TRAFFIC CONTROL INTERCONNECTION A TRAFFIC CONTROL INTERCONNECTION B EMERGENCY VEHICLE PREEMPTION SYS A EMERGENCY VEHICLE PREEMPTION SYS B EMERGENCY VEHICLE PREEMPTION SYS C NMC LOOP DETECTOR 57.0 PVE HANDHOLE YSCHEDULE 40 CON000 4- SCHEDULE 40 CONDUIT Y NON- METTA11IC CONDUIT 4• RIGID STEEL CONDUIT BALE CHECK SILT FENCE TYPE MACHINE SLICED FLOTATION SILT CURTAIN TYPE MOVING WATER SEDIMENT TRAP EXCAVATION TEMPORARY DITCH CHECK TYPE 3 TEMPORARY DITCH CHECK TYPE 7 INLET PROTECTION TYPEA INLET PROTECTION TYPE SEEDING SEEDING EMPORAR SODDING TYPE SALT RESISTANT MULCH MATERIAL TYPE 1 MULCH MATERIAL TYPE 1 EMPORAR MULCH MATERIAL TYPE 3 MULCH MATERIAL TYPE 9 OISK ANCHORING DISK ANCHORING (TEMPORARY) EROSION CONTROL BUWKETS CATEGORY 3 EROSION CONTROL BLANKETS CATEGORY 4 COMMERICAL FERT ANALYSIS 141420 (TEMPORARY) COMMERICAL FERT ANALYSIS 224-10 SEED MIXTURE 150 ITEMPORARYI SEED MIXTURE 250 SEED MIXTURE 260 SEED MIXTURE 310 2575.505 2575.511 2575511 LF 37.50 75.00 1585.00 SF 55.00 2,358.00 311,790.00 LS 17,50060 1.00 37,500.00 SIG SYS 050,00.00 1.00 550,000.00 SIG SYS 0165,000.00 1.00 5165,000.00 SIG SYS 3175,000.00 1.00 5175,00.00 010 570 3175000.00 1.00 0175000.00 LS 320,D00 1.00 820.000.00 15 53,000.0 1.00 53,000.00 15 $4 50.00 1.00 04,500.00 LS $6000.00 1.00 ' 98,00000 LS 5,00000 1.00 $,00.00 EACH 01,100.00 40.00 544,000.00 EACH 570.00 28.00 019,8000 400.00 1 240.00 2,360.00 715.00 409.0 18.101.5 36.00 1F 1F LF LF EACH 17 31260 $0.00 15.00 523.00 0600 5200 020.00 1,800.00 59,920.00 511,500.00 016,445.00 92,454.00 538,322.00 3720.5 Quantity 3600 378.00 0.375 0.50 3.694.00 5517.00 51,032.00 925.5 535.5 335,85.00 32 268.5 2575.511 2575.513 2575.519 2575.519 2575523 2575.523 2575.532 2575532 2575.606 2575605 2575.55 CY tF CY EACH ACRE 575.805 2575108 SEED MIXTURE 350 SY T014 TON 15.00 64.5 55.00 515.0 520060 555.00 TON CY ACRE ACRE SY SY 19 LB LB LB 1105.00 02.5 3110.00 515.00 1170.00 15.5 375.00 575.00 $1.15 5150 50 .35 5.35 51.60 51.90 MINER LB 5.50 103.40 258.00 5.00 2.00 179 00 21.5 32.604.00 30.00 5.5 10.60 20.80 19.20 4.30 11,372.00 1,770.00 06000 9,162.00 172.00 1028.00 2000 207.00 270.00 Coat 0270.00 $1,890.00 S0.0 50.00 581,875.00 5.00 5.00 510,000.00 5.00 30.00 5.00 5.00 3000 1000 30.00 5.00 5060 5.00 11,158.00 17.185.5 50.00 9.40 13.00 065,208 00 032170 (XI 9948.00 51.802 00 51,872.00 51440.00 $322.50 513,07750 5,655.00 301.5 53,206.70 527520 165.40 5119.00 6153.5 6225.00 052.50 5,591.45 $652.5 549.00 5543.5 544.99 5329.40 53.00 528.00 Coal 5315.00 09,900.00 53,750.00 10.00 50.00 00.00 3137,500.00 510,00.0 5.00 30.00 30.00 5.00 022,000.00 59,800 .00 5.00 5.00 55,900 .5 05,234 00 51,598.00 $29,134.5 3720.00 94.00 245.00 5.00 2.00 154.00 18.10 27,034.00 24.70 720 9.90 19.10 16.20 3.60 5,249.00 1,335.00 720.00 7,60800 144.00 845.00 17000 55.0 TOTAL CONTRACT ITEMS Federal Funding ENel550 Total Federal amount Federal Amount A. - State AM of Local Amount for COnslrueu0n al Controller 8 Cabinet- A Furnished • Arch Coon Signal Controller 6 Cabinet Sig SOB (Fund8hed by Wa1NntK9n CoudY) Each $ 20,000.00 Send Controller 8 Cabinet la Sled sin w 04 661 Amount 0 Each $ 27200.00 T Total Coal 5945.00 5 9,392,105.36 5 8,245 004.86 5 4,544,960.00 49.09% 1.055 2000.00 1 $ 20,000 00 $ 637,999.99 5 750.0 547000 550.00 525.00 3300.00 530.500 00 5190.5 SP 21042042 HUGO SP 22402041 Coat $0 00 50.00 00.00 50.00 310,125.00 5.00 5.00 30.00 1000 1 54,50.00 5000 560 5.00 5.00 30.90 5.00 5.00 5.00 5.00 5.00 50.00 054,05.5 52,717.0 5792.00 51,583.00 51,719.00 01,215.5 $270.00 19,409.35 52,002.50 1252.00 52,662.5 8230.40 51 160 50.5 5.5 5.5 0000 50 .00 5.00 0.00 5.00 5.00 0000 Cost 50.00 50.00 3,75000 50.00 5000 10.03 587,500 00 90.0 53.00.00 1.00 1.00 20.00 1.00 1,180.00 357.00 30.00 $6,00.0 $6,00.00 x2,000.00 59,800 00 50.00 5.00 55,90.00 00,211.0 5.00 30.00 5.00 92% ANOKA CTY SP 02414.33 WASHINGTON COUNTY LINO LAKES 5% LINO LAKES SP 210420 -02 STORM SEWER 5P 82405 -07 Cost $0.00 5000 50.90 50.00 50.00 00.00 30.00 5.00 5.00 STORM SEWER 0000 50.00 5.00 0000 0000 5.00 5000 0000 50.00 0000 $000 50 .00 II 1 80.00 $000 80.00 50.5 $0 00 5.00 - ■ 5.5 - 5.5 5.5 50.5 5.5 30.5 5.00 30.5 $000 SO00 80.00 50.00 .50 LialLS°0 5 .00$000 3,655.25 13.855.25 1� 5.00 5.00 5.00 0000 5000 55 5.00 5.00 5.00 5.00 5297.50 01 749.00 0945.0 53,948.9569 13,948,95.09 01 936,935.49 52,011,964.5 f - 5.00 5.00 5.00 5 230,612.5 3 230,612.5 $ 20,000.00 6 27,20000 9 9,459,305.31 7 $ 645,499.99 01,259,708.02 ANOKA CO5,6RY 00061RI1C110N 6HARE 537,999.99 COUNTY SUPPLIED SIGNAL CABINET ' 07.500.00 37.5% ANOKA COUNTY STORM SEWER 55,296.35 92.0% ANOKACOIIH17C096T 000004 11001E 0731,796.33 CONSTRUCTION ENGINEERING 5114,326.61 6.0% WETIANDM6GATION 52,155.5 ANOKA COUNTY COST 548.277.94 0.500 $ 13,60.0 32,025,564.60 53,962,500.09 3 113 115.41 S 117,497.12 3 12 ,'.0 3 129,991.12 3243,11200 50.00 50.00 50.0 5.00 0.00 5.00 5.00 0000 0000 1000 5.00 00.00 5.00 50.00 $000 5.00 5.00 5.00 560 50.00 5.00 5.00 3000 50 .00 5.00 5.5 5.00 50 .00 Cast 50.00 $0.00 5000 0060 50.00 50.00 5.00 50.00 5.00 LINO LAKES LOCAL FUNDS Dumbly 5.00 5.00 5.00 $000 5.00 00.0 5.00 00.00 5.00 5.00 50.00 50.00 560 5.00 5.00 5.00 10.00 50.5 Coal 00.00 S0.00 So.Oo 50.00 50.00 $0.00 50.00 50.00 30.00 70 CO LOCAL FUNDS 00an657 1.00 1.00 5.00 5.00 1000 50.00 5000 0540.00 50.5 0000 00.00 50.00 00.00 5.00 5.00 50.00 50.00 50.5 5.00 50.00 560 50 .5 00.00 5.5 5.00 50 .00 595 50.5 0000 5.00 f - 0.500 $ 13,600.0 3 545,444.25 $1,07,455.25 5.00 S0.00 $000 5 184,102.80 $ 104,102.5 $ 90 302.42 5 93,85.30 5.00 5.00 5.00 9000 0000 5.00 5.00 5.00 500 5.00 50 .00 5.00 5.00 $60 50 .00 5.00 5.00 5.00 5.00 5.00 3000 50 .00 5.00 560 5.00 560 5000 50.0 5.5 5.00 5.00 5 1,58640.10 $ 1,580406 10 5.00 505 5.00 330.00 1,240.00 cost 30.00 00.00 50.00 580,000 00 50.0 0175,000.00 00.00 560 0000 30.00 5.00 5000 9000 5.00 33,95.00 59,920.00 5.00 80.00 50 .00 5.00 30.5 5.00 5.00 560 5000 3000 5.00 5.00 50.00 5.00 50.00 5.00 50.00 50.00 5.00 50.00 50.00 5.00 50.5 0000 5000 5 23,035.50 $ 0 779.132.19 5 93,8030 5184,102.00 $ 808,273.91 5 23,035.50 $ 50.00 50.00 5.00 0000 $000 $00 5.00 5.00 50.00 3000 $000 30.00 5.00 0000 5.00 5.00 90 00 45,905.00 5 45,905.00 $ 000,273.91 01 506,406.10 f 23035.50 523035.50 50 .00 5.00 5.00 5 1,077,50.00 1,077,00.5 5 45,90500 545 985.00 1.000 $ 20.00.0 $ 1,0700.0 51,091000.00 ANOKA COUNTY 1 LINO LAKES COST PARTICIPATION CITY OF LINO LAKES CONSTRUCTION SHARE $15,517.62 . COUNTY SUPPLIED SIGNAL CABINET 512,50.00 62.5% CITY OF LINO LAKES STORM SEWER 37,504.03 8.0% CITY OF LINO LAKES CONSTRUCTION SHARE 9209,521.85 61,129,082.5 CONSTRUCTION ENGINEERING 326 ,148.91 0.5% $328,861.32 WETUWD MITIGATION $.0 TOTAL LINO LAKES COST 5232,670.56 S.P 02- 614 -23 EXHIBIT B COST- SHARING AGREEMENT FOR PROJECTS CONSTRUCTED IN ANOKA COUNTY USING COUNTY STATE AID FUNDS OR LOCAL TAX LEVY DOLLARS ITEMS COUNTY SHARE CITY SHARE Bikeways 0 100% Concrete Curb & Gutter 50% 50% Concrete Sidewalk 0 100% Concrete Sidewalk Replacement 100% 0 Concrete Curb & Gutter for Median Construction 100% 0 Concrete Median 100% 0 *® Construction or Adjustment of Local Utilities 0 100% Grading, Base and Bituminous 100% • 0 Storm Sewer based on state aid letter *© based on state aid letter *© Driveway Upgrades 0 *1 100% Traffic Signals (communities larger than 5,000) 1/2 the cost of its the cost of its legs of legs of the intersection the intersection plus 1/2 • • y the cost of the County legs of the intersection Traffic. Signals (communities less than 5,000) 100% 0 *TM Engineering Services *E *E Right -of -Way 100% 0 *( Street Lights 0 100% *TM The County pays for 100% OF A Standard Median Design such as plain concrete. If a local unit of government requests decorativ median such as red brick, stamped concrete, or exposed aggregate concrete, the local unit will pay the additional cost above the cost of standard median. In the event no State Aid is being used, or in the event the state aid letter does not determine cost split percentages, drainage cost shares will be computed by the proportion of contributing flow outside the County right of way to the total contributing flow. In cities less than 5,000 people the County pays for 100% of the cost of the traffic signal effective March 1986. The County collects on behalf of the cities (less than 5,000) "Municipal State Aid Dollars" since they do not themselves qualify for state aid funds. These funds are used to pay the City Share. Engineering shall be paid by the Lead Agency except that any participating agency will pay construction engineering in the amour of 8% of the construction costs paid by that agency. In the event that the Township or City requests purchase of right -of -way in excess of those right -of -ways required by County construction, the Township or City participates to the extent an agreement can be reached in these properties. For instance, a Township or City may request a sidewalk be constructed alongside a County roadway which would require additional right- of -wa) in which case the Township or City may pay for that portion of the right -of -way. Acquisition of right -of -way for new alignments shall be the responsibility of the Township or City in which the alignment is located. This provision may be waived by agreement with the County Board if the roadway replaces an existing alignment and the local unit of government takes jurisdiction of that existing alignment. In addition, any costs, including right -of -way costs, incurred by the County because a Township or City did n acquire sufficient right -of -way during the platting process or redevelopment process shall be paid by the Township or City. The County will replace all driveways in -kind. Upgrades in surfacing (i.e., gravel to bituminous, bituminous to concrete shall be 100% expense to the Township or City). 1