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ITEM 5.1 Street Project 20-030 otC1� 'e F o MINNESOTA V DEPARTMENT INFORMATION Request for City Council Action ORIGINATING DEPARTMENT REQUESTOR: MEETING DATE: Public Works City Engineer Wagner March 9, 2020 PRESENTER(s) REVIEWED BY: ITEM #: City Engineer Wagner City Administrator/Finance Director Flaherty 5.1 STRATEGIC VISION MEETS: I THE CITY OF OTSEGO: Is a strong organization that is committed to leading the community through innovative communication. X Has proactively expanded infrastructure to responsibly provide core services. Is committed to delivery of quality emergency service responsive to community needs and expectations in a cost-effective manner. X Is a social community with diverse housing, service options, and employment opportunities. Is a distinctive, connected community known for its beauty and natural surroundings. AGENDA ITEM DETAILS RECOMMENDATION: City staff recommends the City Council approve the Plans and Specifications and Order Advertisement for Bids for the Parkview Avenue and 88th Street Improvements, City Project No. 20-03. ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED? No No BACKGROUND/JUSTIFICATION: Attached are plans and specifications for the Parkview Avenue and 88th Street Improvements. The project includes extending water, sanitary, and storm sewer from the intersection of CSAH 42 and 88th Street (some utilities were previously with the Friendship Addition plat in 2007). Street improvements will be constructed per the City of Otsego standard Local Commercial Urban 10 Ton Street Section which includes a 46' wide street with concrete sidewalk along both sides. This project was included within the Capital Improvement Plan and is necessary to allow the development of the Parkview Retail (Coborn's) and Parkview Grand (Apartments) developments. In order to finance this improvement project, the City approved a tax abatement program that would establish an abatement of a portion of the increase in property taxes caused by the Parkview Retail development to finance and provide the public infrastructure improvements. Wright County also partnered with the City to reimburse the City up to a maximum of $400,000 through a tax abatement agreement. The preliminary estimate of project costs was $791,171, which was included in the CIP as the budget. After completion of the project design and respective plans and specifications, the current estimated project costs are estimated to be $877,083. SUPPORTING DOCUMENTS ATTACHED: • Plans and Specifications • Engineer's Estimate POSSIBLE MOTION PLEASE WORD MOTION AS YOU WOULD LIKE IT TO APPEAR IN THE MINUTES: Motion to approve the Plans and Specifications and Order Advertisement for Bids for the Parkview Avenue and 88th Street Improvements, City Project No. 20-03. BUDGET INFORMATION FUNDING: BUDGETED: Fund 414—Capital Improvement Revolving Yes ENGINEER'S ESTIMATE PARKVIEW AVENUE AND 88TH STREET IMPROVEMENTS CITY PROJECT NO. 20-03 City of Otsego Revision:3/3/2020 Rid Crhnrlulu "A" - Af-t. Item No. Spec. Ref Description Unit Est. Unit Price Estimated Quantity Total Estimated Extension 1 2021.501 Mobilization LS $22 214.01 1.00 $22,214.01 2 2104.502 Remove Concrete Structure EACH $250.00 1 $250.00 3 Remove Ex. RCP Storm Pie LF $20.00 32 $640.00 4 2104.502 Remove Sin EACH $40.06 2 $80.06 5 2104.602 ISalvage Casting EACH $100.00 4 $400.00 6 2104.502 Salvage Hydrant and Valve EACH $250.00 1 $250.00 7 Adjust Existing Structures to New Finish Grades EACH $500.00 3 $1,500.00 8 Adjust Existing Valves New Finish Grades EACH $250.00 2 $500.00 9 2104.502 Salvage Sin EACH $80.00 5 $400.00 10 2104.503 Remove Curb & Gutter LF $2.00 500 $1,000.00 11 2104.503 Sawing Bit Pavement Full Depth) LF $2.00 145 $290.00 12 2104.504 Remove Bituminous Pavement SY $4.50 50 $225.00 13 2105.507 Common Borrow L CY $8.00 2266 $18 128.00 14 2105.507 Common Excavation E CY $4.00 5299 $21,196.00 15 2211.509 Aggregate Base Class 5 Mod TON $12.60 3621 $45 624.60 16 2215.501 Full Depth Reclamation P SY $2.00 855 $1 710.00 17 2232.504 Mill Bituminous Surface 2.0" SY $30.45 25 $761.25 18 2357.506 Bituminous Material For Tack Coat GAL $3.50 333 $1 165.50 19 2360.509 SP 12.5 Non Wear Course Mixture 3,C TON $65.00 750 $48,750.00 20 2360.509 _Type Type SP 12.5 Wearing Course Mixture 2,B rail TON $74.00 0 $0.00 21 2360.509 Type SP 9.5 Wearing Course Mixture 3,C TON $70.00 937 $65 590.00 22 2521.518 4" Concrete Walk SF $3.50 11694 $40,929.00 23 2531.503 Concrete Curb & Gutter Design B618 LF $14.00 2363 $33,082.00 24 2531.504 7" Concrete Valley Gutter SF $6.25 687 $4,293.75 25 2531.618 Truncated Domes SF $60.00 194 $11 640.00 26 2563.601 Traffic Control LS $6 450.00 1 $6 450.00 27 jConduit Crossings(Utility Supplied PVC Conduits LS $8.00 200 $1 600.00 28 2564.518 Sign Panels, Type C SF $47.25 153.00 $7 229.25 29 2573.501 Stabilized Construction Exit LS $4 000.00 1.00 $4 000.00 30 2573.502 Storm Drain Inlet Protection EACH $125.00 15 $1 875.00 31 2573.503 Sediment Control Log Type Straw LF $3.15 0 $0.00 32 2573.503 Silt Fence, Type MS LF $1.68 2708 $4 549.44 33 2574.508 Fertilizer Type 1 LB $0.68 1328 $903.04 34 2575.504 Erosion Control Blanket - Category 3 SY $2.10 0 $0.00 35 2575.505 Seeding ACRE $265.00 2.66 $704.90 36 2575.508 Seeding Mixture - 25A51 LB $5.25 319 $1,674.75 37 2575.509 Mulch Material Type 1 TON $280.00 5.31 $1,486.80 38 2580.501 Interim Pavement Marking LS $4 016.62 1 $4,016.62 39 2582.503 4" Solid Line White - Paint LF $0.09 2507 $225.63 40 2582.503 4" Solid Line Yellow - Paint LF $0.09 0 $0.00 41 2582.503 24" Solid Line White - Paint LF $3.80 49 $186.20 42 2582.503 24" Solid Line Yellow - Paint LF $4.00 0 $0.00 43 2582.503 4" Double Solid Line Yellow - Paint LF $0.17 2087 $354.79 44 2582.518 3'x6' Crosswalk Blocks White - Paint SF $4.00 1 775 $3 100.00 45 2582.518 1 Pavement Message Paint EACH 1 $75.00 1 2 $150.00 rotal Bid Schedule "A" - Streets Rirl Rrhadulu "R"- C4nrm Sawar yoaa, lca.ao Item No. Spec. Ref Description Unit Unit Price Roadway Estimated Quantity Total Estimated Extension 46 2501.502 15" RC Pipe Apron EACH $700.00 0 $0.00 47 Furnish and Install New Casting for Existing Structure EACH $750.00 2 $1,500.00 48 2503.503 15" RC Pipe Sewer Design 3006 CL V LF $41.30 666 $27,506.80 49 2503.603 18" RC Pipe Sewer Design 3006 CL V LF $44.30 626 $27,731.80 50 2503.503 21" RC Pipe Sewer Design 3006 CL III LF $48.00 451 $21,648.00 51 2503.503 24" RC Pipe Sewer Design 3006 CL III LF $55.00 31 $1 705.00 52 2503.503 42" RC Pipe Sewer Design 3006 CL III LF $145.00 398 $57 710.00 53 2506.503 Construct Drainage Structure Design 2'x3' EACH $1 750.00 7 $12 250.00 54 2506.503 Construct Drainage Structure Design 48-4020 EACH $2,125.00 5 $10 625.00 55 2506.503 Construct Drainage Structure Design 60-4020 EACH $2,750.00 2 $5 500.00 56 2506.503 Construct Drainage Structure Design 72-4020 EACH $3,500.00 1 $3,500.00 57 1 2506.503 lConstruct Drainage Structure Design 84-4020 EACH $4,800.00 1 $4,800.00 58 1 2506.503 lConstruct Drainage Structure Design 108-4020 EACH $6,500.00 1 $6,500.00 59 1 2506.503 lConstruct Drainage Structure Design H EACH $1,500.00 1 $1,500.00 rota) Bid Schedule "B"- Storm Sewer S:XMunkipaMOTSEGOl300118-PROJECTDEVELOPMENT%&DESIGN%OT3001 EngEstAs Page 1 of ENGINEER'S ESTIMATE PARKVIEW AVENUE AND 88TH STREET IMPROVEMENTS CITY PROJECT NO. 20-03 City of Otsego Remion:3/3/2020 Rid Schedule "C- Watermain Item No. CEAM Spec. Ref Description Unit Unit Price Roadway Estimated Quantity Total Estimated Extension 60 2611 Connect To Existing 8" DIP Watermain EA $1,250.00 1 $1,250.00 61 2611 Lower Existing 8" DIP Watermain LF $50.00 103 $5,150.00 62 2611 6" Gate Valve & Box EA $1,200.00 5 $6,000.00 63 2611 8" Gate Valve & Box EA $1,600.00 1 $1,600.00 64 2611 10" Gate Valve & Box EA $2,200.00 4 $8,800.00 65 2611 Hydrant EA $4,200.00 10 $42,000.00 66 2611 6" Ductile Iron Pipe CL 52 LF $42.00 66 $2,772.00 67 2611 8" Ductile Iron Pipe CL 52 LF $42.00 309 $12,978.00 68 2611 10" Ductile Iron Pipe CL 52 LF $50.00 972 $48,600.00 69 2611 4" Insulation SY $40.00 4 $160.00 70 2611 Ductile Iron Fittings LB $5,00 1295 $6,475.00 71 2611 Testing Watermain LS $1,500.00 1 $1,500.00 Total Bid Schedule "C-Watermain Rid SrhPrhllP- "D" - Sanitary Sewer ywf,coa.uu Item No. CEAM Spec. Ref Description Unit Unit Price Roadway Estimated Quantity Total Estimated Extension 72 2621 Connect To Existing Sanitary Sewer EA $4,500.00 1 $4,500.00 73 2621 8" PVC SDR 35 Sanitary Sewer 8'-12' Depth) LF $30.00 301 $9,030.00 74 2621 8" PVC SDR 35 Sanitary Sewer 12'-16' Depth) LF $35.00 140 $4,900,00 75 2621 8" PVC SDR 35 Sanitary Sewer 16'-20' Depth) LF $40.00 21 $840.00 76 2621 8" PVC SDR 26 Sanitary Sewer 20'-24' Depth) LF $50.00 307 $15,350.00 77 2621 Standard 48" Diameter Manhole 0-12' Depth) EA $5,000.00 6 $30,000.00 78 2621 1 Extra Depth 48" Diameter Manhole VF $250.00 27 $6,750.00 79 2621 Outside Drop Section for Manhole EA $3,500.00 1 $3,500.00 80 2621 Excess Drop Section Riser VF $125.00 8 $1,000.00 81 2611 8" PVC SDR 26 Sanitary Sewer Service Pie LF $25.00 207 $5,175.00 82 2611 8" PVC SDR 26 Plug EA $50.00 5 $250.00 83 2611 Testing (Televise, Mandrel, and Pressure LS $2,500.00 1 $2,50o.00 Total Bid Schedule "D" - Sanitary Sewer Bid Schedule "A" - Streets $359,125.53 Bid Schedule "B"- Storm Sewer $182,475.60 Bid Schedule "C- Watermain $137,285.00 Bid Schedule "D" - Sanitary Sewer $83,795.00 TOTAL CONSTRUCTION COST $762,681A3 15%Administration, Legal, & Engineering $114,402.17 TOTAL ESTIMATED PROJECT COST $877,083.30 S:WunicipaNAOTSEG000011B-PROJECT DEVELOPMENM-DESIGN\OT3001 EngEst.Asx Page 2 of 2 PARKVIEW AVENUE AND 88TH STREET IMPROVEMENT PROJECT CONSTRUCTION PLANS FOR WATERMAIN, SANITARY SEWER, STORM SEWER, SIDEWALK AND STREET CONSTRUCTION CITY OF OTSEGO PROJECT NO. 20-03 ionsming- ■ - oll �: /� •�illll _ �� 10 Mimi IN SO Hakanson Anderson CMR Enalx aM Land 5• ]apn.Nan t Thandan Ave, Make, Ylnn•,Ma 1530.5 7e ,IZ7—tech FAX 7e.T-4D-0lta THE SUBSURFACE UTILITY INFORMATION IN THS PUN IS UTILITY QUALITY LEVEL D. T HIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ASCE 38-2. ENTITLED 'STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UHLTTY DATA.' WRIGHT COUNTY, MINNESOTA GOVERNING SPECIFICATIONS THE 2018 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR CONSTRUCTION' AND THE 2013 EDITION OF THE CEAM 'STANDARD SPECIFICATIONS' SHALL APPLY. ALL FEDERAL, STATE AND LOCAL LAWS, REGULATIONS, AND ORDINANCES SHALL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING THE LATEST FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS ALL REQUIREMENTS OF THE PROJECT MANUAL FOR PARKVIEW AVENUE AND SBTH STREET IMPROVEMENTS, CITY PROJECT NO. 20-03. SHEETINDEX SHEET NO. THIS PLAN CONTAINS 999 SHEETS DESCRIPTION 1 TITLE SHEET 2 QUANTITIES AND NOTES 3 TYPICAL SECTIONS 4 EARTHWORK AND STDRM SEWER SCHEDULES 5-8 DETAILS 9 10 EXISTING CONDIT S AND REMOVALS GRADING PUN 11 SVPPP PLAN 12-13 SANITARY AND WATERMAIN PLAN AND PROFILES 14_15 STREET AND STORM PLAN AND PROFILES I h.nhy certify that this plan, specification, or report was propar•d by m. ar under my dimet su rl lon and that I am duly Licensed Praf.edanaI Enpi...r under the laws o1 the Stet. of Minnesota. BRENT LARSON. `P.E. HAKANSON ANDERSON DESIGN ENGINEER SENCHMMK4 NGVD 1929 DATUM 867.98 = TNH O NE CORNER OF CSAH 42 h CSAH 39 868.18 = TNH O E SIDE CSAH 42, —250' —1. OF 8811 SI CITY PROJECT 20-03 872.55 = TKH O HE CORNER CSAH 42 AND NTH STREET 45850 DATE 3/4/2020 LTC. NO. SHEET 1 OF 999 SHEETS <j< °; zo 1/dNlwm n w � oo i.i o ��' z UNW<�N F m u F aw pOi g:g mN �m y�OC M _F5 H o W<Om G m� .. 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