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VII.2. Approve Final Plans and Order Bids 2017 Street and Utility Improvements City Project 2016-10; Stanley (CR2016-127)
December 20, 2016 Council Report 2016-127 APPROVE FINAL PLANS AND ORDER BIDS 2017 STREET AND UTILITY IMPROVEMENTS CITY PROJECT 2016-10 Proposed Action Staff recommends the following motion: adopt Resolution 2016-083, Resolution Approving Plans and Specifications and Authorizing Advertisement for Bids, 2017 Street and Utility Improvements, City Project 2016-10. This action continues an assessable project for street and utility improvements. Overview At its September 20, 2016 meeting, the Hopkins City Council conducted a public hearing concerning the street and utility improvements proposed for the 2017 Street and Utility Improvement Project. Council directed the project to proceed and authorized the preparation of final plans and specifications. The final plans are substantially complete, staff now asks the council to approve these plans and authorize advertisement for bids. Primary Issues to Consider Scope of Improvements Public Input Estimated Costs and Funding Project Schedule Staff Recommendation Supporting Information Engineer’s Estimate Final Plans (available upon request) Project Location Map Resolution 2016-083 _________________________________ Nate Stanley, P.E., City Engineer Financial Impact: $8,138,500 Budgeted: Y/N _Y_ Source: _PIR, SA, Water, Sanitary, Storm Related Documents (CIP, ERP, etc.): CIP _ Notes: _________________________________________ Council Report 2016-127 Page 2 ANALYSIS OF ISSUES Scope of Improvements This project includes reconstruction of the following streets: • West Park Valley Drive • East Park Valley Drive • 5th Avenue South from 5th Street South to 7th Street South • 6th Avenue South from 5th Street South to 8th Street South • 9th Avenue South from 7th Street South to Westbrook Way • 10th Avenue South from 6th Street South to 7th Street South • 6th Street South from 10th Avenue South to West Park Valley Drive • 7th Street South from 11th Avenue to east of East Park Valley Drive • Alley south of 6th Street South west of 10th Avenue South Proposed street improvements include full reconstruction of streets and new curb and gutter throughout the project area; width improvements are also proposed. Water main is proposed to be replaced throughout the project area. All water services will be replaced from the main to the property line unless they are copper and less than 10 years old. Sanitary sewer improvements include the removal and replacement of the main, manholes and service lines to the property line. Several segments are also proposed to rehabilitated via trenchless means. Proposed storm sewer improvements include removal and replacement of the storm sewer main, addition of storm sewer inlets to reduce water ponding in the street and improvements to reduce sediment accumulation. Pedestrian facilities include extension of a multi-use trail along 9th Avenue South and 7th Street South. The construction of this new trail will be funded by the Three Rivers Park District. During the scoping for this project, it was determined that there was some other work that should be included in the project, due not only to proximity, but to capitalize on pricing. This additional work will be funded by separate items in the CIP and Budget and includes the following: • Mill/overlay of 7th Avenue South from 5th Street South to 8th Street South • Mill/overlay of 8th Avenue South from 6thy Street South to 8th Street South • Mill/overlay of 8th Street South from 8th Avenue South to 6th Avenue South • Sanitary sewer lining along 17th Avenue North from TH 7 to Mainstreet • Alley connecting 6th Avenue South to 8th Street South • Citywide spot alley and sidewalk repairs • Rerouting of sanitary sewer on Blake Road between the HCRRA right-of-way and Lake Street Council Report 2016-127 Page 3 Public Input Two public informational meetings regarding the improvements were held on September 6 and 15. The meeting format consisted of a presentation of the overall project, but focused detailed discussion on assessments. Between the two meetings, a total of approximately 85 people attended the meetings. A questionnaire was sent to all properties in the project area in advance of the neighborhood meeting, a total of 67 responses were received. Drainage concerns and a desire for improved street surface were the most notable comment in the responses. Bolton & Menk and City staff has met with individual property owners in person to discuss concerns and look at options to minimize issues; it is anticipated meetings will continue as design progresses. This fall staff has corresponded and met with some individuals regarding special assessments for the project. Due to the combination of improvements in the project which are assessed for such as reconstruction, and not assessed for such as mill and overlay, there has been some confusion. Generally, after some face-to-face conversation, staff has been able to answer questions and clear up concerns. Additionally, a public informational meeting is planned later this winter prior to the assessment hearing at which a detailed explanation of the assessment process will be presented. Project Budget and Costs The estimate for this project, which includes contingency, legal, administrative, and engineering costs for all the work totals to $8,138,500. Project costs and funding sources are as follows: Funding Source CIP Budget Base Project Additional Work PI-PIR/General Obligation Bonds $2,000,000 $2,929,400 $607,100 Assessments 2,000,000 1,453,700 Storm Sewer Fund 600,000 600,000 52,700 Sanitary Sewer Fund 500,000 609,100 449,700 Water Fund 1,500,000 1,207,800 Three Rivers Park District 229,000 Total $6,600,000 $6,800,000 $1,338,500 In the above table, the CIP Budget column represents funding for the Base Project, which includes the original reconstruction project scope. The Additional Work column itemizes costs for the previously noted additions to the project scope and has been budgeted for with separate funding. It should be noted that the current Base Project estimate exceeds the CIP budgeted amount for some items. The significant factors contributing to the overage at this time are the percentages applied for contingencies and design costs, these costs typically reduce as the project progresses. Public Works staff will be working with the Finance Director to assure the project as proposed can be funded. Staff will return to council with an update on costs at contract award. Council Report 2016-127 Page 4 The overall project total has increased since council was last updated; the reason for this is staff has decided to add more additional work to the contract. This additional work has been budgeted for under other CIP and Budget items. Some significant items that were not included previously are as follows: • Blake Road sanitary sewer work related to SWLRT improvements • Additional alley repair in the Avenues West Neighborhood • Flooding and sedimentation mitigation improvements at Westbrook Way and Smetana Road • Manhole sealing work at various locations around the city An explanation of the above items will be provided at the City Council meeting. Project Schedule Approve final plans/order bids December 20, 2016 Receive and Open Bids January 20, 2017 Order Assessment Hearing February 7, 2017 Conduct Public Assessment Hearing/ March 7, 2017 Adopt Assessment Roll/Award Contract Begin Construction April, 2017 Complete Construction October, 2017 Staff Recommendation Staff recommends approving final plans and ordering bids with adoption of resolution 2016-083. ENGINEER'S ESTIMATE 2017 STREET & UTILITY IMPROVEMENTS CITY OF HOPKINS, MN CITY PROJECT NO. BMI PROJECT NO. T19.112021 1 MOBILIZATION LUMP SUM 300,000.00$1.00 300,000.00$ 2 TRAFFIC CONTROL LUMP SUM 30,000.00$1.00 30,000.00$ 3 LANDSCAPE ALLOWANCE LUMP SUM 40,000.00$1.00 40,000.00$ 4 TREE TRIMMING LUMP SUM 5,000.00$1.00 5,000.00$ 5 GRUBBING (TREE)EACH 150.00$121.00 18,150.00$ 6 CLEARING (TREE)EACH 150.00$121.00 18,150.00$ 7 EXPLORATORY EXCAVATION HOUR 475.00$16.00 7,600.00$ 8 REMOVE BITUMINOUS PAVEMENT (TRAILS AND DRIVEWAYS)SQ YD 4.00$2175.00 8,700.00$ 9 REMOVE BITUMINOUS PAVEMENT (ALLEY)SQ YD 3.00$3797.00 11,391.00$ 10 REMOVE CONCRETE PAVEMENT (WALKS, DRIVEWAYS, STREETS, AND ALLEYS)SQ YD 6.00$5902.00 35,412.00$ 11 REMOVE CONCRETE PAVEMENT (SPOT REPLACEMENT)SQ YD 10.00$700.00 7,000.00$ 12 REMOVE CURB & GUTTER LIN FT 3.00$20792.00 62,376.00$ 13 REMOVE CURB & GUTTER (SPOT REPLACEMENT)LIN FT 10.00$1565.00 15,650.00$ 14 REMOVE CONCRETE STEP EACH 100.00$7.00 700.00$ 15 REMOVE CONCRETE PARKING STOP LIN FT 50.00$10.00 500.00$ 16 REMOVE SIGN EACH 25.00$88.00 2,200.00$ 17 REMOVE GUARD RAIL LIN FT 10.00$234.00 2,340.00$ 18 SAWING CONCRETE PAVEMENT (FULL-DEPTH)LIN FT 4.50$3465.00 15,592.50$ 19 SAWING BITUMINOUS PAVEMENT (FULL-DEPTH)LIN FT 3.00$5495.00 16,485.00$ 20 SALVAGE & REINSTALL FENCE (VINYL OR WOOD)LIN FT 25.00$115.00 2,875.00$ 21 SALVAGE & REINSTALL MODULAR BLOCK/STONE RETAINING WALL SQ FT 28.00$30.00 840.00$ 22 SALVAGE & REINSTALL WOOD TIMBER RETAINING WALL SQ FT 30.00$55.00 1,650.00$ 23 SALVAGE & REINSTALL PAVERS SQ FT 8.00$275.00 2,200.00$ 24 MODULAR BLOCK RETAINING WALL SQ FT 40.00$200.00 8,000.00$ 25 COMMON EXCAVATION (EV)(P)CU YD 14.00$30243.00 423,402.00$ 26 SUBGRADE EXCAVATION (EV)CU YD 14.00$2930.00 41,020.00$ 27 STABILIZING AGGREGATE (CV)TON 20.00$1220.00 24,400.00$ 28 SELECT GRANULAR BORROW (CV)TON 11.00$22440.00 246,840.00$ 29 GEOTEXTILE FABRIC SQ YD 1.20$26190.00 31,428.00$ 30 TOPSOIL BORROW (SPECIAL)(LV)CU YD 25.00$3090.00 77,250.00$ 31 CLASS 5 AGGREGATE BASE (CV)TON 12.00$24652.00 295,824.00$ 32 CLASS 2 AGGREGATE SURFACING (GRAVEL DRIVEWAY)TON 30.00$60.00 1,800.00$ 33 SELECT GRANULAR TRENCH BACKFILL (CV)TON 11.00$3420.00 37,620.00$ 34 RECLAIM BITUMINOUS SURFACE SQ YD 1.75$42800.00 74,900.00$ 35 MILL BITUMINOUS SURFACE (1.5 INCH DEPTH)SQ YD 2.00$13351.00 26,702.00$ 36 BITUMINOUS WEARING COURSE (SPWEA240C)TON 67.50$6414.00 432,945.00$ 37 BITUMINOUS NON-WEARING COURSE (SPNWB230C)TON 62.50$5147.00 321,687.50$ 38 BITUMINOUS MATERIAL FOR TACK COAT GAL 2.80$3477.00 9,735.60$ 39 BITUMINOUS PAVEMENT (SPWEB440C)TON 85.00$569.00 48,365.00$ 40 3" BITUMINOUS PAVEMENT (TRAIL/DRIVEWAY) (SPWEA240B)SQ YD 22.50$3205.00 72,112.50$ 41 2" BITUMINOUS ROADWAY PATCH (SPWEA240C)SQ YD 20.00$3890.00 77,800.00$ 42 JOINT ADHESIVE LIN FT 1.00$33615.00 33,615.00$ 43 GUARD RAIL LIN FT 80.00$125.00 10,000.00$ 44 END TREATMENT EACH 1,500.00$2.00 3,000.00$ 45 CAST IN PLACE CONRETE RETAINING WALL LUMP SUM 30,000.00$1.00 35,000.00$ 46 4" CONCRETE WALK SQ FT 5.00$2892.00 14,460.00$ 47 4" CONCRETE WALK (SPOT REPLACEMENT)SQ FT 5.75$5500.00 31,625.00$ 48 TRUNCATED DOMES SQ FT 42.00$132.00 5,544.00$ 49 TRUNCATED DOMES (RADIAL)SQ FT 55.00$128.00 7,040.00$ 50 CONCRETE STEP LIN FT 50.00$28.00 1,400.00$ 51 CONCRETE CURB & GUTTER DESIGN B618 LIN FT 11.50$23760.00 273,240.00$ 52 CONCRETE CURB & GUTTER DESIGN B618 (SPOT REPLACEMENT)LIN FT 21.00$1565.00 32,865.00$ 53 CONCRETE CURB & GUTTER DESIGN D418 LIN FT 18.00$50.00 900.00$ 54 CONCRETE CURB & GUTTER DESIGN B612 LIN FT 10.00$52.00 520.00$ 55 7" CONCRETE RIBBON CURB LIN FT 15.00$1200.00 18,000.00$ 56 6" CONCRETE WALK PEDESTRIAN RAMPS SQ YD 75.00$240.00 18,000.00$ 57 6" CONCRETE WALK PEDESTRIAN RAMPS (SPOT REPLACEMENT)SQ YD 80.00$50.00 4,000.00$ 58 6" CONCRETE DRIVEWAY PAVEMENT (RESIDENTIAL)SQ YD 50.00$3250.00 162,500.00$ 59 7" CONCRETE VALLEY GUTTER SQ YD 50.00$205.00 10,250.00$ 60 6" CONCRETE ALLEY SQ YD 55.00$390.00 21,450.00$ 61 6" CONCRETE ALLEY (SPOT REPLACEMENT/HIGH EARLY)SQ YD 75.00$1565.00 117,375.00$ 62 DRILL & GROUT REINF BAR - NO. 4 (EPOXY COATED)EACH 15.00$90.00 1,350.00$ 63 8" CONCRETE DRIVEWAY PAVEMENT (COMMERCIAL/ALLEY)SQ YD 65.00$505.00 32,825.00$ 64 8" CONCRETE ROADWAY PATCH (HIGH EARLY)SQ YD 110.00$125.00 13,750.00$ 65 SAW & SEAL CONCRETE JOINTS (SPOT REPLACEMENT)LIN FT 11.00$40.00 440.00$ 66 ZEBRA CROSSWALK BLOCK - WHITE EPOXY SQ FT 7.00$594.00 4,158.00$ 67 4" SOLID LINE WHITE - LATEX LIN FT 2.00$1415.00 2,830.00$ 68 4" DOUBLE SOLID YELLOW - LATEX LIN FT 3.00$80.00 240.00$ 69 4" SKIP YELLOW - LATEX LIN FT 3.00$300.00 900.00$ 70 PAVEMENT MESSAGE (HANDICAP SYMBOL) - LATEX EACH 115.00$3.00 345.00$ 71 4" SOLID LINE YELLOW - LATEX LINT FT 2.00$75.00 150.00$ 72 TRAFFIC SIGN POST (WITH FOUNDATION)EACH 200.00$48.00 9,600.00$ 73 TRAFFIC SIGN POST (U-CHANNEL)EACH 100.00$27.00 2,700.00$ 74 SIGN PANELS (TYPE C)SQ FT 15.00$321.40 4,821.00$ 75 SIGN PANELS (TYPE D)SQ FT 18.00$198.00 3,564.00$ 76 SALVAGE AND REINSTALL SIGN EACH 100.00$19.00 1,900.00$ 77 DECIDUOUS TREE 2" CAL B & B (HACKBERRY)EACH 375.00$15.00 5,625.00$ 78 DECIDUOUS TREE 2" CAL B & B (HONEY LOCUST)EACH 375.00$15.00 5,625.00$ 79 DECIDUOUS TREE 2" CAL B & B (LITTLE LEAF LINDEN)EACH 375.00$15.00 5,625.00$ 80 DECIDUOUS TREE 2" CAL B & B (SWAMP WHITE OAK)EACH 375.00$15.00 5,625.00$ 81 DECIDUOUS TREE 2" CAL B & B (SUGAR MAPLE)EACH 375.00$16.00 6,000.00$ TOTAL QUANTITY ESTIMATED COSTITEM NO.ITEM NOTES UNIT UNIT PRICE 82 DECIDUOUS TREE 2" CAL B & B (PARKWAY NORWAY MAPLE)EACH 375.00$15.00 5,625.00$ 83 DECIDUOUS TREE 2" CAL B & B (PRINCETON AMERICAN ELM)EACH 375.00$15.00 5,625.00$ 84 DECIDUOUS TREE 2" CAL B & B (RED OAK)EACH 375.00$16.00 6,000.00$ 85 STORM DRAIN INLET PROTECTION EACH 150.00$69.00 10,350.00$ 86 SILT FENCE LIN FT 2.50$2380.00 5,950.00$ 87 STREET SWEEPER WITH OPERATOR HOUR 100.00$94.00 9,400.00$ 88 LAWN TYPE SOD SQ YD 4.00$23275.00 93,100.00$ 89 HYDROMULCH & SEED MIX 270 SQ YD 1.00$2930.00 2,930.00$ 90 HYDROMULCH & SEED MIX 270 (SPOT REPLACEMENT)SQ YD 5.00$400.00 2,000.00$ 91 CATEGORY 3 EROSION CONTROL BLANKET & SEED MIX 270 SQ YD 2.00$640.00 1,280.00$ 92 6" PERF PVC UNDERDRAIN LIN FT 10.00$9950.00 99,500.00$ 93 6" PVC UNDERDRAIN CLEANOUT EACH 200.00$43.00 8,600.00$ 94 PORTABLE PRECAST CONCRETE BARRIER DESIGN 8837 LIN FT 16.00$1100.00 17,600.00$ 95 REMOVE SANITARY SEWER PIPE LIN FT 3.00$6121.00 18,363.00$ 96 REMOVE SANITARY MANHOLE EACH 400.00$24.00 9,600.00$ 97 REMOVE ABANDONED SANITARY SEWER LIN FT 8.00$771.00 6,168.00$ 98 SANITARY SEWER CASTING (SPECIAL)EACH 750.00$55.00 41,250.00$ 99 8" PVC SDR 35 SANITARY SEWER PIPE LIN FT 40.00$6635.00 265,400.00$ 100 10" PVC SDR 35 SANITARY SEWER PIPE LIN FT 45.00$682.00 30,690.00$ 101 CIPP LINE 8" SANITARY SEWER PIPE LIN FT 45.00$4088.00 183,960.00$ 102 CIPP LINE 10" SANITARY SEWER PIPE LIN FT 50.00$337.00 16,850.00$ 103 CIPP LINE 12" SANITARY SEWER PIPE LIN FT 60.00$326.00 19,560.00$ 104 CIPP LINE 15" SANITARY SEWER PIPE LIN FT 75.00$440.00 33,000.00$ 105 CIPP LINE 18" SANITARY SEWER PIPE LIN FT 85.00$659.00 56,015.00$ 106 6" PVC SDR 26 SANITARY SEWER SERVICE PIPE LIN FT 24.00$4955.00 118,920.00$ 107 8" x 6" SDR 26 PVC SERVICE WYE EACH 250.00$152.00 38,000.00$ 108 12" x 6" SDR 26 PVC SERVICE WYE EACH 500.00$4.00 2,000.00$ 109 6" PVC SANITARY SEWER CLEANOUT EACH 375.00$6.00 2,250.00$ 110 SANITARY MANHOLE EACH 2,500.00$21.00 52,500.00$ 111 LOWER SANITARY MANHOLE EACH 1,000.00$6.00 6,000.00$ 112 CONSTRUCT INSIDE DROP EACH 1,500.00$1.00 1,500.00$ 113 CONSTRUCT OUTSIDE DROP LIN FT 100.00$14.00 1,400.00$ 114 RECONNECT SANITARY SEWER SERVICE EACH 225.00$162.00 36,450.00$ 115 CONNECT TO EXISTING SANITARY SEWER MANHOLE EACH 2,500.00$3.00 7,500.00$ 116 CONNECT TO EXISTING SANITARY SEWER PIPE EACH 1,500.00$6.00 9,000.00$ 117 SEAL SANITARY MANHOLE EACH 4,000.00$37.00 148,000.00$ 118 SANITARY SEWER SPOT REPAIR (0' - 10' DEPTH)EACH 2,500.00$1.00 2,500.00$ 119 SANITARY SEWER SPOT REPAIR (10.1' - 15' DEPTH)EACH 4,000.00$1.00 4,000.00$ 120 SANITARY SEWER SPOT REPAIR (15.1' - 20' DEPTH)EACH 5,000.00$4.00 20,000.00$ 121 ADJUST VALVE BOX EACH 200.00$4.00 800.00$ 122 REMOVE WATERMAIN LIN FT 4.50$9311.00 41,899.50$ 123 ABANDON WATERMAIN LIN FT 8.00$1440.00 11,520.00$ 124 REMOVE ABANDONED WATERMAIN LIN FT 10.00$658.00 6,580.00$ 125 REMOVE HYDRANT EACH 300.00$19.00 5,700.00$ 126 CONNECT TO EXISTING WATER MAIN EACH 1,500.00$22.00 33,000.00$ 127 HYDRANT EACH 4,200.00$23.00 96,600.00$ 128 6" GATE VALVE & BOX EACH 1,400.00$24.00 33,600.00$ 129 8" GATE VALVE & BOX EACH 1,900.00$60.00 114,000.00$ 130 12" BUTTERFLY VALVE & BOX EACH 2,800.00$5.00 14,000.00$ 131 6" WATER MAIN DUCTILE IRON CL 52 LIN FT 41.00$373.00 15,293.00$ 132 8" WATER MAIN DUCTILE IRON CL 52 LIN FT 43.00$9491.00 408,113.00$ 133 8" RESTRAINED JOINT DUCTILE IRON PIPE WATER MAIN LIN FT 85.00$1831.00 155,635.00$ 134 12" RESTRAINED JOINT DUCTILE IRON PIPE WATER MAIN LIN FT 115.00$616.00 70,840.00$ 135 PIPE BURSTING 8" WATERMAIN LIN FT 150.00$213.00 31,950.00$ 136 1" TYPE K COPPER SERVICE PIPE LIN FT 26.00$6646.00 172,796.00$ 137 FORD TYPE A-1 CURB BOX COVERS EACH 150.00$10.00 1,500.00$ 138 1" CURB STOP & BOX EACH 300.00$213.00 63,900.00$ 139 1" CORPORATION STOP EACH 300.00$213.00 63,900.00$ 140 CONNECT TO EXISTING WATER SERVICE EACH 200.00$213.00 42,600.00$ 141 TEMPORARY WATER SERVICE EACH 225.00$211.00 47,475.00$ 142 TEMPORARY WATER SERVICE SPECIAL (9TH AVE S)EACH 5,000.00$1.00 5,000.00$ 143 POLYSTYRENE INSULATION (1 1/2 INCH THICKNESS)SQ FT 3.00$2192.00 6,576.00$ 144 DUCTILE IRON FITTINGS POUND 6.00$4999.00 29,994.00$ 145 LOWER HYDRANT EACH 1,250.00$1.00 1,250.00$ 146 HYDRANT EXTENSION EACH 750.00$1.00 750.00$ 147 SAFL BAFFLE SQ FT 325.00$32.00 10,400.00$ 148 INSERT-A-TEE EACH 1,000.00$2.00 2,000.00$ 149 PLUG STORM INLET STRUCTURE EACH 1,000.00$4.00 4,000.00$ 150 REMOVE STORM SEWER PIPE LIN FT 8.00$3625.00 29,000.00$ 151 REMOVE DRAINAGE STRUCTURE EACH 300.00$63.00 18,900.00$ 152 INSTALL CASTING (CATCH BASIN)EACH 525.00$63.00 33,075.00$ 153 INSTALL CASTING (STORM MANHOLE) (SPECIAL)EACH 550.00$44.00 24,200.00$ 154 ADJUST FRAME, RING, & CASTING (STORM)EACH 375.00$10.00 3,750.00$ 155 12" RC PIPE SEWER CL V DESIGN 3006 (STORM)LIN FT 38.00$51.00 1,938.00$ 156 15" RC PIPE SEWER CL V DESIGN 3006 (STORM)LIN FT 38.00$2007.00 76,266.00$ 157 18" RC PIPE SEWER CL III DESIGN 3006 (STORM)LIN FT 40.00$901.00 36,040.00$ 158 21" RC PIPE SEWER CL III DESIGN 3006 (STORM)LIN FT 46.00$173.00 7,958.00$ 159 24" RC PIPE SEWER CL III DESIGN 3006 (STORM)LIN FT 65.00$745.00 48,425.00$ 160 36" RC PIPE SEWER CL III DESIGN 3006 (STORM)LIN FT 70.00$17.00 1,190.00$ 161 42" RC PIPE SEWER CL III DESIGN 3006 (STORM)LIN FT 75.00$204.00 15,300.00$ 162 CONSTRUCT STORM MH DES 48"-4020"EACH 3,000.00$22.00 66,000.00$ 163 CONSTRUCT STORM MH DES 48"-4020" (W/ 4' SUMP)EACH 3,500.00$4.00 14,000.00$ 164 CONSTRUCT STORM MH DES 60"-4020"EACH 3,500.00$6.00 21,000.00$ 165 CONSTRUCT STORM MH DES 84"-4020"EACH 5,000.00$4.00 20,000.00$ 166 CONSTRUCT STORM MH DES 96"-4020"EACH 6,000.00$1.00 6,000.00$ 167 STORM CATCH BASIN - 36" X 24"EACH 1,500.00$53.00 79,500.00$ 168 18" FES EACH 900.00$2.00 1,800.00$ 169 RIP RAP CL. II CU YD 60.00$12.00 720.00$ 170 CONNECT TO EXISTING STORM STRUCTURE (SPECIAL)EACH 3,000.00$2.00 6,000.00$ 171 CONNECT TO EXISTING STORM PIPE EACH 750.00$21.00 15,750.00$ 172 CONNECT TO EXISTING DRAINAGE STRUCTURE EACH 1,000.00$7.00 7,000.00$ $ 7,189,820.00TOTAL CONSTRUCTION COST 1 0 T H A V E N U E S 9 T H A V E N U E S 8 T H A V E N U E S 7 T H A V E N U E S 6 T H A V E N U E S 5 T H A V E N U E S 8TH STREET S 7TH STREET S 6TH STREET S 5TH STREET S A L L E Y 1 1 T H A V E N U E S W P A R K V A L L E Y D R E P A R K V A L L E Y D R 2 N D A V E N U E S 5TH STREET S PROJECT LOCATION MAP 2017 STREET & UTILITY IMPROVEMENTS CITY OF HOPKINS, MINNESOTA FIGURE 1AUGUST, 2016©Bolton & Menk, Inc. 2016, All Rights Reserved H:\HOPK\T19112021\CAD\C3D\FEAS\1 LOCATION.dwg 8/10/2016 9:25 AM FEETSCALE HORZ. 300 6000 PROPOSED STREET/ALLEY RECONSTRUCTION MILL/OVERLAY CITY OF HOPKINS HENNEPIN COUNTY, MINNESOTA RESOLUTION NO. 2016-083 RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND AUTHORIZING ADVERTISEMENT FOR BIDS 2017 STREET AND UTILITY IMPROVEMENTS CITY PROJECT 2016-10 WHEREAS, pursuant to a resolution of the City Council adopted the 20th day of September 2016, plans and specifications were developed for improvements along 5th, 6th, 7th, 8th, 9th, and 10th Avenues South; 6th and 7th Streets South; East Park Valley Drive and West Park Valley Drive; the alley south of 6th Street South west of 10th Avenue South; and the alley connecting 6th Avenue South to 8th Street South, including pavement, curbing, sidewalk, signage, drainage, water and sanitary sewer improvements and all necessary appurtenances, and WHEREAS, plans and specifications for City Project No. 2016-10 have been prepared by Bolton & Menk, Inc., and have been presented to Council for approval, and NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Hopkins, Minnesota: 1. Such plans and specification, a copy of which are attached hereto and made a part hereof; are hereby approved and ordered placed on file in the office of the City Clerk. 2. The City Clerk shall prepare and cause to be inserted in the official paper and in the Construction Bulletin an advertisement for bids upon the making of such improvement under such approved plans and specifications. The advertisement shall be published three times, at least three weeks before date set for bid opening, shall specify the work to be done, shall state that bids will be received by the clerk until 11:00 a.m., on the 20th day of January, 2017, at the City Hall and that no bids shall be considered unless sealed and filed with the clerk and accompanied by a certified check or bid bond, payable to the City of Hopkins, Minnesota for 5% of the amount of such bid. 3. The clerk and city engineer are hereby authorized and instructed to receive, open, and read aloud bids received at the time and place herein noted, and to tabulate the bids received. The Council will consider the bids and award of contract at the March 7, 2017 meeting in the Council Chambers. Adopted by the City Council of the City of Hopkins, Minnesota, this 20th day of December, 2016. By_______________________________ Molly Cummings, Mayor ATTEST: _________________________________ Amy Domeier, City Clerk