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VII.1. Approve Final Plans and Order Bids – 2018 Street and Utility Improvements, City Project 2017-10; Stanley
March 6, 2018 Council Report 2018-035 APPROVE FINAL PLANS AND ORDER BIDS 2018 STREET AND UTILITY IMPROVEMENTS CITY PROJECT 2017-10 Proposed Action Staff recommends the following motion: adopt Resolution 2018-024, Resolution Approving Plans and Specifications and Authorizing Advertisement for Bids, 2018 Street and Utility Improvements, City Project 2017-10. This action continues an assessable project for street and utility improvements. Overview At its December 5th, 2017 meeting, the Hopkins City Council conducted a public hearing concerning the street and utility improvements proposed for the 2018 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 2018-024 _________________________________ Eric Klingbeil, P.E., Assistant City Engineer Financial Impact: $5,827,500 Budgeted: Y/N _Y_ Source: _PIR, SA, Water, Sanitary, Storm Related Documents (CIP, ERP, etc.): CIP _ Notes: _________________________________________ Council Report 2018-035 Page 2 ANALYSIS OF ISSUES Scope of Improvements This project includes reconstruction of the following streets: • Division Street • Cambridge Street • Oxford Street • Lake Street Northeast • Murphy Avenue • Texas Avenue South • Alley south of Lake Street 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. Bicycle facilities include installation of “sharrows” on the Hopkins portion of Texas Avenue and “sharrows” on Lake Street Northeast. St. Louis Park has designated Texas Avenue South as a bicycle corridor, and will be installing bicycle lanes on their portion of Texas Avenue South. The bicycle improvements will provide continuity between existing bicycle lanes on Texas Avenue South and the proposed bicycle improvements on Blake Road. Additional sidewalks were considered for the neighborhood; however the vast majority of resident respondents indicated they did not want new sidewalks added. 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: • Storm manhole rehabilitation/replacement in the intersection of 17th Avenue South and 1st Street South • Sanitary Sewer Lining in areas across the City identified by the Public Works Department. • Citywide spot alley and sidewalk repairs • Mill and Overlay of 11th Avenue South from 5th Street t south of 7th Street The municipal boundary between Hopkins and St. Louis Park runs down the middle of Division Street and Texas Avenue south of Division Street. Both of these streets will be reconstructed in their entirety, and to govern the work a Joint Powers Agreement was executed in 2017. Hopkins will be the project lead for all work and coordinate with St. Louis Park. Council Report 2018-035 Page 3 Metropolitan Council Environmental Services (MCES) is currently reconstructing the L27 lift station, which is currently located at 420 Blake Road. The new lift station will be located at 402 Hiawatha Avenue, approximately 600 feet west of Blake Road. As part of the project, a new force main needs to be extended from the lift station into St. Louis Park. Staff has been coordinating with MCES on the placement of the new force main along Lake Street, and plan to incorporate the work into the 2018 improvements scope. A cooperative agreement between Hopkins and MCES was established prior to construction of the lift station, and will be updated to account for the additional work. 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 30 people attended the meetings. A questionnaire was sent to all properties in the project area in advance of the neighborhood meeting. 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. Assessments The proposed street assessments are based on the City’s assessment policy, whereby 70% of the street reconstruction cost and 50% of the water and sewer service replacement are assessed to benefiting properties. The policy also allows for assessments to be capped should assessments exceed previous year assessments by 20%; the costs for this project will trigger the assessment cap. A preliminary assessment roll has been calculated and can be found in the appendix of the attached Feasibility Report. The assessment cap for residential properties is $88.89 per front foot based on adding 3% to the 2017 cap. Without the cap assessments could be double the capped rate. Council Report 2018-035 Page 4 Project Budget and Costs The estimate for this project, which includes contingency, legal, administrative, and engineering costs for all the work totals to $5,827,500. Project costs and funding sources are as follows: Funding Source CIP Budget Hopkins Costs Costs by Others PI-PIR/General Obligation Bonds $1,000,000 $1,000,000 Assessments 900,000 965,020 Storm Sewer Fund 350,000 350,000 Sanitary Sewer Fund 500,000 925,280 Water Fund 700,000 1,089,100 Metropolitan Council 797,400 City of St. Louis Park 700,700 Total 3,450,000 $4,329,400 $1,498,100 It should be noted that the current estimate exceeds the CIP budgeted amount for some items. Costs for utilities have been increased due to further in-depth analysis of other factors that can affect construction costs, such as poor soil conditions, depth, and capacity upgrades. Public Works staff has been working with the Finance Director to assure the project as proposed can be funded. Project Schedule Approve final plans/order bids March 6, 2018 Receive and Open Bids April 10, 2018 Order Assessment Hearing April 17, 2018 Conduct Public Assessment Hearing/ May 15, 2018 Adopt Assessment Roll/Award Contract Public Information/Neighborhood Meeting #4 May, 2018 Begin Construction June, 2018 Complete Construction November, 2018 Staff Recommendation Staff recommends approving final plans and ordering bids with adoption of resolution 2018-024. PROJECT LOCATION MAP 2018 STREET & UTILITY IMPROVEMENTS CITY OF HOPKINS, MINNESOTA SHEET 1.0NOVEMBER, 2017© Bolton & Menk, Inc. 2017, All Rights Reserved H:\HOPK\T19114259\CAD\C3D\LOCATION.dwg 10/31/2017 1:28 PM FEETSCALE HORZ. 200 4000 PROPOSED STREET/ALLEY RECONSTRUCTION OXFORD STREET LAKE S T R E E T N E MURPHY STREETCAMBRIDGE STREET DIVISION STREET TEXAS AVENUEALLEY 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: Burnsville@bolton-menk.com www.bolton-menk.comR ENGINEER'S ESTIMATE 2018 STREET & UTILITY IMPROVEMENTS CITY OF HOPKINS, MN CITY PROJECT NO. 2017-10 BMI PROJECT NO. T19.114259 1 MOBILIZATION LUMP SUM 200,000.00$ 0.11 0.13 0.76 1.00 22,000.00$ 26,000.00$ 152,000.00$ 200,000.00$ 2 TRAFFIC CONTROL LUMP SUM 25,000.00$ 0.11 0.13 0.76 1.00 2,750.00$ 3,250.00$ 19,000.00$ 25,000.00$ 3 LANDSCAPE ALLOWANCE LUMP SUM 20,000.00$ 0.00 0.00 1.00 1.00 -$ -$ 20,000.00$ 20,000.00$ 4 TREE TRIMMING LUMP SUM 2,500.00$ 0.11 0.00 0.89 1.00 275.00$ -$ 2,225.00$ 2,500.00$ 5 GRUBBING (TREE)EACH 150.00$ 4 0 31 35 600.00$ -$ 4,650.00$ 5,250.00$ 6 CLEARING (TREE)EACH 150.00$ 4 0 31 35 600.00$ -$ 4,650.00$ 5,250.00$ 7 EXPLORATORY EXCAVATION HOUR 500.00$ 4 0 82 86 2,000.00$ -$ 41,000.00$ 43,000.00$ 8 REMOVE BITUMINOUS PAVEMENT (TRAILS AND DRIVEWAYS)SQ YD 5.50$ 100 0 1292 1392 550.00$ -$ 7,106.00$ 7,656.00$ 9 REMOVE BITUMINOUS PAVEMENT (ALLEY)SQ YD 4.00$ 0 0 3826 3826 -$ -$ 15,304.00$ 15,304.00$ 10 REMOVE CONCRETE PAVEMENT (WALKS, DRIVEWAYS, STREETS, AND ALLEYS)SQ YD 7.00$ 256 0 2559 2815 1,792.00$ -$ 17,913.00$ 19,705.00$ 11 REMOVE CONCRETE PAVEMENT (SPOT REPLACEMENT)SQ YD 10.00$ 0 0 320 320 -$ -$ 3,200.00$ 3,200.00$ 12 REMOVE CURB & GUTTER LIN FT 3.00$ 2275 0 5365 7640 6,825.00$ -$ 16,095.00$ 22,920.00$ 13 REMOVE CURB & GUTTER (SPOT REPLACEMENT)LIN FT 8.00$ 0 0 404 404 -$ -$ 3,232.00$ 3,232.00$ 14 REMOVE CONCRETE STEP EACH 175.00$ 0 0 34 34 -$ -$ 5,950.00$ 5,950.00$ 15 REMOVE RETAINING WALL (ALL TYPES)LF 30.00$ 5 0 120 125 150.00$ -$ 3,600.00$ 3,750.00$ 16 REMOVE SIGN EACH 40.00$ 11 0 35 46 440.00$ -$ 1,400.00$ 1,840.00$ 17 REMOVE GUARD RAIL LIN FT 20.00$ 92 0 0 92 1,840.00$ -$ -$ 1,840.00$ 18 SAWING CONCRETE PAVEMENT (FULL-DEPTH)LIN FT 4.50$ 98 0 1998 2096 441.00$ -$ 8,991.00$ 9,432.00$ 19 SAWING BITUMINOUS PAVEMENT (FULL-DEPTH)LIN FT 3.00$ 308 0 1524 1832 924.00$ -$ 4,572.00$ 5,496.00$ 20 SALVAGE & REINSTALL HANDRAIL EACH 500.00$ 0 0 2 2 -$ -$ 1,000.00$ 1,000.00$ 21 SALVAGE & REINSTALL FENCE (VINYL OR WOOD)LIN FT 30.00$ 80 0 126 206 2,400.00$ -$ 3,780.00$ 6,180.00$ 22 SALVAGE & REINSTALL MODULAR BLOCK/STONE RETAINING WALL SQ FT 35.00$ 0 0 331 331 -$ -$ 11,585.00$ 11,585.00$ 23 SALVAGE & REINSTALL WOOD TIMBER RETAINING WALL SQ FT 30.00$ 0 0 236 236 -$ -$ 7,080.00$ 7,080.00$ 24 SALVAGE & REINSTALL PAVERS SQ FT 15.00$ 0 0 183 183 -$ -$ 2,745.00$ 2,745.00$ 25 MODULAR BLOCK RETAINING WALL SQ FT 45.00$ 0 0 402 402 -$ -$ 18,090.00$ 18,090.00$ 26 COMMON EXCAVATION (EV)(P)CU YD 16.00$ 3777 0 12590 16367 60,430.27$ -$ 201,441.73$ 261,872.00$ 27 SUBGRADE EXCAVATION (EV)CU YD 16.00$ 302 0 2136 2438 4,832.00$ -$ 34,176.00$ 39,008.00$ 28 STABILIZING AGGREGATE CU YD 50.00$ 84 0 643 727 4,200.00$ -$ 32,150.00$ 36,350.00$ 29 SELECT GRANULAR BORROW TON 12.00$ 3659 720 8144 12523 43,908.00$ 8,640.00$ 97,728.00$ 150,276.00$ 30 GEOTEXTILE FABRIC SQ YD 1.50$ 5373 0 12046 17419 8,059.50$ -$ 18,069.00$ 26,128.50$ 31 TOPSOIL BORROW (SPECIAL)(LV)CU YD 35.00$ 215 0 1196 1412 7,542.15$ -$ 41,865.83$ 49,407.98$ 32 CLASS 5 AGGREGATE BASE TON 13.00$ 2314 840 7981 11135 30,082.00$ 10,920.00$ 103,753.00$ 144,755.00$ 33 CLASS 2 AGGREGATE SURFACING (GRAVEL DRIVEWAY)TON 36.00$ 2 0 22 24 72.00$ -$ 792.00$ 864.00$ 34 SELECT GRANULAR TRENCH BACKFILL TON 12.00$ 80 0 1645 1725 960.00$ -$ 19,740.00$ 20,700.00$ 35 RECLAIM BITUMINOUS SURFACE SQ YD 2.00$ 4593 0 18188 22781 9,186.00$ -$ 36,376.00$ 45,562.00$ 36 MILL BITUMINOUS SURFACE (2 INCH DEPTH)SQ YD 3.00$ 0 0 6974 6974 -$ -$ 20,922.00$ 20,922.00$ 37 BITUMINOUS WEARING COURSE (SPWEA240C)TON 62.00$ 441 146 2516 3103 27,342.00$ 9,052.00$ 155,992.00$ 192,386.00$ 38 BITUMINOUS NON-WEARING COURSE (SPNWB230C)TON 56.00$ 441 146 1701 2288 24,696.00$ 8,176.00$ 95,256.00$ 128,128.00$ 39 BITUMINOUS MATERIAL FOR TACK COAT GAL 3.00$ 201 90 749 1040 603.00$ 270.00$ 2,247.00$ 3,120.00$ 40 3" BITUMINOUS PAVEMENT (TRAIL/DRIVEWAY) (SPWEA240B)SQ YD 30.00$ 74 0 1383 1457 2,220.00$ -$ 41,490.00$ 43,710.00$ 41 2" BITUMINOUS ROADWAY PATCH (SPWEA240C)SQ YD 20.00$ 0 0 79 79 -$ -$ 1,580.00$ 1,580.00$ 42 JOINT ADHESIVE LIN FT 0.75$ 2456 0 9585 12041 1,842.00$ -$ 7,188.75$ 9,030.75$ 43 4" CONCRETE WALK SQ FT 5.00$ 5965 0 16455 22420 29,825.00$ -$ 82,275.00$ 112,100.00$ 44 4" CONCRETE WALK (SPOT REPLACEMENT)SQ FT 6.50$ 0 0 2800 2800 -$ -$ 18,200.00$ 18,200.00$ 45 TRUNCATED DOMES SQ FT 50.00$ 140 0 80 220 7,000.00$ -$ 4,000.00$ 11,000.00$ 46 CONCRETE STEP LIN FT 50.00$ 0 0 136 136 -$ -$ 6,800.00$ 6,800.00$ 47 CONCRETE CURB & GUTTER DESIGN B618 LIN FT 16.00$ 1176 180 8945 10301 18,816.00$ 2,880.00$ 143,120.00$ 164,816.00$ 48 CONCRETE CURB & GUTTER DESIGN B618 (SPOT REPLACEMENT)LIN FT 25.00$ 0 20 404 424 -$ 500.00$ 10,100.00$ 10,600.00$ 49 CONCRETE CURB & GUTTER DESIGN B660 LIN FT 45.00$ 250 0 0 250 11,250.00$ -$ -$ 11,250.00$ 50 CONCRETE CURB & GUTTER DESIGN B666 LIN FT 50.00$ 980 0 0 980 49,000.00$ -$ -$ 49,000.00$ 51 CONCRETE CURB & GUTTER DESIGN S512 LIN FT 15.00$ 0 0 640 640 -$ -$ 9,600.00$ 9,600.00$ 52 6" CONCRETE WALK PEDESTRIAN RAMPS SQ YD 85.00$ 110 0 45 155 9,350.00$ -$ 3,825.00$ 13,175.00$ 53 6" CONCRETE WALK PEDESTRIAN RAMPS (SPOT REPLACEMENT)SQ YD 90.00$ 0 0 50 50 -$ -$ 4,500.00$ 4,500.00$ 54 6" CONCRETE DRIVEWAY PAVEMENT (RESIDENTIAL)SQ YD 60.00$ 270 0 984 1254 16,200.00$ -$ 59,040.00$ 75,240.00$ 55 7" CONCRETE VALLEY GUTTER SQ YD 75.00$ 80 0 0 80 6,000.00$ -$ -$ 6,000.00$ 56 6" CONCRETE ALLEY SQ YD 60.00$ 0 0 632 632 -$ -$ 37,920.00$ 37,920.00$ 57 6" CONCRETE ALLEY (SPOT REPLACEMENT/HIGH EARLY)SQ YD 65.00$ 0 0 80 80 -$ -$ 5,200.00$ 5,200.00$ 58 DRILL & GROUT REINF BAR - NO. 4 (EPOXY COATED)EACH 15.00$ 0 0 112 112 -$ -$ 1,680.00$ 1,680.00$ 59 8" CONCRETE DRIVEWAY PAVEMENT (COMMERCIAL/ALLEY)SQ YD 75.00$ 40 0 137 177 3,000.00$ -$ 10,275.00$ 13,275.00$ 60 8" CONCRETE ROADWAY PATCH (HIGH EARLY)SQ YD 100.00$ 0 0 86 86 -$ -$ 8,600.00$ 8,600.00$ 61 SAW & SEAL CONCRETE JOINTS (SPOT REPLACEMENT)LIN FT 25.00$ 0 0 50 50 -$ -$ 1,250.00$ 1,250.00$ 62 CROSSWALK - WHITE EPOXY SQ FT 2.50$ 360 0 1960 2320 900.00$ -$ 4,900.00$ 5,800.00$ 63 4" SOLID WHITE - EPOXY LIN FT 1.00$ 0 0 243 243 -$ -$ 243.00$ 243.00$ 64 4" DOUBLE SOLID YELLOW - EPOXY LIN FT 1.50$ 430 0 2763 3193 645.00$ -$ 4,144.50$ 4,789.50$ 65 4" DASHED YELLOW - EPOXY LIN FT 1.50$ 0 0 2914 2914 -$ -$ 4,371.00$ 4,371.00$ 66 12" SOLID WHITE - EPOXY LIN FT 4.00$ 0 0 88 88 -$ -$ 352.00$ 352.00$ 67 PAVEMENT MESSAGE (ARROW) - EPOXY EACH 300.00$ 0 0 2 2 -$ -$ 600.00$ 600.00$ 68 PAVEMENT MESSAGE (SHARROW) - EPOXY EACH 115.00$ 10 0 14 24 1,150.00$ -$ 1,610.00$ 2,760.00$ 69 PAVEMENT MESSAGE (BIKE LANE) - EPOXY EACH 115.00$ 8 0 0 8 920.00$ -$ -$ 920.00$ 70 TRAFFIC SIGN POST (WITH FOUNDATION)EACH 175.00$ 6 0 18 24 1,050.00$ -$ 3,150.00$ 4,200.00$ 71 TRAFFIC SIGN POST (U-CHANNEL)EACH 100.00$ 16 0 21 37 1,600.00$ -$ 2,100.00$ 3,700.00$ 72 SIGN PANELS (TYPE C)SQ FT 20.00$ 117 0 169 286 2,330.00$ -$ 3,380.00$ 5,710.00$ 73 SIGN PANELS (TYPE D)SQ FT 20.00$ 0 0 54 54 -$ -$ 1,080.00$ 1,080.00$ 74 SALVAGE AND REINSTALL SIGN EACH 120.00$ 12 0 14 26 1,440.00$ -$ 1,680.00$ 3,120.00$ 75 DECIDUOUS TREE 2" CAL B & B (HACKBERRY)EACH 375.00$ 0 0 4 4 -$ -$ 1,500.00$ 1,500.00$ MET COUNCIL COST HOPKINS COST TOTAL ESTIMATED COST SCHEDULE A - HOPKINS & ST. LOUIS PARK STREETS & UTILITIES ST. LOUIS PARK TOTAL MET COUNCIL HOPKINS TOTAL TOTAL QUANTITY ST. LOUIS PARK COSTITEM NO.ITEM NOTES UNIT UNIT PRICE ENGINEER'S ESTIMATE 2018 STREET & UTILITY IMPROVEMENTS CITY OF HOPKINS, MN CITY PROJECT NO. 2017-10 BMI PROJECT NO. T19.114259 MET COUNCIL COST HOPKINS COST TOTAL ESTIMATED COST SCHEDULE A - HOPKINS & ST. LOUIS PARK STREETS & UTILITIES ST. LOUIS PARK TOTAL MET COUNCIL HOPKINS TOTAL TOTAL QUANTITY ST. LOUIS PARK COSTITEM NO.ITEM NOTES UNIT UNIT PRICE 76 DECIDUOUS TREE 2" CAL B & B (HONEY LOCUST)EACH 375.00$ 0 0 4 4 -$ -$ 1,500.00$ 1,500.00$ 77 DECIDUOUS TREE 2" CAL B & B (LITTLE LEAF LINDEN)EACH 375.00$ 0 0 4 4 -$ -$ 1,500.00$ 1,500.00$ 78 DECIDUOUS TREE 2" CAL B & B (SWAMP WHITE OAK)EACH 375.00$ 0 0 4 4 -$ -$ 1,500.00$ 1,500.00$ 79 DECIDUOUS TREE 2" CAL B & B (SUGAR MAPLE)EACH 375.00$ 0 0 5 5 -$ -$ 1,875.00$ 1,875.00$ 80 DECIDUOUS TREE 2" CAL B & B (PARKWAY NORWAY MAPLE)EACH 375.00$ 0 0 5 5 -$ -$ 1,875.00$ 1,875.00$ 81 DECIDUOUS TREE 2" CAL B & B (PRINCETON AMERICAN ELM)EACH 375.00$ 0 0 4 4 -$ -$ 1,500.00$ 1,500.00$ 82 DECIDUOUS TREE 2" CAL B & B (RED OAK)EACH 375.00$ 0 0 5 5 -$ -$ 1,875.00$ 1,875.00$ 83 TREE WATERING BAG EACH 200.00$ 0 0 35 35 -$ -$ 7,000.00$ 7,000.00$ 84 LIMESTONE BLOCK EACH 1,000.00$ 5 0 0 5 5,000.00$ -$ -$ 5,000.00$ 85 STORM DRAIN INLET PROTECTION EACH 200.00$ 20 2 53 75 4,000.00$ 400.00$ 10,600.00$ 15,000.00$ 86 SILT FENCE LIN FT 2.50$ 83 300 182 565 207.50$ 750.00$ 455.00$ 1,412.50$ 87 FLOATING SILT CURTAIN LIN FT 25.00$ 0 0 45 45 -$ -$ 1,125.00$ 1,125.00$ 88 STREET SWEEPER WITH OPERATOR HOUR 125.00$ 20 0 110 130 2,500.00$ -$ 13,750.00$ 16,250.00$ 89 LAWN TYPE SOD SQ YD 4.00$ 1959 128 6829 8916 7,836.00$ 512.00$ 27,316.00$ 35,664.00$ 90 HYDROMULCH & SEED MIX 270 SQ YD 2.00$ 185 0 118 303 370.00$ -$ 236.00$ 606.00$ 91 HYDROMULCH & SEED MIX 270 (SPOT REPLACEMENT)SQ YD 3.00$ 0 0 250 250 -$ -$ 750.00$ 750.00$ 92 CATEGORY 3 EROSION CONTROL BLANKET & SEED MIX 270 SQ YD 2.00$ 0 0 100 100 -$ -$ 200.00$ 200.00$ 93 6" PERF PVC UNDERDRAIN LIN FT 10.00$ 787 0 3061 3848 7,870.00$ -$ 30,610.00$ 38,480.00$ 94 6" PVC UNDERDRAIN CLEANOUT EACH 250.00$ 7 0 12 19 1,750.00$ -$ 3,000.00$ 4,750.00$ 95 2 - 2" NON-METALLIC CONDUITS LIN FT 10.00$ 1155 0 0 1155 11,550.00$ -$ -$ 11,550.00$ 96 HANDHOLE EACH 1,000.00$ 2 0 0 2 2,000.00$ -$ -$ 2,000.00$ 97 CONNECT TO EXISTING HANDHOLE EACH 750.00$ 2 0 0 2 1,500.00$ -$ -$ 1,500.00$ 98 REMOVE SANITARY SEWER PIPE LIN FT 6.00$ 0 0 5300 5300 -$ -$ 31,800.00$ 31,800.00$ 99 ABANDON SANITARY SEWER PIPE LIN FT 6.00$ 230 0 0 230 1,380.00$ -$ -$ 1,380.00$ 100 REMOVE SANITARY MANHOLE EACH 400.00$ 0 0 22 22 -$ -$ 8,800.00$ 8,800.00$ 101 SANITARY SEWER CASTING (R1733)EACH 800.00$ 6 0 0 6 4,800.00$ -$ -$ 4,800.00$ 102 SANITARY SEWER CASTING (SPECIAL)EACH 1,000.00$ 0 0 26 26 -$ -$ 26,000.00$ 26,000.00$ 103 8" PVC SDR 35 SANITARY SEWER PIPE (0 - 10' DEPTH)LIN FT 46.00$ 0 0 2108 2108 -$ -$ 96,968.00$ 96,968.00$ 104 8" PVC SDR 35 SANITARY SEWER PIPE (> 10' DEPTH)LIN FT 65.00$ 0 0 1900 1900 -$ -$ 123,500.00$ 123,500.00$ 105 12" PVC SDR 35 SANITARY SEWER PIPE (0 - 10' DEPTH)LIN FT 70.00$ 0 0 1124 1124 -$ -$ 78,680.00$ 78,680.00$ 106 12" PVC SDR 35 SANITARY SEWER PIPE (> 10' DEPTH)LIN FT 105.00$ 0 0 189 189 -$ -$ 19,845.00$ 19,845.00$ 107 CIPP LINE 8" SANITARY SEWER PIPE LIN FT 22.00$ 0 0 3269 3269 -$ -$ 71,918.00$ 71,918.00$ 108 TRIM PROTRUDING TAP EACH 275.00$ 0 0 5 5 -$ -$ 1,375.00$ 1,375.00$ 109 6" PVC SDR 26 SANITARY SEWER SERVICE PIPE LIN FT 35.00$ 58 0 3287 3345 2,030.00$ -$ 115,045.00$ 117,075.00$ 110 8" x 6" SDR 26 PVC SERVICE WYE EACH 400.00$ 1 0 69 70 400.00$ -$ 27,600.00$ 28,000.00$ 111 12" x 6" SDR 26 PVC SERVICE WYE EACH 500.00$ 0 0 35 35 -$ -$ 17,500.00$ 17,500.00$ 112 6" PVC SANITARY SEWER CLEANOUT EACH 450.00$ 0 0 10 10 -$ -$ 4,500.00$ 4,500.00$ 113 SANITARY MANHOLE LIN FT 267.00$ 0 0 237 237 -$ -$ 63,279.00$ 63,279.00$ 114 CONSTRUCT 4" INSIDE DROP EACH 4,000.00$ 0 1 0 1 -$ 4,000.00$ -$ 4,000.00$ 115 RECONNECT SANITARY SEWER SERVICE EACH 350.00$ 1 0 104 105 350.00$ -$ 36,400.00$ 36,750.00$ 116 CONNECT TO EXISTING SANITARY SEWER MANHOLE EACH 2,000.00$ 0 0 1 1 -$ -$ 2,000.00$ 2,000.00$ 117 CONNECT TO EXISTING SANITARY SEWER PIPE EACH 1,250.00$ 0 0 2 2 -$ -$ 2,500.00$ 2,500.00$ 118 SEAL SANITARY MANHOLE EACH 2,000.00$ 0 0 13 13 -$ -$ 26,000.00$ 26,000.00$ 119 SANITARY SEWER SPOT REPAIR (0' - 10' DEPTH)EACH 5,000.00$ 0 0 1 1 -$ -$ 5,000.00$ 5,000.00$ 120 SANITARY SEWER SPOT REPAIR (>10' DEPTH)EACH 10,000.00$ 0 0 1 1 -$ -$ 10,000.00$ 10,000.00$ 121 CONNECT TO EXISTING SANITARY SEWER SERVICE (PRIVATE)EACH 1,500.00$ 0 0 5 5 -$ -$ 7,500.00$ 7,500.00$ 122 CONNECT TO EXISTING WATER SERVICE (PRIVATE)EACH 2,500.00$ 0 0 5 5 -$ -$ 12,500.00$ 12,500.00$ 123 1" TYPE K COPPER SERVICE PIPE (PRIVATE)LIN FT 40.00$ 0 0 150 150 -$ -$ 6,000.00$ 6,000.00$ 124 6" PVC SDR 26 SANITARY SEWER SERVICE PIPE (PRIVATE)LIN FT 50.00$ 0 0 150 150 -$ -$ 7,500.00$ 7,500.00$ 125 TELEVISE SANITARY SEWER SERVICE LINE EACH 500.00$ 0 0 10 10 -$ -$ 5,000.00$ 5,000.00$ 126 ADJUST VALVE BOX EACH 300.00$ 0 0 6 6 -$ -$ 1,800.00$ 1,800.00$ 127 REMOVE WATERMAIN LIN FT 4.50$ 87 0 5530 5617 391.50$ -$ 24,885.00$ 25,276.50$ 128 ABANDON WATERMAIN LIN FT 6.00$ 0 0 385 385 -$ -$ 2,310.00$ 2,310.00$ 129 REMOVE HYDRANT EACH 400.00$ 0 0 9 9 -$ -$ 3,600.00$ 3,600.00$ 130 CONNECT TO EXISTING WATERMAIN EACH 1,500.00$ 3 0 14 17 4,500.00$ -$ 21,000.00$ 25,500.00$ 131 HYDRANT EACH 5,500.00$ 0 0 13 13 -$ -$ 71,500.00$ 71,500.00$ 132 6" GATE VALVE & BOX EACH 1,300.00$ 1 0 15 16 1,300.00$ -$ 19,500.00$ 20,800.00$ 133 8" GATE VALVE & BOX EACH 1,900.00$ 0 0 16 16 -$ -$ 30,400.00$ 30,400.00$ 134 12" BUTTERFLY VALVE & BOX EACH 2,200.00$ 0 0 21 21 -$ -$ 46,200.00$ 46,200.00$ 135 6" SPOT VALVE REPLACEMENT EACH 5,000.00$ 1 0 0 1 5,000.00$ -$ -$ 5,000.00$ 136 12" SPOT VALVE REPLACEMENT EACH 6,000.00$ 4 0 0 4 24,000.00$ -$ -$ 24,000.00$ 137 6" WATER MAIN DUCTILE IRON CL 52 LIN FT 46.00$ 55 0 179 234 2,530.00$ -$ 8,234.00$ 10,764.00$ 138 8" WATERMAIN DUCTILE IRON CL 52 LIN FT 55.00$ 0 0 2401 2401 -$ -$ 132,055.00$ 132,055.00$ 139 12" WATERMAIN DUCTILE IRON CL 52 LIN FT 70.00$ 32 0 3060 3092 2,240.00$ -$ 214,200.00$ 216,440.00$ 140 8" RJ PVC WATERMAIN (TRENCHLESS)LIN FT 100.00$ 0 0 308 308 -$ -$ 30,800.00$ 30,800.00$ 141 12" DR18 HDPE WATERMAIN (TRENCHLESS)LIN FT 175.00$ 0 0 200 200 -$ -$ 35,000.00$ 35,000.00$ 142 12" WATERMAIN INSIDE EXISTING CASING LIN FT 125.00$ 0 0 50 50 -$ -$ 6,250.00$ 6,250.00$ 143 1" TYPE K COPPER SERVICE PIPE LIN FT 30.00$ 0 0 2396 2396 -$ -$ 71,880.00$ 71,880.00$ 144 1.5" TYPE K COPPER SERVICE PIPE LIN FT 40.00$ 0 0 20 20 -$ -$ 800.00$ 800.00$ 145 1" PE SERVICE PIPE (TRENCHLESS)LIN FT 75.00$ 0 270 0 270 -$ 20,250.00$ -$ 20,250.00$ 146 FORD TYPE A-1 CURB BOX COVERS EACH 150.00$ 0 0 12 12 -$ -$ 1,800.00$ 1,800.00$ 147 1" CURB STOP & BOX EACH 350.00$ 0 0 100 100 -$ -$ 35,000.00$ 35,000.00$ 148 1.5" CURB STOP & BOX EACH 450.00$ 0 0 1 1 -$ -$ 450.00$ 450.00$ 149 1" CORPORATION STOP EACH 450.00$ 0 0 100 100 -$ -$ 45,000.00$ 45,000.00$ 150 1.5" CORPORATION STOP EACH 500.00$ 0 0 1 1 -$ -$ 500.00$ 500.00$ ENGINEER'S ESTIMATE 2018 STREET & UTILITY IMPROVEMENTS CITY OF HOPKINS, MN CITY PROJECT NO. 2017-10 BMI PROJECT NO. T19.114259 MET COUNCIL COST HOPKINS COST TOTAL ESTIMATED COST SCHEDULE A - HOPKINS & ST. LOUIS PARK STREETS & UTILITIES ST. LOUIS PARK TOTAL MET COUNCIL HOPKINS TOTAL TOTAL QUANTITY ST. LOUIS PARK COSTITEM NO.ITEM NOTES UNIT UNIT PRICE 151 CONNECT TO EXISTING WATER SERVICE EACH 250.00$ 0 0 101 101 -$ -$ 25,250.00$ 25,250.00$ 152 TEMPORARY WATER SERVICE EACH 500.00$ 0 0 100 100 -$ -$ 50,000.00$ 50,000.00$ 153 TEMPORARY WATER SERVICE SPECIAL EACH 5,000.00$ 0 0 6 6 -$ -$ 30,000.00$ 30,000.00$ 154 POLYSTYRENE INSULATION (1 1/2 INCH THICKNESS)SQ FT 2.50$ 0 2695 300 2995 -$ 6,737.50$ 750.00$ 7,487.50$ 155 DUCTILE IRON FITTINGS POUND 8.00$ 420 0 4124 4544 3,360.00$ -$ 32,992.00$ 36,352.00$ 156 LOWER HYDRANT EACH 2,500.00$ 0 0 1 1 -$ -$ 2,500.00$ 2,500.00$ 157 HYDRANT EXTENSION EACH 1,000.00$ 0 0 1 1 -$ -$ 1,000.00$ 1,000.00$ 158 REMOVE STORM SEWER PIPE LIN FT 9.00$ 200 0 640 840 1,800.00$ -$ 5,760.00$ 7,560.00$ 159 REMOVE DRAINAGE STRUCTURE EACH 350.00$ 10 0 19 29 3,500.00$ -$ 6,650.00$ 10,150.00$ 160 INSTALL CASTING (CATCH BASIN R-3067-V)EACH 625.00$ 5 0 22 27 3,125.00$ -$ 13,750.00$ 16,875.00$ 161 INSTALL CASTING (CATCH BASIN R-3067-L)EACH 650.00$ 3 0 4 7 1,950.00$ -$ 2,600.00$ 4,550.00$ 162 INSTALL CASTING (STORM MANHOLE) (R1733)EACH 700.00$ 1 0 2 3 700.00$ -$ 1,400.00$ 2,100.00$ 163 ADJUST FRAME, RING, & CASTING (STORM)EACH 450.00$ 5 0 0 5 2,250.00$ -$ -$ 2,250.00$ 164 12" PIPE SEWER (STORM)LIN FT 45.00$ 120 0 601 721 5,400.00$ -$ 27,045.00$ 32,445.00$ 165 15" PIPE SEWER (STORM)LIN FT 50.00$ 120 0 311 431 6,000.00$ -$ 15,550.00$ 21,550.00$ 166 18" PIPE SEWER (STORM)LIN FT 60.00$ 29 0 29 58 1,740.00$ -$ 1,740.00$ 3,480.00$ 167 CONSTRUCT STORM MH DES 48"-4020"EACH 1,750.00$ 1 0 2 3 1,750.00$ -$ 3,500.00$ 5,250.00$ 168 CONSTRUCT STORM MH DES 48"-4022" (WEIR)EACH 3,000.00$ 0 0 1 1 -$ -$ 3,000.00$ 3,000.00$ 169 CONSTRUCT STORM MH DES 48"-4022"EACH 1,750.00$ 1 0 5 6 1,750.00$ -$ 8,750.00$ 10,500.00$ 170 STORM CATCH BASIN - DESIGN R-1, 2'X3'EACH 1,200.00$ 7 0 20 27 8,400.00$ -$ 24,000.00$ 32,400.00$ 171 CONNECT TO EXISTING STORM PIPE EACH 1,000.00$ 3 0 7 10 3,000.00$ -$ 7,000.00$ 10,000.00$ 172 CONNECT TO EXISTING DRAINAGE STRUCTURE EACH 1,500.00$ 2 0 7 9 3,000.00$ -$ 10,500.00$ 13,500.00$ 1 UTILITY RELOCATION ALLOWANCE LS 50,000.00$ 1 1 50,000.00$ 50,000.00$ 2 POTHOLE EXISTING UTILITIES ALLOWANCE LS 20,000.00$ 1 1 20,000.00$ 20,000.00$ 3 DIRECTED WORK TIME AND MATERIAL ALLOWANCE LS 50,000.00$ 1 1 50,000.00$ 50,000.00$ 4 JERSEY BARRIER LF 50.00$ 150 150 7,500.00$ 7,500.00$ 5 BIOROLL LF 2.00$ 200 200 400.00$ 400.00$ 6 TEMPORARY HYDROMULCH WITH SEED MIX 25-151 SY 3.00$ 500 500 1,500.00$ 1,500.00$ 7 TEMPORARY CONVEYANCE OF WASTEWATER LS 200,000.00$ 1 1 200,000.00$ 200,000.00$ 8 REMOVE 24-INCH SANITARY FORCEMAIN LF 40.00$ 1107 1107 44,280.00$ 44,280.00$ 9 CONNECT TO EXISTING FORCEMAIN EA 2,000.00$ 4 4 8,000.00$ 8,000.00$ 10 18-INCH PVC C900 DR 18 FORCEMAIN (DUAL) LF 200.00$ 1111 1111 222,100.00$ 222,100.00$ 11 AIR RELEASE STRUCTURE - AR-1 LS 60,000.00$ 1 1 60,000.00$ 60,000.00$ 12 FINAL CCTV INSPECTION OF INTERCEPTOR LF 2.00$ 2221 2221 4,442.00$ 4,442.00$ 13 PASSIVE ELECTRONIC MARKERS EA 125.00$ 11 11 1,375.00$ 1,375.00$ 14 BITUMINOUS PAVEMENT WEAR COURSE (SPWEB340C)TN 170.00$ 150 150 25,500.00$ 25,500.00$ $ 571,267.92 $ 797,434.50 $ 3,712,208.81 $ 5,080,911.23 TOTAL ESTIMATED CONSTRUCTION COST SCHEDULE B - MET COUNCIL UTILITIES CITY OF HOPKINS HENNEPIN COUNTY, MINNESOTA RESOLUTION NO. 2018-024 RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND AUTHORIZING ADVERTISEMENT FOR BIDS 2018 STREET AND UTILITY IMPROVEMENTS CITY PROJECT 2017-10 WHEREAS, pursuant to a resolution of the City Council adopted the 5th day of December 2017, plans and specifications were developed for improvements along Division Street, Cambridge Street, Oxford Street, Lake Street Northeast, Murphy Avenue, Texas Avenue South, and the alley south of Lake Street, including pavement, curbing, sidewalk, signage, drainage, water and sanitary sewer improvements and all necessary appurtenances, and WHEREAS, plans and specifications for City Project No. 2017-10 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 1:30 p.m., on the 10th day of April, 2018, 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 May 15, 2018 meeting in the Council Chambers. Adopted by the City Council of the City of Hopkins, Minnesota, this 6th day of March 2018. By_______________________________ Molly Cummings, Mayor ATTEST: _________________________________ Amy Domeier, City Clerk