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VII.2. Approve Final Plans and Order Bids Artery Project - City Project 2014-09; Stanley (CR2017-017) C:\Users\amyers \Desktop\CR2017-017 Order Bids for Artery.docx January 17, 2017 Council Report 2017-017 APPROVE FINAL PLANS AND ODER BIDS ARTERY PROJECT CITY PROJECT 2014-09 Proposed Action Staff recommends adoption of the following motion: Adopt Resolution 2017-006, Resolution Approving Final Plans and Authorizing Advertisement for Bids, Artery Project, Project 2014-09. Overview City of Hopkins has the desire to create a more visible presence for Downtown Hopkins to the travelling public. The expansion of the Southwest Light Rail Transit (LRT) line and planned station at 8th Avenue and Excelsior Boulevard creates potential for growth, redevelopment, and a great opportunity to create a connection to showcase Downtown. The vision for 8th Avenue is to create a vibrant multimodal corridor opening up Mainstreet to the large volume of people passing through Hopkins. City staff has worked to make this vision reality. Input from the public and City Council have played a major role in the corridor’s design. Final design has been completed and a summary of some key project elements is provided. Staff will present the project in detail to the City Council at the meeting. Primary Issues to Consider • Scope of improvements • Public Input • Coordination with Other Projects • Estimated Cost and Funding Supporting information • Final Plans (available upon request) • Engineer’s Estimate • Resolution 2017-006 • Project Schedule • Recommendation ___ Nate Stanley, City Engineer Financial Impact: $ 4,552,500 Budgeted: Y/N _Y___ Source: PI-PIR, GU, Sanitary, Storm, Water Related Documents (CIP, ERP, etc.): CIP_ Notes: _______________________ Council Report 2017-017 Page 2 C:\Users\amyers \Desktop\CR2017-017 Order Bids for Artery.docx Analysis of Issues Scope of Improvements 8th Avenue is proposed to be reconstructed between Excelsior Boulevard and Mainstreet. The roadway will be rebuilt to allow for expansion of pedestrian and bicycle facilities and amenities throughout the corridor. A cycle track is proposed along the west side of the roadway and widened pedestrian ways are proposed for both sides of the road. The cycle track will provide a connection from the Mississippi River Bluffs Regional Trail south of Excelsior Boulevard at the LRT station to the Lake Minnetonka Regional Trail north of Mainstreet. 8th Avenue will remain as a two-way street between Excelsior Boulevard and 1st Street South, but will be narrowed to allow for only northbound traffic from 1st Street South to Mainstreet. Access from 2nd Street South to 8th Avenue is proposed to be closed. New direct access with Excelsior Boulevard has been coordinated for properties east of 8th Avenue. A new right-in/right-out access to Excelsior Boulevard is proposed at 7th Avenue and 6th Avenue to serve the area. The water main and sanitary sewer systems along 8th Avenue will be improved and upsized to increase capacity for future redevelopment along the corridor. The street drainage system will be a blend of traditional storm sewer and innovative improvements. Pervious pavers and rainwater gardens will be used to create an attractive, yet maintainable environment. Streetscape and lighting improvements will be provided to create a safe sense of place. LED lighting, trees, landscaping, wayfinding signage, and furniture will contribute to establish the look and feel. Establishing a maintainable corridor with an attractive, timeless look to showcase the history of Hopkins was a top priority. The theme for the corridor will be based on post- industrial elements, which have been coordinated in conjunction with the aesthetics of the new public plaza planned adjacent to the LRT station. Art rooms and locations for public art pieces have been incorporated along the corridor as well. The corridor will also have the ability for greater public use than traditional streets. A plaza space will be defined near Municipal Lot 200, by use of alternative paving materials and strategic placements of streetscape amenities. Public Input Staff has held multiple public open houses, met with property owners, and held an open streets event, during which temporary installations of elements to help people visualize what the street may look like were put in place. Prior to construction another public informational meeting will be held at which construction staging is discussed, and Council Report 2017-017 Page 3 C:\Users\amyers \Desktop\CR2017-017 Order Bids for Artery.docx schedule is presented. During construction, staff will utilize several outreach strategies similar to what was done with the Mainstreet project. Coordination with Other Projects Construction commenced for The Moline project approximately one year ago, and significant progress has been made. The City project team has coordinated extensively with Doran Companies staff on how the two projects will interface. Staffs believe that we have arrived on a phasing plan that will streamline construction along 8th Avenue between Excelsior Boulevard and 1st Street South, while also allowing Doran to continue work with no interruption. City project staff will be continuously coordinating with Doran staff as the projects continue to progress. Various improvements related to both the 8th Avenue Project and the SWLRT Project are proposed at the intersection of Excelsior Boulevard and 8th Avenue. This work has been coordinated with the SWPO staff with the expectation that the City project will commence and likely be completed in advance of the SWLRT work in the area. As part of the SWLRT project the traffic signal will be replaced and the intersection will be reconstructed. As part of the City project conduit and pole foundations will be installed, so that any impacts to new city infrastructure during the SWLRT work will be minimized. Estimated Costs and Funding The total estimated cost for the project including contingency, engineering and administrative is currently estimated at $4,552,500. The city has received several grants and commitments from other agencies to contribute to funding of the project. No assessments are proposed for the project. The CIP budget and estimated costs for this project currently are as follows: Funding Source CIP Budget Estimated Cost Grants/Other Governmental Units $2,745,000 $2,745,000 PI-PIR/General Obligation Bonds 1,963,500 1,202,500 Storm Sewer Fund 305,000 305,000 Sanitary Sewer Fund 100,000 100,000 Water Fund 200,000 200,000 Total $5,313,000 $4,552,500 It is anticipated that the amount currently budgeted in the CIP is adequate to cover the project as proposed. After bids are received staff will report back to Council with actual construction costs prior to contract award. Council Report 2017-017 Page 4 C:\Users\amyers \Desktop\CR2017-017 Order Bids for Artery.docx Project Schedule Approve final plans/order bids January 17, 2017 Accept bids/award contract February 21, 2017 Begin Construction April 2017 Complete Construction October 2017 Staff Recommendation Staff recommends ordering this improvement project with adoption of Resolution 2017- 006. ENGINEER'S ESTIMATE City of Hopkins 8th Avenue Artery, Excelsior Trail, 2nd St S, and 8th Ave Cycle Track Improvements DATE: 1/11/2017 ITEM NO. ITEM NOTES UNIT UNIT PRICE QTY COST QTY COST QTY COST QTY COST QTY COST QTY COST QTY COST QTY COST QTY COST 1 MOBILIZATION LS $175,000.00 0.56 98,000.00 $ 0.10 17,500.00 $ 0.02 3,500.00 $ 0.08 14,000.00 $ 0.03 5,250.00 $ 0.09 15,750.00 $ 0.11 19,250.00 $ 0.01 $1,750 1.00 175,000.00 $ 2 TRAFFIC CONTROL LS $50,000.00 0.56 28,000.00 $ 0.10 5,000.00 $ 0.02 1,000.00 $ 0.08 4,000.00 $ 0.03 1,500.00 $ 0.09 4,500.00 $ 0.11 5,500.00 $ 0.01 $500 1.00 50,000.00 $ 3 REMOVE FENCE LF $8.00 222 1,776.00 $ - $ - $ - $ - $ - $ - $ 222 1,776.00 $ 4 REMOVE COLUMN AND FOOTING EA $100.00 10 1,000.00 $ - $ - $ - $ - $ - $ - $ 10 1,000.00 $ 5 REMOVE CONCRETE CURB AND GUTTER LF $5.00 2575 12,875.00 $ 1830 9,150.00 $ 240 1,200.00 $ - $ - $ - $ 500 2,500.00 $ 5145 25,725.00 $ 6 REMOVE CONCRETE CURB AND GUTTER (SPOT REPLACEMENT) LF $7.00 - $ 105 735.00 $ - $ - $ - $ - $ 95 665.00 $ 200 1,400.00 $ 7 REMOVE CONCRETE WALK/DRIVEWAY/PAVEMENT SY $6.00 2100 12,600.00 $ 1300 7,800.00 $ 300 1,800.00 $ - $ - $ - $ 450 2,700.00 $ 4150 24,900.00 $ 8 REMOVE CONCRETE WALK/DRIVEWAY/PAVEMENT (SPOT REPLACEMENT)SY $10.00 - $ 12 120.00 $ - $ - $ - $ - $ 75 750.00 $ 87 870.00 $ 9 REMOVE RETAINING WALL SY $20.00 30 600.00 $ - $ - $ - $ - $ - $ 36 720.00 $ 66 1,320.00 $ 10 REMOVE CONCRETE STEPS SY $20.00 - $ - $ - $ - $ - $ - $ 10 200.00 $ 10 200.00 $ 11 REMOVE BITUMINOUS PAVEMENT SY $4.00 6000 24,000.00 $ 650 2,600.00 $ 150 600.00 $ - $ - $ - $ 850 3,400.00 $ 7650 30,600.00 $ 12 REMOVE BOLLARD EACH $250.00 - $ 8 2,000.00 $ - $ - $ - $ - $ - $ 8 2,000.00 $ 13 RECLAIM BITUMINOUS PAVEMENT SY $2.50 - $ 4600 11,500.00 $ - $ - $ - $ - $ 1800 4,500.00 $ 6400 16,000.00 $ 14 SALVAGE PAVERS SF $3.00 1650 4,950.00 $ - $ - $ - $ - $ - $ 520 1,560.00 $ 2170 6,510.00 $ 15 SAWCUT BITUMINOUS PAVEMENT LF $3.00 655 1,965.00 $ 790 2,370.00 $ 310 930.00 $ - $ - $ - $ 155 465.00 $ 1910 5,730.00 $ 16 SAWCUT CONCRETE PAVEMENT LF $5.00 175 875.00 $ 110 550.00 $ 10 50.00 $ - $ - $ - $ 75 375.00 $ 370 1,850.00 $ 17 SALVAGE & REINSTALL SIGN EACH $250.00 - $ 12 3,000.00 $ - $ - $ - $ - $ 1 250.00 $ 13 3,250.00 $ 18 REMOVE SIGN EACH $100.00 21 2,100.00 $ 2 200.00 $ - $ - $ - $ - $ 3 300.00 $ 26 2,600.00 $ 19 BITUMINOUS WEAR COURSE (SPWEA240C) TON $85.00 379 32,215.00 $ 474 40,290.00 $ - $ - $ - $ - $ 232 19,720.00 $ 1085 92,225.00 $ 20 BITUMINOUS NON WEAR COURSE (SPNWA230C) TON $80.00 379 30,320.00 $ 474 37,920.00 $ - $ - $ - $ - $ 232 18,560.00 $ 1085 86,800.00 $ 21 BITUMINOUS MATERIAL FOR TACK COAT GAL $5.00 250 1,250.00 $ 314 1,570.00 $ - $ - $ - $ - $ 156 780.00 $ 720 3,600.00 $ 22 CL. 5 AGGREGATE BASE TON $18.00 586 10,548.00 $ 1990 35,820.00 $ - $ - $ - $ - $ 286 5,148.00 $ 2862 51,516.00 $ 23 SUBGRADE EXCAVATION (EV) CY $35.00 226 7,910.00 $ 1000 35,000.00 $ - $ - $ - $ - $ - $ 1226 42,910.00 $ 24 STABILIZING AGGREGATE (CV) CY $20.00 407 8,140.00 $ 443 8,860.00 $ - $ - $ - $ - $ - $ 850 17,000.00 $ 25 COMMON EXCAVATION (P) (EV) CY $15.00 2282 34,230.00 $ 1525 22,875.00 $ - $ - $ - $ - $ 365 5,475.00 $ 4172 62,580.00 $ 26 EXPLORATORY EXCAVATION HOUR $550.00 5 2,750.00 $ - $ - $ - $ - $ - $ - $ 5 2,750.00 $ 27 B618 CONCRETE CURB & GUTTER LF $15.00 2200 33,000.00 $ 1965 29,475.00 $ 250 3,750.00 $ - $ - $ - $ - $ 4415 66,225.00 $ 28 B618 CONCRETE CURB & GUTTER (SPOT REPLACEMENT) LF $20.00 - $ 105 2,100.00 $ - $ - $ - $ - $ 95 1,900.00 $ 200 4,000.00 $ 29 B618 MODIFIED LF $20.00 700 14,000.00 $ - $ - $ - $ - $ - $ - $ 700 14,000.00 $ 30 B418 CONCRETE CURB & GUTTER LF $18.00 - $ - $ - $ - $ - $ - $ 610 10,980.00 $ 610 10,980.00 $ 31 B412 CONCRETE CURB & GUTTER LF $16.00 625 10,000.00 $ - $ - $ - $ - $ - $ - $ 625 10,000.00 $ 32 B612 CONCRETE CURB & GUTTER LF $15.00 150 2,250.00 $ - $ - $ - $ - $ - $ - $ 150 2,250.00 $ 33 V-CURB LF $30.00 100 3,000.00 $ - $ 50 1,500.00 $ - $ - $ - $ - $ 150 4,500.00 $ 34 8" CONCRETE PAVEMENT (COMMERCIAL DRIVEWAYS) SF $10.00 3700 37,000.00 $ - $ - $ - $ - $ - $ 1700 17,000.00 $ 5400 54,000.00 $ 35 8" CONCRETE PAVEMENT (STAGE) SF $18.00 1100 19,800.00 $ - $ - $ - $ - $ - $ - $ 1100 19,800.00 $ 36 6" COLORED CONCRETE PAVEMENT (CYCLE TRACK) SF $11.00 11000 121,000.00 $ - $ - $ - $ - $ - $ - $ 11000 121,000.00 $ 37 6" CONCRETE (PEDESTRIAN RAMPS / CYCLE TRACK) SF $9.00 800 7,200.00 $ 1470 13,230.00 $ 155 1,395.00 $ - $ - $ - $ 3900 35,100.00 $ 6325 56,925.00 $ 38 4" CONCRETE WALK SF $6.50 21175 137,637.50 $ 2350 15,275.00 $ 2160 14,040.00 $ - $ - $ - $ 2450 15,925.00 $ 75 $488 28210 183,365.00 $ 39 4" CONCRETE WALK (SPOT REPLACEMENT) SF $7.00 - $ 100 700.00 $ - $ - $ - $ - $ 675 4,725.00 $ 775 5,425.00 $ 40 4" COLORED CONCRETE WALK SF $8.00 1100 8,800.00 $ - $ 40 320.00 $ - $ - $ - $ - $ 500 $4,000 1640 13,120.00 $ 41 7" CONCRETE VALLEY GUTTER LF $60.00 35 2,100.00 $ - $ 15 900.00 $ - $ - $ - $ - $ 50 3,000.00 $ 42 CONCRETE RIBBON CURB (12" WIDTH) LF $18.00 1900 34,200.00 $ - $ 300 5,400.00 $ - $ - $ - $ 725 13,050.00 $ 2925 52,650.00 $ 43 CONCRETE MEDIAN NOSE EA $1,000.00 3 3,000.00 $ - $ - $ - $ - $ - $ - $ 3 3,000.00 $ 43 CONCRETE STAIRS LF $55.00 24 1,320.00 $ - $ - $ - $ - $ - $ 24 1,320.00 $ 48 2,640.00 $ 44 CONCRETE WALL (15" AVERAGE HEIGHT) LF $120.00 - $ - $ - $ - $ - $ - $ - $ 70 $8,400 70 8,400.00 $ 45 TIMBER RETAINING WALL SF $35.00 65 2,275.00 $ - $ - $ - $ - $ - $ 165 5,775.00 $ 230 8,050.00 $ 46 3" BITUMINOUS TRAIL (SPWEA240C) TON $100.00 - $ 111 11,100.00 $ 24 2,400.00 $ - $ - $ - $ - $ 135 13,500.00 $ 47 UNIT PAVERS - TYPE 1 (ART ROOM)SF $13.50 5000 67,500.00 $ - $ - $ - $ - $ - $ 300 4,050.00 $ 5300 71,550.00 $ 48 UNIT PAVERS - TYPE 2 (HERRINGBONE)SF $11.00 320 3,520.00 $ - $ - $ - $ - $ - $ 725 7,975.00 $ 1045 11,495.00 $ 49 UNIT PAVERS - REINSTALLATION CIRCULAR SF $8.00 1480 11,840.00 $ - $ - $ - $ - $ - $ 600 4,800.00 $ 2080 16,640.00 $ 50 PERMEABLE PAVERS SF $12.00 - $ - $ - $ - $ - $ 2750 33,000.00 $ - $ 2750 33,000.00 $ 51 GRANITE SLAB INLAY TIMELINE LF $80.00 80 6,400.00 $ - $ - $ - $ - $ - $ - $ 80 6,400.00 $ 52 TRUNCATED DOMES (STRAIGHT) SF $45.00 400 18,000.00 $ 180 8,100.00 $ - $ - $ - $ - $ 40 1,800.00 $ 620 27,900.00 $ 53 TRUNCATED DOMES (RADIAL) SF $50.00 18 900.00 $ 106 5,300.00 $ 26 1,300.00 $ - $ - $ - $ - $ 150 7,500.00 $ 53 SIGN PANELS TYPE C SQ FT $65.00 194 12,610.00 $ 119 7,735.00 $ - $ - $ - $ - $ 7 455.00 $ 320 20,800.00 $ 54 F&I SIGN POST (TUBLAR BLACK) EACH $350.00 31 10,850.00 $ - $ - $ - $ - $ - $ - $ 31 10,850.00 $ 55 F&I SIGN POST (TUBLAR GALVANIZED) EACH $200.00 - $ 20 4,000.00 $ - $ - $ - $ - $ 2 400.00 $ 22 4,400.00 $ 55 TRAFFIC SIGN POST (U-CHANNEL) EACH $150.00 - $ 8 1,200.00 $ - $ - $ - $ - $ - $ 8 1,200.00 $ 56 4" SOLID LINE WHITE - LATEX LF $2.00 357 714.00 $ 1448 2,896.00 $ - $ - $ - $ - $ 610 1,220.00 $ 2415 4,830.00 $ 57 8" SOLID LINE WHITE - LATEX LF $4.00 372 1,488.00 $ - $ - $ - $ - $ - $ 68 272.00 $ 440 1,760.00 $ 58 24" SOLID LINE WHITE - LATEX LF $12.00 22 264.00 $ - $ 60 720.00 $ - $ - $ - $ 310 3,720.00 $ 392 4,704.00 $ 59 4" LINE YELLOW - LATEX LF $4.00 - $ 208 832.00 $ 36 144.00 $ - $ - $ - $ 108 432.00 $ 352 1,408.00 $ 60 4" DOUBLE SOLID YELLOW - LATEX LF $2.00 330 660.00 $ - $ - $ - $ - $ - $ 450 900.00 $ 780 1,560.00 $ 61 PAVEMENT MESSAGE (THRU & RIGHT ARROW) - LATEX EACH $250.00 1 250.00 $ - $ - $ - $ - $ - $ - $ 1 250.00 $ 62 PAVEMENT MESSAGE (LEFT ARROW) - LATEX EACH $250.00 1 250.00 $ - $ - $ - $ - $ - $ - $ 1 250.00 $ 63 PAVEMENT MESSAGE (RIGHT ARROW) - LATEX EACH $250.00 - $ 3 750.00 $ - $ - $ - $ - $ - $ 3 750.00 $ 64 PAVEMENT MESSAGE (THRU ARROW) - LATEX EACH $250.00 2 500.00 $ - $ - $ - $ - $ - $ - $ 2 500.00 $ THREE RIVERS PARK DIST. MOLINE TOTAL CITY - GENERAL / GRANTS 8TH: EXCELSIOR TO MAINSTREET 2ND ST S: 8TH TO 5TH EXCELSIOR: 8TH TO 9TH CITY - STORM CITY - WATER CITY - SANITARY 1/11/2017, 12:11 PM Engineer's Estimate Bolton & Menk, Inc.Page 1 of 4 ENGINEER'S ESTIMATE City of Hopkins 8th Avenue Artery, Excelsior Trail, 2nd St S, and 8th Ave Cycle Track Improvements DATE: 1/11/2017 ITEM NO. ITEM NOTES UNIT UNIT PRICE QTY COST QTY COST QTY COST QTY COST QTY COST QTY COST QTY COST QTY COST QTY COST THREE RIVERS PARK DIST. MOLINE TOTAL CITY - GENERAL / GRANTS 8TH: EXCELSIOR TO MAINSTREET 2ND ST S: 8TH TO 5TH EXCELSIOR: 8TH TO 9TH CITY - STORM CITY - WATER CITY - SANITARY 65 PAVEMENT MESSAGE (HANDICAP SYMBOL) - LATEX EACH $250.00 - $ 3 750.00 $ - $ - $ - $ - $ - $ 3 750.00 $ 66 ZEBRA CROSSWALK BLOCK - WHITE LATEX SF $5.00 702 3,510.00 $ 486 2,430.00 $ - $ - $ - $ - $ 216 1,080.00 $ 1404 7,020.00 $ 67 BIKE SYMBOL W/ ARROW (EPOXY) EACH $500.00 6 3,000.00 $ - $ - $ - $ - $ - $ 6 3,000.00 $ 12 6,000.00 $ 68 MULTIUSE TRAIL W/ ARROW (EPOXY) EACH $500.00 - $ 6 3,000.00 $ 2 1,000.00 $ - $ - $ - $ - $ 8 4,000.00 $ 69 REVISE SIGNAL SYSTEM A (MAINSTREET & 14TH) SYS $8,000.00 1 8,000.00 $ - $ - $ - $ - $ - $ - $ 1 8,000.00 $ 70 REVISE SIGNAL SYSTEM B (MAINSTREET & 12TH) SYS $8,000.00 1 8,000.00 $ - $ - $ - $ - $ - $ - $ 1 8,000.00 $ 71 REVISE SIGNAL SYSTEM C (MAINSTREET & 10TH) SYS $8,000.00 1 8,000.00 $ - $ - $ - $ - $ - $ - $ 1 8,000.00 $ 72 REVISE SIGNAL SYSTEM D (MAINSTREET & 9TH) SYS $8,000.00 1 8,000.00 $ - $ - $ - $ - $ - $ - $ 1 8,000.00 $ 73 REVISE SIGNAL SYSTEM E (MAINSTREET& 8TH) SYS $141,539.00 - $ - $ - $ - $ - $ - $ 1 141,539.00 $ 1 141,539.00 $ 74 REVISE SIGNAL SYSTEM F (EXCELSIOR & 8TH) SYS $27,658.00 1 27,658.00 $ - $ - $ - $ - $ - $ - $ 1 27,658.00 $ 75 REVISE SIGNAL SYSTEM G (EXCELSIOR & 5TH) SYS $6,992.00 - $ 1 6,992.00 $ - $ - $ - $ - $ - $ 1 6,992.00 $ 76 CLEARING & GRUBBING TREE $500.00 23 11,500.00 $ 32 16,000.00 $ 2 1,000.00 $ - $ - $ - $ 2 1,000.00 $ 59 29,500.00 $ 77 SODDING TYPE LAWN SY $8.00 650 5,200.00 $ 2500 20,000.00 $ 100 800.00 $ - $ - $ - $ 50 400.00 $ 3300 26,400.00 $ 78 TOPSOIL BORROW - SPECIAL (PLANTING BEDS - 12" DEPTH) (LV) CY $35.00 200 7,000.00 $ - $ 20 700.00 $ - $ - $ - $ - $ 220 7,700.00 $ 79 TOPSOIL BORROW - SPECIAL (SOD/SEED - 6" DEPTH) (LV) CY $28.00 200 5,600.00 $ 420 11,760.00 $ 20 560.00 $ - $ - $ - $ 10 280.00 $ 650 18,200.00 $ 80 CANOPY TREE - 2.5" CAL. EACH $575.00 29 16,675.00 $ 16 9,200.00 $ 5 2,875.00 $ - $ - $ 2 1,150.00 $ 2 1,150.00 $ 54 31,050.00 $ 81 UNDERSTORY TREE - 1.5" CAL. AND 6-8' HT. CLUMP EACH $475.00 7 3,325.00 $ - $ - $ - $ - $ - $ - $ 7 3,325.00 $ 82 SHRUB - 5 GAL. EACH $75.00 72 5,400.00 $ - $ - $ - $ - $ - $ - $ 6 $450 78 5,850.00 $ 83 ORNAMENTAL GRASS - 1 GAL. EACH $18.00 738 13,284.00 $ - $ 108 1,944.00 $ - $ - $ 95 1,710.00 $ 83 1,494.00 $ 42 $756 1066 19,188.00 $ 84 PERENNIALS - 1 GAL EACH $18.00 313 5,634.00 $ - $ 29 522.00 $ - $ - $ 374 6,732.00 $ 85 1,530.00 $ 51 $918 852 15,336.00 $ 85 BULBS EACH $5.00 407 2,035.00 $ - $ 35 175.00 $ - $ - $ 135 675.00 $ - $ 577 2,885.00 $ 86 TREE GRATE W/ FRAME EACH $2,000.00 4 8,000.00 $ - $ - $ - $ - $ 2 4,000.00 $ - $ 6 12,000.00 $ 87 STRUCTRAL SOIL (CV) CY $75.00 180 13,500.00 $ - $ 15 1,125.00 $ - $ - $ - $ - $ 195 14,625.00 $ 88 ENGINEERED SOIL MIX - BIORETENTION (LV) CY $50.00 - $ - $ - $ - $ - $ 400 20,000.00 $ - $ 400 20,000.00 $ 89 FINE FILTER AGGREGATE (#57 STONE) TON $30.00 89 2,670.00 $ - $ - $ - $ - $ - $ - $ 89 2,670.00 $ 90 COARSE FILTER AGGREGATE (#2 STONE) TON $30.00 1283 38,490.00 $ - $ - $ - $ - $ - $ - $ 1283 38,490.00 $ 91 LIMESTONE INLET BASIN EACH $1,500.00 - $ - $ - $ - $ - $ 11 16,500.00 $ - $ 11 16,500.00 $ 92 STORMWATER TREE WELL EACH $2,000.00 - $ - $ - $ - $ - $ 2 4,000.00 $ - $ 2 4,000.00 $ 93 REMOVE HANDHOLE EA $500.00 3 1,500.00 $ - $ - $ - $ - $ - $ - $ 3 1,500.00 $ 94 REMOVE LIGHT POLE AND FOOTING EACH $250.00 20 5,000.00 $ - $ - $ - $ - $ - $ 3 750.00 $ 23 5,750.00 $ 95 REMOVE LIGHT POLE FOOTING, SALVAGE POLE AND FIXTURE EACH $500.00 - $ 5 2,500.00 $ 2 1,000.00 $ - $ - $ - $ 3 1,500.00 $ 10 5,000.00 $ 96 ARMATURE 29FT EACH $10,000.00 5 50,000.00 $ - $ - $ - $ - $ - $ - $ 5 50,000.00 $ 97 ARMATURE 24FT EACH $9,000.00 26 234,000.00 $ - $ - $ - $ - $ - $ - $ 26 234,000.00 $ 97 ARMATURE 19FT EACH $8,000.00 5 40,000.00 $ - $ - $ - $ - $ - $ - $ 5 40,000.00 $ 98 ARMATURE 29FT (PRODUCT ONLY) EACH $9,000.00 1 9,000.00 $ - $ - $ - $ - $ - $ - $ 1 9,000.00 $ 99 ARMATURE 24FT (PRODUCT ONLY) EACH $8,000.00 1 8,000.00 $ - $ - $ - $ - $ - $ - $ 1 8,000.00 $ 99 ARMATURE 19FT (PRODUCT ONLY) EACH $7,000.00 1 7,000.00 $ - $ - $ - $ - $ - $ - $ 1 7,000.00 $ 98 SUSPENTION CABLE LF $4.00 1300 5,200.00 $ - $ - $ - $ - $ - $ 200 800.00 $ 1500 6,000.00 $ 99 LIGHTING UNIT TYPE 1 - SUSPENSION EACH $1,800.00 26 46,800.00 $ - $ - $ - $ - $ - $ 20 36,000.00 $ 46 82,800.00 $ 100 LIGHTING UNIT TYPE 2 - ABOVE GRADE FLOOD EACH $800.00 8 6,400.00 $ - $ - $ - $ - $ - $ - $ 8 6,400.00 $ 101 LIGHTING UNIT TYPE 3 - ABOVE GRADE FLOOD - RGBW EACH $1,200.00 2 2,400.00 $ - $ - $ - $ - $ - $ - $ 2 2,400.00 $ 102 LIGHTING UNIT TYPE 4 - ART SPOT LIGHT EACH $600.00 13 7,800.00 $ - $ - $ - $ - $ - $ - $ 13 7,800.00 $ 103 LIGHTING UNIT TYPE 5 - SHOEBOX LIGHT EACH $2,000.00 - $ - $ - $ - $ - $ - $ 3 6,000.00 $ 3 6,000.00 $ 103 REINSTALL SALVAGED POLE AND FIXTURE EACH $800.00 - $ 5 4,000.00 $ 2 1,600.00 $ - $ - $ - $ - $ 7 5,600.00 $ 104 GFCI SINGLE PEDESTAL (20AMP - @ TREES) EACH $950.00 28 26,600.00 $ - $ 2 1,900.00 $ - $ - $ - $ - $ 30 28,500.00 $ 105 GFCI MULTIPLE PEDESTAL (THREE-20AMP) EACH $1,600.00 5 8,000.00 $ - $ - $ - $ - $ - $ - $ 1 $1,600 6 9,600.00 $ 106 EVENT POWER PEDESTAL (50AMP) EACH $1,500.00 2 3,000.00 $ - $ - $ - $ - $ - $ - $ 1 $1,500 3 4,500.00 $ 107 BOLLARD LIGHT EACH $1,200.00 12 14,400.00 $ - $ - $ - $ - $ - $ - $ 12 14,400.00 $ 108 ELECTRICAL - 3/4" PVC/HDPE LF $3.10 3000 9,300.00 $ - $ - $ - $ - $ - $ - $ 3000 9,300.00 $ 109 ELECTRICAL - 1.5" PVC/HDPE LF $6.50 3900 25,350.00 $ 600 3,900.00 $ - $ - $ - $ - $ - $ 4500 29,250.00 $ 110 ELECTRICAL - #14 AWG CU LF $0.90 36000 32,400.00 $ - $ - $ - $ - $ - $ - $ 36000 32,400.00 $ 111 ELECTRICAL - #12 AWG CU LF $1.20 11000 13,200.00 $ - $ - $ - $ - $ - $ - $ 11000 13,200.00 $ 112 ELECTRICAL - #10 AWG CU LF $1.35 3600 4,860.00 $ - $ - $ - $ - $ - $ - $ 3600 4,860.00 $ 113 ELECTRICAL - #8 AWG CU LF $1.50 20000 30,000.00 $ 2000 3,000.00 $ - $ - $ - $ - $ - $ 22000 33,000.00 $ 114 ELECTRICAL - #6 AWG CU LF $1.60 800 1,280.00 $ - $ - $ - $ - $ - $ - $ 800 1,280.00 $ 115 ELECTRICAL - #4 AWG CU LF $1.90 1200 2,280.00 $ - $ - $ - $ - $ - $ - $ 1200 2,280.00 $ 116 5/C #14 AMG OH CABLE LF $4.00 1500 6,000.00 $ - $ - $ - $ - $ - $ - $ 1500 6,000.00 $ 117 LIGHTING CONTROL PANEL LS $15,000.00 1 15,000.00 $ - $ - $ - $ - $ - $ - $ 1 15,000.00 $ 116 LIGHT FOUNDATION - STANDARD EACH $750.00 - $ 5 3,750.00 $ 2 1,500.00 $ - $ - $ - $ 3 2,250.00 $ 10 7,500.00 $ 117 LIGHT FOUNDATION - DRILLED PIER 1 EACH $1,500.00 31 46,500.00 $ - $ - $ - $ - $ - $ - $ 31 46,500.00 $ 118 LIGHT FOUNDATION - DRILLED PIER 2 EACH $2,000.00 5 10,000.00 $ - $ - $ - $ - $ - $ - $ 5 10,000.00 $ 119 HANDHOLE EACH $700.00 2 1,400.00 $ 1 700.00 $ - $ - $ - $ - $ 2 1,400.00 $ 5 3,500.00 $ 120 REMOVE SANITARY SEWER PIPE LF 8.00 $ - $ - $ - $ - $ 1171 9,368.00 $ - $ - $ 1171 9,368.00 $ 121 REMOVE SANITARY SEWER MANHOLE EA 500.00 $ - $ - $ - $ - $ 9 4,500.00 $ - $ - $ 9 4,500.00 $ 122 CASTING - NEENAH R1733 (SPECIAL - SAN MH)EA 1,000.00 $ - $ - $ - $ - $ 7 7,000.00 $ - $ - $ 7 7,000.00 $ 123 6" SDR-26 PVC SAN SWR SERVICE LF 35.00 $ - $ - $ - $ - $ 350 12,250.00 $ - $ - $ 350 12,250.00 $ 124 8"x6" PVC WYE EA 350.00 $ - $ - $ - $ - $ 12 4,200.00 $ - $ - $ 12 4,200.00 $ 125 8" SDR-35 PVC SAN SWR LF 35.00 $ - $ - $ - $ - $ 866 30,310.00 $ - $ - $ 866 30,310.00 $ 1/11/2017, 12:11 PM Engineer's Estimate Bolton & Menk, Inc.Page 2 of 4 ENGINEER'S ESTIMATE City of Hopkins 8th Avenue Artery, Excelsior Trail, 2nd St S, and 8th Ave Cycle Track Improvements DATE: 1/11/2017 ITEM NO. ITEM NOTES UNIT UNIT PRICE QTY COST QTY COST QTY COST QTY COST QTY COST QTY COST QTY COST QTY COST QTY COST THREE RIVERS PARK DIST. MOLINE TOTAL CITY - GENERAL / GRANTS 8TH: EXCELSIOR TO MAINSTREET 2ND ST S: 8TH TO 5TH EXCELSIOR: 8TH TO 9TH CITY - STORM CITY - WATER CITY - SANITARY 126 SANITARY MANHOLE EA 3,000.00 $ - $ - $ - $ - $ 5 15,000.00 $ - $ - $ 5 15,000.00 $ 127 CONNECT TO EXISTING SANITARY SEWER SERVICE EA 400.00 $ - $ - $ - $ - $ 11 4,400.00 $ - $ - $ 11 4,400.00 $ 128 CONNECT TO EXISTING SANITARY SEWER EA 500.00 $ - $ - $ - $ - $ 2 1,000.00 $ - $ - $ 2 1,000.00 $ 129 REMOVE WATERMAIN LF 8.00 $ - $ - $ - $ 1272 10,176.00 $ - $ - $ - $ 1272 10,176.00 $ 130 REMOVE HYDRANT EA 300.00 $ - $ - $ - $ 5 1,500.00 $ - $ - $ - $ 5 1,500.00 $ 131 1" TYPE K COPPER WATER SERVICE LF 35.00 $ - $ - $ - $ 250 8,750.00 $ - $ - $ - $ 250 8,750.00 $ 132 1" CORPORATION STOP EA 350.00 $ - $ - $ - $ 5 1,750.00 $ - $ - $ - $ 5 1,750.00 $ 133 EVENT WATER CONNECTION EA 500.00 $ - $ - $ - $ 4 2,000.00 $ - $ - $ - $ 4 2,000.00 $ 134 1" CURB STOP EA 350.00 $ - $ - $ - $ 5 1,750.00 $ - $ - $ - $ 5 1,750.00 $ 135 CONNECT TO EXISTING WATER SERVICE EA 1,000.00 $ - $ - $ - $ 5 5,000.00 $ - $ - $ - $ 5 5,000.00 $ 136 CONNECT TO EXISTING WATERMAIN EA 1,000.00 $ - $ - $ - $ 2 2,000.00 $ - $ - $ - $ 2 2,000.00 $ 137 HYDRANT EA 5,000.00 $ - $ - $ - $ 5 25,000.00 $ - $ - $ - $ 5 25,000.00 $ 138 6" GV & BOX EA 1,500.00 $ - $ - $ - $ 5 7,500.00 $ - $ - $ - $ 5 7,500.00 $ 139 6" DI WATERMAIN LF 40.00 $ - $ - $ - $ 93 3,720.00 $ - $ - $ - $ 93 3,720.00 $ 139 8" GV & BOX EA 2,500.00 $ - $ - $ - $ 6 15,000.00 $ - $ - $ - $ 6 15,000.00 $ 140 12" BFV & BOX EA 4,000.00 $ - $ - $ - $ 6 24,000.00 $ - $ - $ - $ 6 24,000.00 $ 140 ADJUST VALVE BOX EA 500.00 $ - $ - $ - $ 2 1,000.00 $ - $ - $ - $ 2 1,000.00 $ 141 8" DI WATERMAIN LF 48.00 $ - $ - $ - $ 136 6,528.00 $ - $ - $ - $ 136 6,528.00 $ 142 12" DI WATERMAIN LF 65.00 $ - $ - $ - $ 1145 74,425.00 $ - $ - $ - $ 1145 74,425.00 $ 143 12" DR 9 HDPE / DR18 FUSED PVC WATERMAIN (DIRECTIONAL DRILL)LF 150.00 $ - $ - $ - $ 300 45,000.00 $ - $ - $ - $ 300 45,000.00 $ 144 DUCTILE IRON FITTINGS LB 8.00 $ - $ - $ - $ 2108 16,864.00 $ - $ - $ - $ 2108 16,864.00 $ 145 TEMPORARY WATER SERVICE EA 2,000.00 $ - $ - $ - $ 5 10,000.00 $ - $ - $ - $ 5 10,000.00 $ 146 REMOVE STORM SEWER PIPE LF 8.00 $ - $ - $ - $ - $ - $ 660 5,280.00 $ - $ 660 5,280.00 $ 147 REMOVE DRAINAGE STRUCTURE EA 300.00 $ - $ - $ - $ - $ - $ 25 7,500.00 $ - $ 25 7,500.00 $ 148 CASTING - NEENAH R3067-V (STORM CB)EA 700.00 $ - $ - $ - $ - $ - $ 31 21,700.00 $ 2 1,400.00 $ 33 23,100.00 $ 149 CASTING - NEENAH R3067-C (STORM CB)EA 700.00 $ - $ - $ - $ - $ - $ 3 2,100.00 $ - $ 3 2,100.00 $ 150 CASTING - NEENAH R3205 (STORM CB)EA 700.00 $ - $ - $ - $ - $ - $ 1 700.00 $ - $ 1 700.00 $ 149 CASTING - NEENAH R1733 (SPECIAL - STORM MH)EA 1,000.00 $ - $ - $ - $ - $ - $ 22 22,000.00 $ - $ 22 22,000.00 $ 150 CASTING - NEENAH R3262-4 (BIORENTION OPENING)EA 500.00 $ - $ - $ - $ - $ - $ 24 12,000.00 $ - $ 24 12,000.00 $ 151 ADJUST CASTING EA 500.00 $ - $ - $ - $ - $ - $ 1 500.00 $ - $ 1 500.00 $ 152 CONSTRUCT 2'X3' CATCH BASIN EA 1,500.00 $ - $ - $ - $ - $ - $ 27 40,500.00 $ 2 3,000.00 $ 29 43,500.00 $ 153 CONSTRUCT DES 4020-48" STMH EACH 2,500.00 $ - $ - $ - $ - $ - $ 6 15,000.00 $ - $ 6 15,000.00 $ 154 CONSTRUCT DES 4022-48" STMH EACH 2,500.00 $ - $ - $ - $ - $ - $ 8 20,000.00 $ - $ 8 20,000.00 $ 155 CONSTRUCT DES 4020-60" STMH EACH 5,000.00 $ - $ - $ - $ - $ - $ 1 5,000.00 $ - $ 1 5,000.00 $ 156 6" CLEANOUT EACH 250.00 $ - $ - $ - $ - $ - $ 12 3,000.00 $ - $ 12 3,000.00 $ 157 6" PERFORATED PVC UNDERDRAIN LF 8.00 $ - $ - $ - $ - $ - $ 920 7,360.00 $ - $ 920 7,360.00 $ 158 6" VALVE (UNDERDRAIN)EA 250.00 $ - $ - $ - $ - $ - $ 11 2,750.00 $ - $ 11 2,750.00 $ 159 15" STORM SEWER MAIN LF 35.00 $ - $ - $ - $ - $ - $ 1267 44,345.00 $ 8 280.00 $ 1275 44,625.00 $ 160 18" STORM SEWER MAIN LF 45.00 $ - $ - $ - $ - $ - $ 120 5,400.00 $ - $ 120 5,400.00 $ 161 CONNECT TO EXISTING STORM SEWER PIPE EACH 250.00 $ - $ - $ - $ - $ - $ 6 1,500.00 $ 2 500.00 $ 8 2,000.00 $ 162 CONNECT TO EXISTING STORM SEWER STRUCTURE EACH 500.00 $ - $ - $ - $ - $ - $ 7 3,500.00 $ - $ 7 3,500.00 $ 163 CONNECT TO EXISTING STORM SEWER PIPE SPECIAL EACH 1,500.00 $ - $ - $ - $ - $ - $ 2 3,000.00 $ - $ 2 3,000.00 $ 161 INLET PROTECTION EACH $250.00 - $ - $ - $ - $ - $ 68 17,000.00 $ - $ 68 17,000.00 $ 162 SALVAGE BENCH EACH $150.00 5 750.00 $ - $ - $ - $ - $ - $ 2 300.00 $ 7 1,050.00 $ 163 BENCH TYPE B1 (arcata) EACH $2,500.00 4 10,000.00 $ - $ - $ - $ - $ - $ - $ 4 10,000.00 $ 164 BENCH TYPE B2 (multiplicity) EACH $2,200.00 9 19,800.00 $ - $ - $ - $ - $ - $ - $ 9 19,800.00 $ 165 BENCH TYPE B3 (parallel42) EACH $2,200.00 3 6,600.00 $ - $ - $ - $ - $ - $ - $ 3 6,600.00 $ 165 RECTANGULAR PLATFORM BENCH (4' SQ & 12'x1.5') EACH $2,500.00 3 7,500.00 $ - $ - $ - $ - $ - $ - $ 3 7,500.00 $ 166 CUSTOM SHAPED PLATFORM BENCH LS $15,000.00 - $ - $ - $ - $ - $ - $ - $ 1 $15,000 1 15,000.00 $ 166 CHEEKWALL PLATFORM BENCH LS $10,000.00 - $ - $ - $ - $ - $ - $ - $ 1 $10,000 1 10,000.00 $ 167 LITTER RECEPTACLE (sdc-36) EACH $1,500.00 8 12,000.00 $ - $ - $ - $ - $ - $ - $ 1 $1,500 9 13,500.00 $ 168 MOVEABLE TABLE (1) AND CHAIRS (3) (parc vue) EACH $1,800.00 6 10,800.00 $ - $ - $ - $ - $ - $ - $ 6 10,800.00 $ 169 PLANTER TYPE P1 (24" SQ) EACH $700.00 12 8,400.00 $ - $ - $ - $ - $ - $ 4 2,800.00 $ 16 11,200.00 $ 170 PLANTER TYPE P2 (30" SQ) EACH $1,100.00 8 8,800.00 $ - $ - $ - $ - $ - $ - $ 8 8,800.00 $ 171 PLANTER TYPE P3 (18"x96") EACH $1,500.00 3 4,500.00 $ - $ - $ - $ - $ - $ 2 3,000.00 $ 5 7,500.00 $ 171 BIKE RACK TYPE 1 EACH $500.00 4 2,000.00 $ - $ - $ - $ - $ - $ 6 3,000.00 $ 10 5,000.00 $ 172 BIKE RACK TYPE 2 (ROUND RACK) EACH $400.00 - $ - $ - $ - $ - $ - $ - $ 3 $1,200 3 1,200.00 $ 173 BIKE LOCK ELEMENT LS $7,500.00 - $ - $ - $ - $ - $ - $ - $ 1 $7,500 1 7,500.00 $ 174 WATER FEATURE LS $50,000.00 1 50,000.00 $ - $ - $ - $ - $ - $ - $ 1 50,000.00 $ 175 STONE BLOCK 18" CUBE EACH $600.00 7 4,200.00 $ - $ - $ - $ - $ - $ - $ 7 4,200.00 $ 176 STONE BLOCK BENCH (18x18x48) EACH $1,200.00 9 10,800.00 $ - $ - $ - $ - $ - $ - $ 9 10,800.00 $ 177 S.S. HANDRAIL - STAIRS LF $150.00 - $ - $ - $ - $ - $ - $ - $ 9 $1,350 9 1,350.00 $ 178 GALV. HANDRAIL - STAIRS LF $90.00 - $ - $ - $ - $ - $ - $ 12 1,080.00 $ 12 1,080.00 $ 179 SANDBLASTED AND STAINED GRAPHICS SF $250.00 30 7,500.00 $ - $ - $ - $ - $ - $ - $ 30 7,500.00 $ 180 ENTRY MONUMENT SIGN EXCELSIOR EACH $25,000.00 1 25,000.00 $ - $ - $ - $ - $ - $ - $ 1 25,000.00 $ 181 KIOSK EACH $7,500.00 2 15,000.00 $ - $ - $ - $ - $ - $ - $ 2 15,000.00 $ 182 ART DISPLAY KIOSK EACH $5,500.00 4 22,000.00 $ - $ - $ - $ - $ - $ - $ 4 22,000.00 $ 1/11/2017, 12:11 PM Engineer's Estimate Bolton & Menk, Inc.Page 3 of 4 ENGINEER'S ESTIMATE City of Hopkins 8th Avenue Artery, Excelsior Trail, 2nd St S, and 8th Ave Cycle Track Improvements DATE: 1/11/2017 ITEM NO. ITEM NOTES UNIT UNIT PRICE QTY COST QTY COST QTY COST QTY COST QTY COST QTY COST QTY COST QTY COST QTY COST THREE RIVERS PARK DIST. MOLINE TOTAL CITY - GENERAL / GRANTS 8TH: EXCELSIOR TO MAINSTREET 2ND ST S: 8TH TO 5TH EXCELSIOR: 8TH TO 9TH CITY - STORM CITY - WATER CITY - SANITARY 183 ART STREET PEDESTAL EACH $750.00 2 1,500.00 $ - $ - $ - $ - $ - $ - $ 2 1,500.00 $ 184 GREEN INFRASTRUCTURE SIGN EACH $1,200.00 2 2,400.00 $ - $ - $ - $ - $ - $ - $ 2 2,400.00 $ 185 CYCLE TRACK LANE DIVIDER EACH $75.00 - $ - $ - $ - $ - $ - $ 75 5,625.00 $ 75 5,625.00 $ 186 TRAFFIC BOLLARDS EACH $2,000.00 3 6,000.00 $ - $ - $ - $ - $ - $ - $ 3 6,000.00 $ 186 SCREEN FENCE (METAL WORK AND CONCRETE) LF $250.00 140 35,000.00 $ - $ - $ - $ - $ - $ - $ 140 35,000.00 $ 186 TRELLIS (DOES NOT INCLUDE SCREEN FENCE PORTION) LS $30,000.00 1 30,000.00 $ - $ - $ - $ - $ - $ - $ 1 30,000.00 $ 186 GARDEN LIVE WALL LS $5,000.00 1 5,000.00 $ - $ - $ - $ - $ - $ - $ 1 5,000.00 $ 186 CYCLE TRACK SIGN PANEL EA $250.00 12 3,000.00 $ - $ - $ - $ - $ - $ - $ 12 3,000.00 $ 187 WOOD SCREEN FENCE - DUMPSTER LF $30.00 25 750.00 $ - $ - $ - $ - $ - $ - $ 25 750.00 $ ESTIMATED CONSTRUCTION COST 2,074,883.50 $ 435,535.00 $ 57,650.00 $ 279,963.00 $ 94,778.00 $ 348,152.00 $ 445,775.00 $ 56,911.50 $ 3,793,648.00 $ 1/11/2017, 12:11 PM Engineer's Estimate Bolton & Menk, Inc.Page 4 of 4 CITY OF HOPKINS HENNEPIN COUNTY, MINNESOTA RESOLUTION NO. 2017-006 RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND AUTHORIZING ADVERTISEMENT FOR BIDS 8th AVENUE RECONSTRUCTION (ARTERY PROJECT) PROJECT NO. 2014-09 WHEREAS, pursuant to a resolution of the City Council adopted the 15th day of September 2015, plans and specifications were developed for improvements along County State Aid Highway 3 (Excelsior Boulevard), 8th Avenue South, and 2nd Street South, including pavement, curbing, sidewalk, trail, cycle track, signage, drainage, water, sanitary sewer, and lighting improvements and all necessary appurtenances, and WHEREAS, plans and specifications for City Project No. 2014-09 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 Finance and Commerce an advertisement for bids upon the making of such improvement under such approved plans and specifications. The advertisement shall be published three times, 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 15th day of February, 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 February 21, 2017 meeting in the Council Chambers. Adopted by the City Council of the City of Hopkins, Minnesota, this 17th day of January, 2017. By_______________________________ Molly Cummings, Mayor ATTEST: _________________________________ Amy Domeier, City Clerk