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Home My WebLink About25. 17-487 SEPTEMBER 26, 2017 17-487 RESOLUTION (CARRIED 7-0 LOST LAID OVER WITHDRAWN ) PURPOSE: AWARD CONTRACT NO. 17-14 TO VINTON CONSTRUCTION FOR CONSTRUCTION OF RIVERWALK WEST OF OREGON STREET ($1,480,538.50) INITIATED BY: COMMUNITY DEVELOPMENT WHEREAS, the City of Oshkosh has heretofore advertised for bids for construction of a bike/pedestrian riverwalk on the south side of the Fox River, West of Oregon Street; and WHEREAS, upon the opening and tabulation of bids it appears that the following is the most advantageous bid: Vinton Construction PO BOX 1987 Manitowoc, WI 54221-1987 TOTAL BASE BID $ 373,697.00 ALTERNATE 1 $ 196,382.50 ALTERNATE 2 $ 822,235.00 ALTERNATE 3 $ 88,224.00 TOTAL BID $1,480,538.50 NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that said bid is hereby accepted and the proper City officials are hereby authorized and directed to enter into an appropriate agreement for the purpose of same, all according to plans, specifications, and bid on file. Money for this purpose is hereby appropriated from: Acct. No. 534-1040-7216-07710 TID #20 South Shore Redevelopment Acct. No. 536-1040-7216-07710 TID #21 Fox River Corridor Project MME TO: Honorable Mayor and Members of the Common Council FROM: Allen Davis, Community Development Director DATE: September 21, 2017 RE: Award Contract No. 17-14 to Vinton Construction for Construction of Riverwalk West of Oregon Street ($1,480,538.50) BACKGROUND Earlier this year, the City obtained about $800,000 in grant funds from the Wisconsin Department of Natural Resources for the construction of the Riverwalk west of the Oregon Street bridge, through the Morgan District, as far west to the Boatworks as possible. Last year, the City had the seawall constructed west of the bridge in preparation for this next phase. The favorable bid contained in the proposed construction contract would allow the City to complete the Riverwalk through the Morgan District, under budget and ahead of schedule. ANALYSIS The City obtained the riverwalk easement through the Morgan District with the plan to build the riverwalk from the Boatworks east to the Dockside. This construction project was planned to extend the riverwalk from Oregon Street to the lagoon in 2017. The plan was then to build the last section to the riverwalk around the lagoon to the Boatworks in 2018-2019. The City bid the project with a base bid, and alternate bids 1, 2 and 3 that stretched from Oregon Street to the Boatworks bridges. The bid indicates that it is possible to complete the last riverwalk segment through the Morgan District, a few years ahead of schedule due to the very favorable bid. The total scope of the project would expand from what originally was planned since the contractor can complete the project well under the 2017/2018 CIP budgets. The 2017 CIP budget of $1,500,000 and proposed 2018 CIP budget of $1,650,000 for this section of riverwalk totals $3,150,000 over the two years. The proposed construction bid, and additional construction costs including the purchase of lights, bollards and benches, landfill tipping fees, and an expanded engineering scope will total approximately $2,060,000, about $1,000,000 dollars under the two year budget. City Hall, 215 Church Avenue P.O. Box 1130 Oshkosh, WI 54903-1130 920.236.5000 http://www.ci.oshkosh.wi.us Construction would start in the fall of 2017 and finish in 2018, thereby connecting the Boatworks with Oregon Street, ahead of schedule. Additional grant funding for 2018 is unlikely due to the low bid and remaining reimbursable expenses. This then would allow staff to begin working on the Pioneer Drive portion of the riverwalk next, west of the CN railroad tracks. FISCAL IMPACT The City funding for the project comes from the 2017 CIP (as amended earlier). In addition to the WisDNR grant funds, the City's share of the funding will be paid from the cash balances set aside in TIDs #20 and #21. RECOMMENDATION The Council awards the bid for construction west of Oregon Street to Vinton Construction for $1,480,538.50. Submitted, Allen Davis Community Development Director Approved: ctct� j�• Mark A. Rohloff City Manager City Hall, 215 Church Avenue P.O. Box 1130 Oshkosh, WI 54903-1130 920.236.5000 http://www.ci.oshkosh.wi.us Section Title TOTAL BASE TOTAL BASE Contract 17-14 South Shore West (JeldWen Property) Segment Riverwalk Construction Project (#5323067) Owner: City of Oshkosh, WI Solicitor: AECOM 09/19/2017 10:00 AM CDT BID Section 2: Undistributed Electrical Items $196,382.50 $222,750.00 $33,150.00 Vinton Construction Company Janke General Contractors Michels Foundations Item Code Item Descri tion U of M Quantity Unit Price Extension Unit Price Extension Division of Michaels Cor Unit Price Extension BID Section 1: Base Bid - Riverwalk (STA 12+00 to 18+97) Linear Feet 500 $5.00 $2,500.00 $340,547.00 $4,875.00 $372,685.00 $2,595.00 $403,756.00 1 Mobilization/bond/insurance; complete asspecified Lump Sum 1 $67,000.00 $67,000.00 $28,000.00 $28,000.00 $44,000.00 $44,000.00 2 Erosion control/turbidity curtain; complete asspecified Lump Sum 1 $10,160.00 $10,160.00 $9,000.00 $9,000.00 $19,600.00 $19,600.00 $790.00 Demolition/site preparation/grading/clearing and grubbing; complete as $623.00 $2,492.00 10.6 Electrical: Communication vault; 30" x 48"; complete asspecified Each 2 $1,500.00 $3,000.00 $2,500.00 $5,000.00 3 s ecified Lump Sum 1 $16,500.00 $16,500.00 $10,000.00 $10,000.00 $8,400.00 $8,400.00 4 Manhole/storm sewer/outfall installation/ri ra ; complete asspecified Each 1 $15,100.00 $15,100.00 $20,000.00 $20,000.00 $24,300.00 $24,300.00 1 Rip -rap bank protection; including coir logs; extra heavy and light -sized rip - $10,000.00 $17,060.00 $17,060.00 $10,380.00 $10,380.00 10.8 Light ole foundation; complete asspecified Each 2 $1,500.00 5 rap adjacent to Oregon Street bridge; complete asspecified Lump Sum 1 $9,978.00 $9,978.00 $9,000.00 $9,000.00 $17,000.00 $17,000.00 Alternate 1 - Load; transport; and install 1 1/4" dense aggregate (City Riverwalk path construction; includes 7" concrete and #4 epoxy -coated rebar; 10.9 com tete asspecified 1 Each 2 $500.00 $1,000.00 $993.00 $1,986.00 $519.00 $1,038.00 bollard thickened base and light pole concrete slab -install subgrade fabric and $10,725.00 $10.00 $15,000.00 $10.50 $15,750.00 Alternate 1 - Natural bank shoreline protection; including coir logs; light rip - 6 eo rid; complete asspecified Lump Sum 1 $72,935.00 $72,935.00 $78,000.00 $78,000.00 $89,700.00 $89,700.00 6.1 Excavation/load/transport excavated spoils; complete ass ecifiedTons 2500 $0.01 $25.00 $17.00 $42500.00 , $955 . $23,875.00 Load; transport; and install 1 1/4" dense aggregate (City supplied); complete 6.2 asspecified Tons 3000 $6.70 $20,100.00 $10.00 $30,000.00 $10.38 $31,140.00 Electrical materials; labor; and equipment; including light pole foundations; 7 complete asspecified Lump Sum 1 $82,900.00 $82,900.00 $92,000.00 $92,000.00 $86,051.00 $86,051.00 8 Restoration/landscaping; complete asspecified Lump Sum 1 $9,800.00$9,800.00 $14,185.00 $14,185.00 $28,550.00 $28,550.00 9 hain-lin Ck security fence Sta. 0+50 - 12+00; complete as specified Lum Sum 1 $36,049.00 $36,049.00 $40,000.00 $40,000.00 $31,140.00 $31,140.00 BID Section 2: Undistributed Electrical Items $196,382.50 $222,750.00 $33,150.00 Al -01 $52,231.00 Lump Sum $34,419.00 10.1 Electrical: l" SCH 40 PVC conduit; complete as specified Linear Feet 1000 $4.00 $4,000.00 $6.30 $6,300.00 $4.15 $4,150.00 10.2 Electrical: 2" SCH 40 PVC conduit: complete asspecified Linear Feet 500 $5.00 $2,500.00 $9.75 $4,875.00 $5.19 $2,595.00 10.3 Electrical: 3" SCH 40 PVC conduit; complete asspecified Linear Feet 1000 $6.00 $6,000.00 $9.60 $9,600.00 $6.23 $6,230.00 10.4 Electrical: 12 gauge black coating tracer wire; complete asspecified Linear Feet 2500 $0.50 $1,250.00 $0.50 $1,250.00 $0.52 $1,300.00 10.5 Electrical: Pull box steel; 24" diameter 36'; complete asspecified Each 4 $600.00 $2,400.00 $790.00 $3,160.00 $623.00 $2,492.00 10.6 Electrical: Communication vault; 30" x 48"; complete asspecified Each 2 $1,500.00 $3,000.00 $2,500.00 $5,000.00 $1,560.00 $3,120.00 Lighting control cabinet - WDOT Type 3688 with concrete base/conduits; coated rebar; bollard thickened base and light pole concrete slab -install including cabinet contents; meter breaker pedestal; and grounding; complete Al -05 sub rade fabric and eo rid; complete ass ecifie Lump Sum 1 10.7 asspecified Each 1 $10,000.00 $10,000.00 $17,060.00 $17,060.00 $10,380.00 $10,380.00 10.8 Light ole foundation; complete asspecified Each 2 $1,500.00 $3,000.00 $1,500.00 $3,000.00 $1,557.00 $3,114.00 Light pole/luminary/bollard transportation; assembly; and installation; $9,142.50 $17.00 $19.550.00 $14.91 $17,146.50 Alternate 1 - Load; transport; and install 1 1/4" dense aggregate (City 10.9 com tete asspecified 1 Each 2 $500.00 $1,000.00 $993.00 $1,986.00 $519.00 $1,038.00 TOTAL BASE BID SECTIONS 1 & 2 TOTAL BID! $373,697.00 $424,916.00 $438,175.00 ection 3: Alternate 1 - Riverwalk (STA 9+00 to 12+00) $196,382.50 $222,750.00 $241,946.50 Al -01 Alternate 1 - Mobilization/bond/insurance; complete asspecified Lump Sum 1 $22,500.00 $22,500.00 $10,700.00 $10,700.00 $30,050.00 $30,050.00 Al -02 Alternate 1 - Erosion control/turbidity curtain; complete asspecified Lump Sum 1 $21,700.00 $21,700.00 $11,500.00 $11,500.00 $22,700.00 $22,700.00 Alternate l - Demolition/site preparation/grading/clearing and grubbing; Al -03 complete as specified Lump Sum 1 $8,500.00 $8,500.00 $8,000.00 $8,000.00 $8,400.00 $8,400,00 Alternate 1 - Manhole/storm sewer/outfall installation/rip-rap; complete as Al -04 specified Each 2 $16,400.00 $32,800.00 $21,000.00 $42 000.00 $22,502.00 $45,004.00 Alternate 1 - Riverwalk path construction; includes 7" concrete and #4 epoxy - coated rebar; bollard thickened base and light pole concrete slab -install Al -05 sub rade fabric and eo rid; complete ass ecifie Lump Sum 1 $39,528.00 $39,528.00 $40,000.00 $40,000.00 $46,200.00 $46,200.00 Alternate 1 - Excavation/load/transport excavated spoils; complete as Al -05.1 specified Tons 1150 $7.95 $9,142.50 $17.00 $19.550.00 $14.91 $17,146.50 Alternate 1 - Load; transport; and install 1 1/4" dense aggregate (City A1-05.2 supplied); complete as specified Tons 1500 $7.15 $10,725.00 $10.00 $15,000.00 $10.50 $15,750.00 Alternate 1 - Natural bank shoreline protection; including coir logs; light rip - A1 -06 rap; and bedding stone; complete asspecified LurnD Sum 1 $17,337.00 $17,337.00 $22,000.00 $22,000.00 $13,650.00 $13,650.00 TOTAL BID E TOTAL BID E Al -07 Alternate 1 - electrical materials; labor; and equipment; including light pole foundations; complete asspecified I Lump Sum 1 $25,500.00 $25,500.00 $46 500.00 $46,500.00 $26,775.00 $26,775.00 Al -08 jAlternate, 1 - Restoration/landscaping; complete asspecified I Lump Sum 1 $8,650.00 $8,650.00 1 $7,500.00 $7,500.00 $16,271.00 $16,271.00 ection 4: Alternate 2 - Riverwalk (STA 0+55 to 9+00) $822,235.00 $424,916.00 $756,185.00 TOTAL ALTERNATE 1 $876,794.00 A2-01 Alternate 2 - Mobilization/bond/insurance; complete asspecified Lump Sum 1 $42,000.00 $42,000.00 $39,500.00 $39,500.00 $46,400.00 $46,400.00 A2-02 Alternate 2 - Erosion control/turbidity curtain; complete asspecified Lump Sum 1 $21,700.00 $21,700.00 $19,500.00 $19,500.00 $31,200.00 $31,200.00 Alternate 2 - Demolition/site preparation/clearing and grubbing; complete as A2-03 specified Lump Sum 1 $29,597.00 $29,597.00 $14,000.00 $14,000.00 $73,800.00 $73,800.00 Alternate 2 - Manhole/storm sewer/outfall installation/rip-rap; complete as A2-04 specified Each 3 $16,966.00 $50,898.00 $22,000.00 $66,000.00 $18,952.00 $56,856.00 A3-04 Alternate 2 - Riverwalk path construction; includes 7" concrete and #4 epoxy - Lump Sum 1 $13,661.00 $13,661.00 $14,160.00 $14,160.00 $21,120.00 $21,120.00 coated rebar; bollard thickened base and light pole concrete slab -install A2-05 sub rade fabric and eo rid; complete ass ecifie Lump Sum 1 $71,615.00 $71,615.00 $67,000.00 $67,000.00 $77,550.00 $77,550.00 Alternate 2 - Excavation/load/transport excavated spoils; complete as A2-05.1 specified Tons 2500 $7.95 $19,875.00 $17.00 $42,500.00 $17.07 $42,675.00 Alternate 2 - Load; transport; and install 1 1/4" dense aggregate (City A2-05.2 supplied); complete asspecified Tons 3500 $8.50 $29,750.00 $9.00 $31,500.00 $10.54 $36,890.00 A3-06 Alternate 2 - Rip -rap shore protection; including coir logs; complete as Lump Sum 1 1 $1,250.00 $1,250.00 $4,100.00 $4,100.00 $7,400.00 $7,400.00 A2-06 specified Lump Sum 1 $56,500.00 $56,500.00 $48,500.00 $48,500.00 $44,253.00 $44,253.00 A3-07 Alternate 2 - Natural bank shore protection; including coir logs and rip -rap; Lump Sum 1 $20,000.00 $20,000.00 $9,000.00 $9,000.00 $30,200.00 $30,200.00 A2-07 complete asspecified Lump Sum 1 $22,600.00 $22,600.00 $17,785.00 $17,785.00 $16,860.00 $16,860.00 A3-08 Alternate 2 - Riverwalkboardwalk and retaining wall and footing construction; Lump Sum 1 $9,400.00 $9,400.00 $15,000.00 $15,000.00 $14,500.00 $14,500.00 A2-08 complete asspecified Lump Sum 1 $260,000.00 $260,000.00 $169,000.00 $169,000.00 $207,400.00 $207,400.00 A3-09 Alternate 2 - WDOT Type 3688 light control cabinet with concrete Lump Sum 1 $4,100.00 $4,100.00 $8,700.00 $8,700.00 $15,311.00 $15,311.00 base/conduits; including cabinet contents; meter breaker pedestal; and A2-09 groundin Electrical materials; labor; and equipment; includin Lum Sum 1 $198,200.00 $198,200.00 $227,000.00 $227,000.00 $219,200.00 $219,200.00 A2-10 Alternate 2 - Restorationllandsca in ;com tete ass ecified Lum Sum 1 $19,500.00 $19,500.00 $13,900.00 $13,900.00 $23,710.00 $23,710.00 ection 5: Alternate 3 - Riverwalk (STA 0+50 to 0+55) $88,224.00 $424,916.00 $98,860.00 TOTAL ALTERNATE 1 $185,201.00 A3-01 Alternate 3 - Mobilization/bond/insurance; complete asspecified Lump Sum 1 $14,800.00 $14,800.00 $10,700.00 $10,700.00 $38,500.00 $38,500.00 A3-02 Alternate 3 - Erosion control/turbidity curtain; complete asspecified Lump Sum 1 $2,225.00 $2,225.00 $5,400.00 $5,400.00 $9,500.00 $9,500.00 Alternate 3 - Demolition/site preparation/clearing and grubbing; complete as A3-03 specified Lump Sum 1 $3,628.00 $3,628.00 $6,900.00 $6,900.00 $24,300.00 $24,300.00 Alternate 3 - Riverwalk path construction; includes 7" concrete and #4 epoxy - coated rebar; bollard thickened base and light pole concrete slab -install A3-04 sub rade fabric and eo rid; complete ass ecifie Lump Sum 1 $13,661.00 $13,661.00 $14,160.00 $14,160.00 $21,120.00 $21,120.00 Alternate 3 - Excavation/load/transport excavated spoils; complete as A3-04.1 specified Tons 200 $7.95 $1,590.00 $19.00 $3,800.00 $17.11 $3,422.00 Alternate 3 - Load; transport; and install 1 1/4" dense aggregate (City A3-04.2 supplied); complete asspecified Tons 800 $7.15 $5,720.00 $12.00 $9,600.00 $10.56 $8,448.00 Alternate 3 - Electrical materials; labor; and equipment; including light pole A3-05 foundations; complete asspecified Lum Sum 1 $11,850.00 $11,850.00 $11,500.00 $11,500.00 $12,500,00 1 $12,500.00 A3-06 Alternate 3 - Restoration/landscaping; complete asspecified Lump Sum 1 1 $1,250.00 $1,250.00 $4,100.00 $4,100.00 $7,400.00 $7,400.00 Alternate 3 - Wing wall attached to Boatworks bridge abutment; including A3-07 timberpile; complete as specified Lump Sum 1 $20,000.00 $20,000.00 $9,000.00 $9,000.00 $30,200.00 $30,200.00 Alternate 3 - Protect; disassemble; and relocate existing railroad portal; A3-08 complete asspecified Lump Sum 1 $9,400.00 $9,400.00 $15,000.00 $15,000.00 $14,500.00 $14,500.00 Alternate 3 - Rip -rap shore protection; including coir logs; complete as A3-09 ispecified Lump Sum 1 $4,100.00 $4,100.00 $8,700.00 $8,700.00 $15,311.00 $15,311.00 TOTAL BASE BID SECTIONS 1 & 2 $373,697.00 $424,916.00 $438,175.00 TOTAL ALTERNATE 1 $196,382.50 $222,750.00 $241,946.50 TOTAL ALTERNATE 2 $822,235.00 $756,185.00 $876,794.00 TOTAL ALTERNATE 3 $88,224.00 $98,860.00 $185,201.00 $1,480,538.50 $1,502,711.00 $1,742,116.50 iTii*Lqil:T �J1\ /t7!1! 40 '•. 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