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Home My WebLink AboutItem 06.eMarch 12, 2010 Item No. t�_ MARCH 15, 2010 CITY COUNCIL AGENDA ITEM APPROVE PLANS AND SPECIFICATIONS AND SET BID DATE 2010 MISCELLANEOUS ROADWA Y REPAIRS AND OVERLA YS CITY IMPRO VEMENT PROJECT 10-01 Proposed Action Staff recommends adoption of the following motion: Motion to approve the final Plans and Specifications and the Notice to Bidders with a bid date set for Tuesday, April 13, 2010 at 2:00 p.m. for 2010 Miscellaneous Roadway Repairs and Overlays, City Improvement Project 10-01. Overview In accordance with the City's Pavement Management Program and the approved 2008-2012 Capital Improvement Plan, the Engineering Department has completed Plans and Specifications for the above -referenced improvements. The project consists of miscellaneous roadway repairs (patching) and the mill and overlay of 165th St. (Ipava Avenue to Highview Avenue), Griffon Trail (Highview Avenue to Grinnell Avenue), Kenrick Avenue (210th Street to 205th Street) and Ipava Avenue (175th Street to 165th Street). The addition of Ipava Avenue is a result of severe winter conditions. 165th Street and Griffon Trail are included as a bid alternate; if a Jobs Bill (similar to last year's ARRA funding) that includes funding for local infrastructure is approved in the next few weeks, staff will submit this roadway for federal stimulus funding and recommend deletion from the contract. The miscellaneous roadway repairs and overlays are estimated at $1,036,693.50; the 2010 Public Works Reserve Fund budgeted $986,391. A copy of the Plans are on file and available for review in the Engineering Department. If bids are above the estimate, 165th Street and Griffon Trail can be deleted from the contract to keep the project within budget. Attached is a resolution approving the final Plans and Specifications and the Notice to Bidders. Advertisement will occur in the Construction 8011etin on March 22 and April 5, 2010 and in the Dakota County Tribune on March 19, 2010. Primary Issues to Consider None. Supporting Information • Notice to Bidders • Engineer's Estimate Keith H. Nelson, City Engineer Financial Impact: $1,036,693.50 Budgeted: Y/N Y Source: Public Works Reserve Fund Related Documents (CIP, ERP, etc.): Notes: CITY OF LAKEVILLE RESOLUTION NO. RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND SET BID DATE FOR 2010 MISCELLANEOUS ROADWA Y REPAIRS AND OVERLA YS CITY IMPRO VEMENT PROJECT 10-01 WHEREAS, the Engineering Department prepared Plans and Specifications for 2010 Miscellaneous Roadway Repairs and Overlays (City Improvement Project 10-01) in accordance with the City's Pavement Management Program and 2008-2012 Capital Improvement Plan; NOW, THEREFORE, LET IT BE RESOLVED by the City Council of the City of Lakeville, Minnesota: That the Plans and Specifications for Improvement Project No. 10-01 are hereby approved by the City Council of the City of Lakeville, Minnesota. BE IT FURTHER RESOLVED, that bids will be advertised as required and opened at 2:00 p.m. on Tuesday, April 13, 2010 at City Hall, 20195 Holyoke Avenue, Lakeville, Minnesota. APPROVED AND ADOPTED this 15th day of March, 2010. CITY OF LAKEVILLE Holly Dahl, Mayor ATTEST: Charlene Friedges, City Clerk NOTICE TO BIDDERS 2010 MISCELLANEOUS ROADWAY REPAIRS AND OVERLAYS CITY OF LAKEVILLE IMPROVEMENT PROJECT NO. 10-01 OWNER ... The City of Lakeville, Minnesota hereby gives notice that sealed bids will be received for the construction of Improvement Project No. 10-01. TIME ... Sealed bids will be received until 2:00 p.m., Local Time, on Tuesday, April 13, 2010, in the office of the City Clerk, 20195 Holyoke Avenue, Lakeville, Minnesota 55044. PROJECT DESCRIPTION... The work involves pavement repair. The work includes the following approximate quantities of principal construction items: QUANTITY UNIT ITEM 357 CY Sub rade Excavation 76,513 SY Bituminous Surface Mill 13,946 TON Bituminous Base and Wearing Course(Patching & Surfacing) 93 EA Pedestrian Curb Ram 193 LF Concrete Curb and Gutter BIDDING DOCUMENTS... The bidding Documents are on file for inspection at the office of the City Engineer, 20195 Holyoke Avenue, Lakeville, Minnesota 55044. Copies of the Bidding Documents may be obtained from the office of the City Engineer. A $35.00 payment for each set of Bidding Documents is required. There will be no refund on the deposits. BID SECURITY... Bid security in the amount of not less than 5% of the Bid shall accompany each Bid in accordance with the Instruction to Bidders. CONTRACT SECURITY...The Bidder to whom a Contract is awarded shall be required to furnish both a Performance Bond and a Payment Bond acceptable to OWNER for 100% of the Contract Price for each of the above Bonds, in accordance with the requirements of the Contract Documents. BID REJECTION/ACCEPTANCE... OWNER reserves the right to reject any and all Bids, waive any informalities in bidding or to accept the Bid or Bids, which best serve the interests of the OWNER. BID WITHDRAWAL...No bid shall be withdrawn for a period of 60 days after the scheduled opening of the Bids without the consent of the OWNER. Published by the authority of the City of Lakeville, Minnesota. By: Charlene Friedges, City Clerk Date: March 15, 2010 Published in the Construction Bulletin on March 22 and April 5, 2010 Published in the Lakeville Life and rimes on March 18, 2010 ENGINEERS ESTIMATE 3 -Mar -10 2010 MISCELLANEOUS ROADWAY REPAIRS AND OVERLAYS, DISTRICT 2A1 CITY IMPROVEMENT PROJECT 10-01 The bidder agrees to perform all work described in the Contract Documents for the following unit prices or lump sum. SCHEDULE A• Ipava Avenue from North side of 165th Street to 365' North of 175th Street ITEM QUANTITY UNIT PRICE EXTENSION 2" BITUMINOUS SURFACE MILL' 22,014 SY REMOVE BITUMINOUS PAVEMENT 366 SY SAWING BITUMINOUS PAVEMENT (FULL DEPTH)' 209 LF TYPE MVWE 350358 WEARING COURSE' 1,866 TON TYPE LVNW 35030B NON -WEARING BASE COURSE' 1,887 TON PEDESTRIAN CURB RAMP 24 EA MILL BITUMINOUS STEP JOINT` 1,130 LF CASTING AND RING ADJUSTMENT 6 EA CASTING ADJUSTMENT AND RING REPLACEMENT 2 EA ADJUST VALVE BOX 6 EA PAVEMENT MESSAGE - RIGHT ARROW 2 EA PAVEMENT MESSAGE - LEFT 18 EA CROSSWALK MARKING- ZEBRA STRIPS 277 SF 24" SOLID WHITE STOP BAR 25 LF 4" SOLID LINE WHITE - PAINT 2,349 LF 4" SOLID LINE YELLOW - PAINT 1,177 LF 4" DOUBLE SOLID LINE YELLOW - PAINT 810 LF SCHEDULE B: Repairs Inside District 2A1 ITEM QUANTITY UNIT PRICE EXTENSION REMOVE CURB & GUTTER (ALL TYPES)' 143 LF REMOVE BITUMINOUS PAVEMENT' 1,577 SY SAWING BITUMINOUS PAVEMENT (FULL DEPTH)' 2,256 LF SUBGRADE EXCAVATION (EV) (PATCHING) 51 CY AGGREGATE BASE, CLASS 5 (PATCHING) 97 TON FOUNDATION MATERIAL (3" MINUS) 72 TON MILL BITUMINOUS STEP JOINT 2,221 LF TYPE MVWE 35035B WEARING COURSE (PATCHING)' 134 TON TYPE MVWE 45035B WEARING COURSE (DRIVEWAY)' 2 TON TYPE LVNW 35030B NON -WEARING BASE COURSE (PATCHING)` 179 TON CONCRETE CURB & GUTTER (ALL TYPES)' 143 LF CASTING AND RING ADJUSTMENT 1 EA CASTING ADJUSTMENT AND RING REPLACEMENT 1 EA ADJUST VALVE BOX 2 EA REPAIR IRRIGATION SYSTEM 2 EA SCHEDULE C: Citywide Roadway Repairs ITEM QUANTITY UNIT PRICE EXTENSION REMOVE CURB & GUTTER (ALL TYPES)' 50 LF REMOVE BITUMINOUS PAVEMENT' 2,800 SY SAWING BITUMINOUS PAVEMENT (FULL DEPTH)' 3,403 LF SUBGRADE EXCAVATION (EV) (PATCHING) 156 CY AGGREGATE BASE, CLASS 5 (PATCHING) 147 TON FOUNDATION MATERIAL (3" MINUS) 109 TON MILL BITUMINOUS STEP JOINT' 3,403 LF TYPE MVWE 35035B WEARING COURSE (PATCHING)' 238 TON TYPE LVNW 35030B NON -WEARING BASE COURSE (PATCHING)- 317 TON CONCRETE WALK' 484 SF CONCRETE CURB & GUTTER (ALL TYPES)' 50 LF CONCRETE DRIVEWAY (HIGH -EARLY)' 265 SF CASTING AND RING ADJUSTMENT 4 EA CASTING ADJUSTMENT AND RING REPLACEMENT 1 EA ADJUST VALVE BOX 5 EA REPAIR IRRIGATION SYSTEM 2 EA SCHEDULE D: Kenrick Avenue form 335' North of 205th Street to 750' Norht of CR 70 Mill and Overlay ITEM QUANTITY UNIT PRICE EXTENSION 3" BITUMINOUS SURFACE MILL' 7,545 SY MILL BITUMINOUS STEP JOINT' 132 LF TYPE MVWE 35035B WEARING COURSE 640 TON TYPE LVNW 35030B NON -WEARING BASE COURSE' 640 TON AGGREGATE SHOULDERING CLASS 2' 270 TON PEDESTRIAN CURB RAMP 2 EA PAVEMENT MESSAGE - RIGHT ARROW 6 EA CROSSWALK MARKING- ZEBRA STRIPS 343 SF 24" SOLID WHITE STOP BAR 45 LF 4" SOLID LINE YELLOW - PAINT 550 LF 4" BROKEN LINE YELLOW - PAINT 3,090 LF 4" SOLID LINE WHITE - PAINT 5,515 LF 4" DOUBLE SOLID LINE YELLOW - PAINT 325 LF SCHEDULE E• Bid Alternate A 165th Street - 600' East of Ipava Avenue to Hiahview Avenue Mill and Overlay ITEM QUANTITY UNIT PRICE EXTENSION 2" BITUMINOUS SURFACE MILL' 24,547 SY MILL BITUMINOUS STEP JOINT' 1,443 LF TYPE MVWE 35035B WEARING COURSE' 2,081 TON TYPE LVNW 35030B NON -WEARING BASE COURSE' 2,081 TON PEDESTRIAN CURB RAMP 31 EA CASTING AND RING ADJUSTMENT 6 EA CASTING ADJUSTMENT AND RING REPLACEMENT 3 EA ADJUST VALVE BOX 11 EA PAVEMENT MESSAGE - RIGHT ARROW 2 EA PAVEMENT MESSAGE - LEFT/STRAIGHT ARROW 2 EA CROSSWALK MARKING- ZEBRA STRIPS 686 SF 24" SOLID WHITE STOP BAR 26 LF 4" SOLID LINE WHITE - PAINT 10,662 LF 4" DOUBLE SOLID LINE YELLOW - PAINT 4,916 LF SCHEDULE E• Bid Alternate A Griffon Avenue from Hiahview, Avenue to Grinnell Avenue Mill and Overlay ITEM QUANTITY UNIT PRICE EXTENSION 2" BITUMINOUS SURFACE MILL' 22,407 SY $ 070 $ 15,684.90 REMOVE BITUMINOUS PAVEMENT' 318 SY $ 3.70 $ 1,176.23 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)' 350 LF $ 2.00 $ 699.60 MILL BITUMINOUS STEP JOINT' 1,769 LF $ 2.15 $ 3,802.92 SUBGRADE EXCAVATION (EV) (PATCHING) 150 CY $ 13.50 $ 2,025.00 AGGREGATE BASE, CLASS 5 (PATCHING) 147 TON $ 22.50 $ 3,30750 FOUNDATION MATERIAL (3" MINUS) 156 TON $ 28.00 $ 4,368.00 TYPE MVWE 35035B WEARING COURSE 1,899 TON $ 5200 $ 98,748.00 TYPE LVNW 35030B NON -WEARING BASE COURSE 1,899 TON $ 50.00 $ 94,950 00 TYPE LVNW 35030B NON -WEARING BASE COURSE (PATCHING) 83 TON $ 100.00 $ 8,300.00 PEDESTRIAN CURB RAMP 36 EA $ 1,000.00 $ 36,000.00 CASTING AND RING ADJUSTMENT 15 EA $ 300.00 $ 4,50000 CASTING ADJUSTMENT AND RING REPLACEMENT 3 EA $ 400.00 $ 1,200 00 ADJUST VALVE BOX 10 EA $ 150.00 $ 1,500.00 PAVEMENT MESSAGE - RIGHT ARROW 1 EA $ 45.00 $ 4500 PAVEMENT MESSAGE - LEFT/STRAIGHT ARROW 1 EA $ 45.00 $ 4500 4" SOLID LINE WHITE - PAINT 8,522 LF $ 0.20 $ 1,704.40 4" DOUBLE SOLID LINE YELLOW - PAINT 4,102 LF $ 0.33 $ SCHEDULE E: $ 1,353.66 279,410.21 SCHEDULE A. Ipava Ave from North of 165th St to 365' North of 175th St. - Subtotal $ 240,987.79 SCHEDULE B- Repairs Inside District 2A1 - Subtotal $ 58,434.53 SCHEDULE C. Citywide Roadway Repairs- Subtotal $ 99,496.21 SCHEDULED Kenrick Ave from 335' North of 205th St to 750' North of CR 70 Mill and Overlay -Subtotal 85.1 . 5 TOTAL: $ 484,047.58 SCHEDULE E: 165th Stret 600' East of Ipava to Highview Avenue Mill and Overlay -Subtotal $ 273,235 71 SCHEDULE E: Griffon Trail From Highview Avenue to Grinnel Avenue Mill and Overlay -Subtotal $ 279.41 21 GRAND TOTAL: I$ 552,645.92 Total $ 1,036,693.50