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HomeMy WebLinkAboutItem 06.jf April 14, 2010 Item No. APRIL 19, 2010 CITY COUNCIL AGENDA ITEM RECEIVE BIDS AND AWARD CONTRACT 2010 MISCELLANEOUS ROADWA Y REPAIRS AND OVERLA YS CITYIMPROVEMENT PROJECT NO. 10-01 Proposed Action Staff recommends adoption of the following motion: Move to award the contract for City Improvement Project No. 10-01 to GMH Asphalt Corporation with a bid in the amount of $840,320.15. Overview At its March 15, 2010 meeting, the Lakeville City Council approved plans and specifications for 2010 Roadway Repairs and Overlays, City Improvement Project No. 10-01. On Tuesday, April 13 2010 at 2:00 p.m. the City received eight bids for City Improvement Project No. 10-01. The bids ranged from a low base bid of $622,170.55 submitted by GMH Asphalt Corporation to a high base bid of $769,831.95. Including the alternate bid for 165th Street, the bids ranged from a low base bid plus alternate bid of $840,320.15, also submitted by GMH Asphalt Corporation to a high bid of $1,026,628.65. With bids well below the engineer's estimate of $1,029,041.00, staff is recommending award of contract for both the base and alternate bid. Primary Issues to Consider Could the City postpone the roadway repairs? Delay in maintenance of the roadways will accelerate the deterioration and possibly result in increased repair costs in the future. Supporting Information • Bid Tabulation • Bid Abstract • 15 2010 City Council Agenda Memo !,x K ith H. Nelson City Engineer Financial Impact: $840,320.15 Budgeted: Yes Source: Public Works Reserve Fund Related Documents (CIP, ERP, etc.): Notes: CITY OF LAKEVILLE RESOLUTION NO. RESOLUTION AWARDING CONTRACT FOR 2010 MISCELLANEOUS ROADWA Y REPAIRS AND OVERLA YS CITYIMPROVEMENT PROJECT NO. 10-01 WHEREAS, the City of Lakeville received sealed bids on Tuesday, April 13, 2010 at 2:00 p.m. for 2010 Miscellaneous Roadway Repairs and Overlays, City Improvement Project No. 10-01; and WHEREAS, the lowest responsible bid was from GMH Asphalt Corporation. NOW, THEREFORE, LET IT BE RESOLVED by the City Council of the City of Lakeville, Minnesota: That the City Council hereby awards the contract to the lowest responsible bidder that meets all the bid requirements, GMH Asphalt Corporation, with a base bid in the amount of $840,320.15. The construction is proposed to be completed as specified in the contract documents. APPROVED AND ADOPTED this 19th day of April, 2010. LIM ATTEST: Charlene Friedges, City Clerk CITY OF LAKEVILLE Holly Dahl, Mayor BID TABULATION CITY OF LAKEVILLE 2010 Miscellaneous Roadway Repairs and Overlays City Improvement Project 10-01 BIDS OPENED: TUESDAY, APRIL 13, 2010 AT 2:00 P.M. CONTRACTOR BID BOND 5% TOTAL BASE BID (NOT INCLUDING ALTERNATIVE BID) TOTAL BASE BID PLUS ALTERNATIVE BID GMH Asphalt Corp. $622,170.55 $840,320.15* Northwest Asphalt, Inc. $647,763,60 $875,382.60* McNamara Contracting, Inc. $676,127.90 $914,389.55* Hardrives, Inc. $731,922.20 $984,381.55 FPI Paving Contractors, Inc. $737,875.05 $986,063.80* ASTECH NT $731,388.80 $988,726.20 Valley Paving, Inc. $746,931.99 $992,406.69* Bituminous Roadways, Inc. $769,831.95 $1,026,628.65 * Corrected bid amounts ENGINEER'S ESTIMATE: $1,036,693.50 I hereby certify that this is a true and correct tabulation of the bids as received on: Tuesday, April 13, 2010 at 2:00 P.M. DATE Charlene Fribdges,/(3ity Clerk BID ABSTRACT 2010 MISCELLANEOUS ROADWAY REPAIRS AND OVERLAYS CITY OF LAKEVILLE, MINNESOTA CITY PROJECT NO. 10-01 SCHEDULE A: Ioava Avenue Surface Mill and Overlay - 335' North of 175'h Street to 165`h Street Engineer's Estimate GMH Asphalt Corp Northwest Asphalt McNamara Contracting Hardnves ITEM DESCRIPTION UNIT QUANTITY PRICE EXTENSION PRICE EXTENSION PRICE EXTENSION PRICE EXTENSION PRICE EXTENSION REMOVE CURB AND GUTTER (ALL TYPES) REMOVE BITUMINOUS PAVEMENT SAWING BITUMINOUS PAVEMENT (FULL DEPTH) SUBGRADE EXCAVATION - (PATCHING) AGGREGATE BASE CLASS 5 - (PATCHING) FOUNDATION MATERIAL (3" MINUS) MILL BITUMINOUS SURFACE (2.0") MILL BITUMINOUS STEP JOINT TYPE MV3 WEARING COURSE MIXTURE (B) TYPE LV3 NON WEARING COURSE MIXTURE (B) TYPE LV3 NON WEARING COURSE MIXTURE (B) - ADJUST VALVE BOX ADJUST FRAME & RING CASTING CONCRETE CURB & GUTTER (ALL TYPES) PEDESTRIAN CURB RAMP PAVEMENT MESSAGE (LEFT ARROW) PAINT PAVEMENT MESSAGE (RIGHT ARROW) PAINT 4" SOLID LINE WHITE - PAINT 24" SOLID LINE WHITE - PAINT 24" SOLID LINE YELLOW - PAINT 4" DOUBLE SOLID LINE YELLOW - PAINT CROSSWALK MARKING - PAINT SCHEDULE B• Kenrick Avenue Surface Mill and LIN FT 10 SQ YD 370 LIN FT 225 CU YD 165 TON 155 TON 155 SQ YD 22,015 LIN FT 1,130 TON 1,865 TON 1,865 (PATCHING) TON 30 EACH 6 EACH 9 LIN FT 10 EACH 24 EACH 18 EACH 2 LIN FT 2,350 LIN FT 25 LIN FT 1,200 LIN FT 6,165 SQ FT 275 SUBTOTAL: Overlay - 700' North of 210'h Street 8.10 81.00 9.00 $ 90.00 $ 5.00 $ 50.00 10.00 100.00 $ 4.15 41.50 3.70 1,369.00 2.85 1,054.50 1.00 370.00 $ 14.40 $ 5,328.00 3.15 1,165.50 2.00 450.00 1.80 405.00 2.00 450.00 2.00 $ 450.00 $ 2.70 $ 607.50 13.50 2,227.50 8.00 1,320.00 8.00 1,320.00 $ 5.00 825.00 16.90 2,788.50 $ 22.50 3,487.50 15.00 $ 2,325.00 8.50 1,317.50 10.00 $ 1,550.00 $ 18.50 $ 2,867.50 26.00 4,030.00 17.00 2,635.00 16.00 2,480.00 0.01 $ 1.55 $ 19.60 $ 3,038.00 0.70 15 410.50 0.25 5,503.75 0.49 10 787.35 0.50 $ 11 007.50 $ 0.71 $ 15 630.65 $ 2.15 2,429.50 1.35 1,525.50 1.00 1,130.00 3.67 $ 4,147.10 2.35 $ 2,655.50 52.00 $ 96 980.00 45.30 84 484.50 46.00 85 790.00 43.35 $ 80 847.75 $ 49.25 $ 91 851.25 50.00 93 250.00 43.70 81 500.50 45.85 85 510.25 41.90 $ 78 143.50 49.25 91 851.25 100.00 3,000.00 63.70 1,911.00 120.00 3,600.00 75.69 $ 2,270.70 84.10 2,523.00 $ 150.00 900.00 165.00 990.00 125.00 750.00 200.00 $ 1,200.00 270.00 $ 1,620.00 $ 350.00 $ 3,150.00 $ 350.00 3,150.00 300.00 2,700.00 400.00 3,600.00 365.00 3,285.00 $ 21.50 215.00 14.25 142.50 20.00 200.00 18.25 $ 182.50 30.40 $ 304.00 850.00 20 400.00 $ 501.00 12 024.00 $ 600.00 14 400.00 1,110.00 26 640.00 565.00 $ 13 560.00 45.00 $ 810.00 $ 31.65 569.70 35.00 630.00 36.75 661.50 37.70 678.60 45.00 90.00 31.65 63.30 35.00 70.00 36.75 73.50 37.70 $ 75.40 $ 0.15 $ 352.50 $ 0.12 282.00 0.10 235.00 0.11 258.50 0.11 $ 258.50 1.00 $ 25.00 1.58 $ 39.50 $ 2.00 50.00 2.10 52.50 2.15 $ 53.75 1.00 $ 1,200.00 $ 1.06 $ 1,272.00 $ 1.10 $ 1,320.00 $ 1.16 1 392.00 $ 1.20 $ 1,440.00 0.25 $ 1,541.25 0.23 1417.95 0.20 1,233.00 0.21 1 294.65 0.22 1,356.30 $ 1.55 $ 426.25 $ 2.11 $ 580.25 $ 0.90 $ 247.50 $ 0.95 $ 261.25 $ 0.97 $ 266.75 to 335' $ North 251 825.00 of 2051h Stree $ 203,285.95 $ 214,640.60 $ 220 287.50 $ 237 918.45 ITEM DESCRIPTION UNIT QUANTITY PRICE EXTENSION PRICE EXTENSION PRICE EXTENSION PRICE EXTENSION PRICE EXTENSION AGGREGATE SHOULDERING CLASS 2 MILL BITUMINOUS SURFACE (3.0") MILL BITUMINOUS STEP JOINT TYPE MV3 WEARING COURSE MIXTURE (8) TYPE LV3 NON WEARING COURSE MIXTURE (B) PEDESTRIAN CURB RAMP PAVEMENT MESSAGE (RIGHT ARROW) PAINT 4" SOLID LINE WHITE - PAINT 24" SOLID LINE WHITE - PAINT 4" SOLID LINE YELLOW - PAINT 4" BROKEN LINE YELLOW - PAINT 4" DOUBLE SOLID LINE YELLOW - PAINT CROSSWALK MARKING -PAINT TON SQ YD LIN FT TON TON EACH EACH LIN FT LIN FT LIN FT LIN FT LIN FT SQ FT 270 7,545 130 640 640 2 6 5,515 45 550 3,090 325 345 25.00 6,750.00 21.50 5,805.00 19.75 $ 5,332.50 26.75 $ 7,222.50 $ 26.70 7,209.00 $ 1.00 7,545.00 0.30 2,263.50 0.77 $ 5,809.65 0.97 $ 7,318.65 $ 1.25 $ 9,431.25 2.15 279.50 2.35 305.50 3.85 500.50 5.00 $ 650.00 $ 2.35 305.50 52.00 $ 33 280.00 45.95 29 408.00 48.42 30 988.80 48.00 $ 30 720.00 $ 49.25 $ 31 520.00 50.00 32 000.00 44.40 $ 28 416.00 48.26 30 886.40 46.25 29 600.00 $ 49.25 $ 31 520.00 $ 850.00 $ 1,700.00 501.00 1,002.00 600.00 1,200.00 1,110.00 $ 2,220.00 565.00 $ 1,130.00 45.00 270.00 31.65 189.90 35.00 210.00 36.75 $ 220.50 37.70 $ 226.20 $ 0.15 827.25 0.12 661.80 0.10 551.50 0.11 606.65 0.11 $ 606.65 $ 1.00 45.00 $ 1.58 71.10 $ 1.50 67.50 1.58 71.10 1.60 72.00 $ 0.10 55.00 0.12 66.00 1.40 770.00 1.47 808.50 1.50 $ 825.00 0.20 618.00 0.13 401.70 0.10 309.00 0.11 $ 339.90 0.11 $ 339.90 $ 0.25 $ 81.25 $ 0.23 74.75 $ 0.26 84.50 0.27 87.75 0.28 91.00 $ 1.55 $ 534.75 $ 2.11 $ 727.95 $ 0.90 $ 310.50 $ 0.95 $ 327.75 $ 0.97 $ 334.65 SUBTOTAL:I 1$ 83,985.75 $ 69 393.20 11 $ 77 020.85 Is 80 193.30 j $ 83 611.15 JI.nCUULC l.: Unnun 1 ran 01WIr1aGC Pill] dnU UYCVIdY - MUIIVIM AMMUC W OF 11111C11 NYCUUC Engineer's Estimate GMH Asphalt Corp Northwest Asphalt McNamara Contracting EXTENSION Hardnves EXTENSION ITEM DESCRIPTION UNIT QUANTITY PRICE EXTENSION PRICE EXTENSION PRICE EXTENSION PRICE EXTENSION PRICE EXTENSION REMOVE BITUMINOUS PAVEMENT SQ YD SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT SUBGRADE EXCAVATION -(PATCHING) CU YD AGGREGATE BASE CLASS 5 - (PATCHING) TON FOUNDATION MATERIAL (3" MINUS) TON MILL BITUMINOUS SURFACE (2.0") SQ YD MILL BITUMINOUS STEP JOINT LIN FT TYPE MV3 WEARING COURSE MIXTURE (B) TON TYPE LV3 NON WEARING COURSE MIXTURE (B) TON TYPE LV3 NON WEARING COURSE MIXTURE (B) - (PATCHING) TON ADJUST VALVE BOX EACH ADJUST FRAME & RING CASTING EACH PEDESTRIAN CURB RAMP EACH PAVEMENT MESSAGE (RIGHT ARROW) PAINT EACH PAVEMENT MESSAGE(LEFT-THRU ARROW) PAINT EACH 4" SOLID LINE WHITE - PAINT LIN FT 4" DOUBLE SOLID LINE YELLOW - PAINT LIN FT 315 350 140 130 130 22,400 1,765 1,890 1,890 35 10 24 36 1 1 8,525 4,105 3.70 1,165.50 2.85 897.75 2.75 866.25 $ 14.40 4,536.00 3.15 2,185.00 992.25 2.00 700.00 1.80 630.00 $ 2.00 $ 700.00 $ 2.00 $ 700.00 2.70 945.00 $ 13.50 $ 1,890.00 8.00 $ 1,120.00 $ 8.00 $ 1,120.00 $ 5.00 700.00 16.90 $ 2,366.00 22.50 $ 2,925.00 $ 15.00 1,950.00 $ 8.50 $ 1,105.00 $ 10.00 $ 1,300.00 18.50 2,405.00 26.00 $ 3,380.00 17.00 $ 2,210.00 $ 16.00 $ 2,080.00 0.01 1.30 $ 19.60 2,548.00 $ 0.70 15 680.00 $ 0.25 $ 5,600.00 $ 0.48 $ 10 752.00 $ 0.50 11 200.00 $ 0.70 15 680.00 $ 2.15 $ 3,794.75 1.35 2,382.75 $ 1.00 1,765.00 $ 3.67 6,477.55 2.35 $ 4,147.75 52.00 98 280.00 $ 45.30 $ 85 617.00 $ 45.40 85 806.00 43.35 81 931.50 49.25 93 082.50 50.00 $ 94 500.00 43.70 82 593.00 $ 45.25 85 522.50 $ 41.90 79 191.00 49.25 93 082.50 $ 100.00 $ 3,500.00 $ 63.70 $ 2,229.50 90.25 $ 3,158.75 77.67 2,718.45 84.10 2,943.50 150.00 $ 1,500.00 165.00 1,650.00 125.00 1,250.00 200.00 2,000.00 270.00 2,700.00 $ 350.00 $ 8,400.00 350.00 8,400.00 $ 300.00 7,200.00 400.00 9,600.00 365.00 $ 8,760.00 $ 850.00 $ 30 600.00 $ 501.00 18 036.00 $ 787.75 28 359.00 775.00 27 900.00 565.00 $ 20 340.00 $ 45.00 $ 45.00 $ 31.65 31.65 $ 35.00 35.00 36.75 36.75 37.70 $ 37.70 $ 45.00 45.00 84.40 84.40 75.00 75.00 78.75 78.75 80.80 $ 80.80 $ 0.15 $ 1,278.75 0.12 $ 1,023.00 0.10 852.50 0.11 937.75 0.11 $ 937.75 $ 0.25 $ 1,026.25 $ 0.23 $ 944.15 1 $ 0.20 $ 821.00 1 $ 0.21 $ 862.05 1 $ 0.22 $ 903.10 SUBTOTAL:I $ 268,710.25 $ 215 399.20 $ 231 468.00 $ 230 171.10 $ 251 951.85 SCHEDULE D: _Repairs Inside District 2A1 ITEM DESCRIPTION UNIT QUANTITY PRICE EXTENSION PRICE EXTENSION PRICE EXTENSION PRICE EXTENSION PRICE EXTENSION REMOVE CURB AND GUTTER (ALL TYPES) REMOVE BITUMINOUS PAVEMENT SAWING BITUMINOUS PAVEMENT (FULL DEPTH) SUBGRADE EXCAVATION -(PATCHING) AGGREGATE BASE CLASS 5 - (PATCHING) FOUNDATION MATERIAL (3" MINUS) MILL BITUMINOUS STEP JOINT TYPE MV3 WEARING COURSE MIXTURE (B) -(PATCHING) TYPE MV4 WEARING COURSE MIXTURE (B) -(DRIVEWAY) TYPE LV3 NON WEARING COURSE MIXTURE (B) - (PATCHING) REPAIR IRRIGATION SYSTEM ADJUST VALVE BOX ADJUST FRAME & RING CASTING CONCRETE CURB & GUTTER (ALL TYPES) LIN FT SQ YD LIN FT CU YD TON TON LIN FT TON TON TON EACH EACH EACH LIN FT 145 1,565 2,255 50 95 70 2,220 135 2 175 2 2 1 145 $ 8.10 1,174.50 9.00 1,305.00 5.00 725.00 10.00 1,450.00 $ 4.45 $ 645.25 3.70 5,790.50 2.85 $ 4,460.25 2.50 $ 3,912.50 $ 6.82 $ 10 673.30 4.95 7,746.75 2.00 $ 4,510.00 1.80 4,059.00 1.50 3,382.50 $ 2.00 4,510.00 1.90 4,284.50 13.50 675.00 8.00 400.00 8.00 $ 400.00 5.00 250.00 16.90 845.00 22.50 2,137.50 15.00 $ 1,425.00 8.50 $ 807.50 $ 10.00 950.00 $ 23.00 2,185.00 26.00 1,820.00 17.00 $ 1,190.00 $ 16.00 1,120.00 0.01 0.70 19.60 $ 1,372.00 2.15 $ 4,773.00 $ 2.00 $ 4r440.00 1.00 2,220.00 $ 2.75 6,105.00 2.35 5,217.00 102.00 $ 13 770.00 89.65 $ 12,102.75 $ 90.25 12 183.75 85.64 11 561.40 $ 102.00 $ 13 770.00 175.00 $ 350.00 150.00 300.00 $ 100.00 200.00 125.00 250.00 143.00 286.00 100.00 17 500.00 $ 89.65 $ 15 688.75 $ 90.25 15 793.75 79.34 13 884.50 93.30 16 327.50 380.00 760.00 150.00 $ 300.00 $ 100.00 200.00 150.00 300.00 323.00 $ 646.00 $ 150.00 $ 300.00 1 $ 150.00 $ 300.00 250.00 500.00 $ 200.00 400.00 270.00 $ 540.00 350.00 350.00 350.00 350.00 500.00 500.00 400.00 400.00 365.00 365.00 $ 21.50 $ 3,117.50 $ 14.25 $ 2,066.25 $ 18.50 $ 2,682.50 $ 18.25 $ 2,646.25 $ 25.90 $ 3,755.50 SUBTOTAL] $ 57,028.00 48 387.00 $ 44 627.50 $ 53 381.15 $ 57,985.50 SCHEDULE E: Repairs Citywide Engineer's Estimate GMH Asphalt Corp Northwest Asphalt McNamara Contracting Hardrives ITEM DESCRIPTION UNIT QUANTITY PRICE EXTENSION PRICE EXTENSION PRICE EXTENSION PRICE EXTENSION PRICE EXTENSION REMOVE CURB AND GUTTER (ALL TYPES) LIN FT 50 8.10 405.00 9.00 450.00 $ 10.00 500.00 10.00 500.00 $ 4.45 $ 222.50 3.00 1,455.00 1.00 485.00 4.00 1,940.00 2.50 1,212.50 2.75 1,333.75 REMOVE CONCRETE WALK SQ FT 485 $ 3.70 10 360.00 3.85 10 780.00 2.50 7,000.00 6.82 19 096.00 4.95 13 860.00 REMOVE BITUMINOUS PAVEMENT SQ YD 2,800 2.00 6,810.00 $ 1.80 6,129.00 1.50 5,107.50 $ 2.00 6,810.00 1.90 6,469.50 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 3,405 13.50 $ 2,092.50 8.00 $ 1,240.00 8.00 1,240.00 5.00 $ 775.00 $ 16.90 $ 2,619.50 SUBGRADE EXCAVATION - (PATCHING) CU YD 155 22.50 3,262.50 15.00 $ 2,175.00 $ 8.50 1 232.50 10.00 1,450.00 23.00 $ 3,335.00 AGGREGATE BASE CLASS 5 - (PATCHING) TON 145 26.00 2,860.00 17.00 1,870.00 16.00 1,760.00 0.01 1.10 19.60 2,156.00 FOUNDATION MATERIAL (3" MINUS) TON 110 2.15 $ 7,320.75 2.00 $ 6,810.00 1.00 $ 3,405.00 2.75 9,363.75 2.35 $ 8,001.75 MILL BITUMINOUS STEP JOINT LIN FT 3,405 102.00 $ 23 970.00 $ 89.65 $ 21 067.75 $ 90.25 $ 21 208.75 $ 85.64 20 125.40 $ 98.80 23 218.00 TYPE MV3 WEARING COURSE MIXTURE (B) -(PATCHING) TON 235 100.00 $ 31 500.00 89.65 28 239.75 90.25 28r428.75 79.34 24 992.10 93.30 $ 29 389.50 TYPE LV3 NON WEARING COURSE MIXTURE (B) - (PATCHING) TON 315 380.00 $ 760.00 150.00 $ 300.00 100.00 $ 200.00 150.00 300.00 323.00 646.00 REPAIR IRRIGATION SYSTEM EACH 2 150.00 $ 750.00 165.00 $ 825.00 200.00 1,000.00 200.00 $ 1,000.00 270.00 $ 1,350.00 ADJUST VALVE BOX EACH 5 350.00 $ 1,750.00 350.00 1,750.00 500.00 $ 2,500.00 400.00 $ 2,000.00 365.00 $ 1,825.00 ADJUST FRAME & RING CASTING EACH 5 $ 6.00 $ 2,910.00 3.27 $ 1,585.95 4.00 $ 1,940.00 4.00 $ 1,940.00 6.40 $ 3,104.00 4" CONCRETE WALK SQ FT 485 21.50 $ 1,075.00 14.25 $ 712.50 18.50 $ 925.00 18.25 $ 912.50 25.90 1,295.00 CONCRETE CURB & GUTTER (ALL TYPES) LIN FT 50 1 $ 8.50 $ 2,252.50 $ 4.85 $ 1,285.25 $ 6.11 $ 1,619.15 $ 6.10 $ 1,616.50 $ 6.15 $ 1,629.75 CONCRETE DRIVEWAY PAVEMENT (HIGH -EARLY) SQ FT 265 $ 99,533.25 $ 85,705.20 $ 80,006.65 $ 92,094.85 $ 100 455.25 SUBTOTAL: BID ALTERNATIVE 1 - 165TH Street Surface Mill and Overlay - 675' East of Ipava Avenue to Hiahview Avenue ITEM DESCRIPTION UNIT QUANTITY PRICE EXTENSION PRICE EXTENSION PRICE EXTENSION PRICE EXTENSION PRICE EXTENSION MILL BITUMINOUS SURFACE (2.0") SQ YD 24,425 $ 0.70 $ 17 097.50 $ 0.25 $ 6,106.25 0.48 $ 11,724.00 $ 0.50 12 212.50 $ 0.69 $ 16 853.25 MILL BITUMINOUS STEP JOINT LIN FT 1,445 $ 2.15 $ 3,106.75 1.35 1,950.75 1.00 1,445.00 3.67 5,303.15 $ 2.35 3,395.75 TYPE MV3 WEARING COURSE MIXTURE (B) TON 2,080 52.00 108 160.00 45.30 94 224.00 $ 45.40 94 432.00 43.35 90 168.00 $ 49.25 102 440.00 TYPE LV3 NON WEARING COURSE MIXTURE (B) TON 2,080 $ 50.00 104 000.00 $ 43.70 90 896.00 $ 45.25 94 120.00 41.90 $ 87 152.00 $ 49.25 $ 102 440.00 ADJUST VALVE BOX EACH 11 $ 150.00 1,650.00 $ 165.00 $ 1,815.00 $ 125.00 1,375.00 200.00 2,200.00 270.00 2,970.00 ADJUST FRAME & RING CASTING EACH 10 $ 350.00 $ 3,500.00 350.00 3,500.00 300.00 3,000.00 $ 400.00 $ 4,000.00 $ 365.00 $ 3,650.00 PEDESTRIAN CURB RAMP EACH 31 850.00 26 350.00 501.00 $ 15 531.00 600.00 18 600.00 $ 1,100.00 $ 34 100.00 $ 565.00 17 515.00 PAVEMENT MESSAGE (RIGHT ARROW) PAINT EACH 2 45.00 $ 90.00 31.65 $ 63.30 35.00 70.00 $ 36.75 73.50 37.70 $ 75.40 PAVEMENT MESSAGE(LEFT-THRU ARROW)PAINT EACH 2 45.00 90.00 84.40 $ 168.80 75.00 $ 150.00 78.75 157.50 $ 80.80 161.60 4" SOLID LINE WHITE - PAINT LIN FT 10,660 $ 0.15 $ 1,599.00 0.12 1,279.20 0.10 1,066.00 0.11 $ 1,172.60 $ 0.11 $ 1,172.60 24" SOLID LINE WHITE - PAINT LIN FT 25 1.00 $ 25.00 1.58 $ 39.50 1.50 $ 37.50 1.58 39.50 1.60 $ 40.00 4" DOUBLE SOLID LINE YELLOW - PAINT LIN FT 4,915 0.25 $ 1,228.75 0.23 $ 1,130.45 0.20 983.00 0.21 1,032.15 0.22 $ 1,081.30 CROSSWALK MARKING - PAINT SQ FT 685 $ 1.55 $ 1,061.75 $ 2.11 $ 1,445.35 $ 0.90 $ 616.50 $ 0.95 $ 650.75 $ 0.97 $ 664.45 SUBTOTAL: $ 267 958.75 $ 218,149.60 $ 227 619.00 F=s -- 238,261.65 $ 252 459.35 SCHEDULE A - IPAVA AVENUE SURFACE MILL AND OVERLAY - SUBTOTAL: $ 251,825.00 $ 203,285.95 $ 214,640.60 $ 220,287.50 $ 237,918.45 SCHEDULE B - KENRICK AVENUE SURFACE MILL AND OVERLAY - SUBTOTAL: $ 83,985.75 $ 69,393.20 $ 77,020.85 $ 80,193.30 $ 83,611.15 SCHEDULE C - GRIFFON TRAIL SURFACE MILL AND OVERLAY - SUBTOTAL: $ 268,710.25 $ 215,399.20 $ 231,468.00 $ 230,171.10 $ 251,951.85 SCHEDULE C - DISTRICT 2A1 REPAIRS - SUBTOTAL: $ 57,028.00 $ 48,387.00 $ 44,627.50 $ 53,381.15 $ 57,985.50 SCHEDULE D - CITYWIDE REPAIRS - SUBTOTAL: 99,533.25 $ 8570520 $ 80,006.65 $ 92 094.85 $ 100 455.25 TOTAL: $ 761,082.25 $ 622,170.55 $ 647,763.60 11 $ 676,127.90 1731,922.20l BID ALTERNATE 1- 165TH STREET SURFACE MILL AND OVERLAY - SUBTOTAL: $ 267,958.75 $ 218 149.60 $ 227 619.00 238 261.65 $ 252 459.35 TOTAL: $ 267,958.75i 1$ 218,149.60 1227,619.00l 1$ 238,261.65 $ 252,459.35 TOTAL: 1,029,041.00 840 320.15 11 $ 875 382.60 $ 914 389.55 $ 984,381.55 BID ABSTRACT 2010 MISCELLANEOUS ROADWAY REPAIRS AND OVERLAYS CITY OF LAKEVILLE, MINNESOTA CITY PROJECT NO. 10-03 SCHEDULE A: Ipava Avenin Surface Mill and Overlay - 335' North of 175"' Street to 165" Stree SI.MMML[ 0: RenrlEX AYenUe allFFdLe Mill dnu VYendr -I - 1 -1 -ITEM 1.60 FPI Paving Contractors UNIT ASTECH PRICE Valley Paving TON SQ YD LIN FT TON TON EACH EACH LIN FT LIN FT LIN FT LIN FT LIN FT SQ FT Bituminous Roadways ITEM DESCRIPTION UNIT QUANTITY PRICE EXTENSION PRICE EXTENSION PRICE EXTENSION PRICE EXTENSION REMOVE CURB AND GUTTER (ALL TYPES) REMOVE BITUMINOUS PAVEMENT SAWING BITUMINOUS PAVEMENT (FULL DEPTH) SUBGRADE EXCAVATION -(PATCHING) AGGREGATE BASE CLASS 5 - (PATCHING) FOUNDATION MATERIAL (3" MINUS) MILL BITUMINOUS SURFACE (2.0') MILL BITUMINOUS STEP JOINT TYPE MV3 WEARING COURSE MIXTURE (B) TYPE LV3 NON WEARING COURSE MIXTURE (B) TYPE LV3 NON WEARING COURSE MIXTURE (B) - (PATCHING) ADJUST VALVE BOX ADJUST FRAME & RING CASTING CONCRETE CURB & GUTTER (ALL TYPES) PEDESTRIAN CURB RAMP PAVEMENT MESSAGE (LEFT ARROW) PAINT PAVEMENT MESSAGE (RIGHT ARROW)PAINT 4" SOLID LINE WHITE - PAINT 24" SOLID LINE WHITE - PAINT 24" SOLID LINE YELLOW - PAINT 4" DOUBLE SOLID LINE YELLOW - PAINT CROSSWALK MARKING - PAINT LIN FT SQ YD LIN FT CU YD TON TON SQ YD LIN FT TON TON TON EACH EACH LIN FT EACH EACH EACH LIN FT LIN FT LIN FT LIN FT SQ FT 10 370 225 165 155 155 22,015 1,130 1,865 1,865 30 6 9 10 24 18 2 2,350 25 1,200 6,165 275 22.00 $ 220.00 4.08 $ 40.80 10.99 109.90 $ 75.00 750.00 4.90 1,813.00 $ 3.06 1,132.20 $ 5.09 $ 1,883.30 $ 6.65 2,460.50 $ 2.10 472.50 $ 3.06 688.50 $ 2.20 495.00 2.50 562.50 $ 20.25 3,341.25 $ 10.20 1,683.00 13.19 2,176.35 $ 25.00 4,125.00 $ 20.80 3,224.00 $ 16.61 2,574.55 $ 23.09 3,578.95 $ 25.00 $ 3,875.00 $ 26.50 $ 4,107.50 21.42 3,320.10 $ 26.38 4,088.90 $ 33.00 5,115.00 $ 0.50 11 007.50 $ 0.37 8,145. 5 $ 0.33 $ 7,264.95 0.80 $ 17,612.00 $ 2.38 $ 2,689.40 2.55 2,881.50 2.61 $ 2,949.30 2.50 2,825.00 $ 48.00 $ 89 520.00 $ 52.88 98 621.20 $ 47.81 $ 89 165.65 $ 52.50 $ 97 912.50 46.84 $ 87 356.60 $ 51.22 $ 95 525.30 $ 47.81 89 165.65 $ 52.50 $ 97 912.50 $ 134.25 4,027.50 $ 82.50 $ 2,475.00 $ 98.95 2,968.50 125.00 $ 3,750.00 315.00 1,890.00 127.50 765.00 164.91 $ 989.46 185.00 1 110.00 $ 450.00 $ 4,050.00 $ 637.50 5,737.50 $ 357.33 $ 3,215.97 435.00 $ 3,915.00 70.00 700.00 26.52 265.20 19.46 $ 194.60 14.20 142.00 740.00 $ 17 760.00 612.00 $ 14 688.00 1,000-00 24 000.00 500.00 12 000.00 41.50 747.00 56.10 1,009.80 $ 60.30 $ 1,085.40 36.85 663.30 41.50 83.00 56.10 $ 112.20 60.30 120.60 36.85 73.70 0.18 423.00 0.11 $ 258.50 0.12 282.00 0.11 258.50 $ 5.00 125.00 2.04 $ 51.00 2.19 54.75 2.10 52.50 1.35 1,620.00 1.53 $ 1,836.00 1.64 1,968.00 1.15 1,380.00 0.25 1,541.25 0.22 1,356.30 0.24 1,479.60 0.21 1,294.65 $ 2.00 $ 550.00 $ 0.92 $ 253.00 $ 0.99 $ 272.25 $ 0.95 $ 261.25 SI.MMML[ 0: RenrlEX AYenUe allFFdLe Mill dnu VYendr -I - 1 -1 -ITEM 1.60 DESCRIPTION UNIT QUANTITY PRICE AGGREGATE SHOULDERING CLASS 2 MILL BITUMINOUS SURFACE (3.0") MILL BITUMINOUS STEP JOINT TYPE MV3 WEARING COURSE MIXTURE (B) TYPE LV3 NON WEARING COURSE MIXTURE (B) PEDESTRIAN CURB RAMP PAVEMENT MESSAGE (RIGHT ARROW) PAINT 4" SOLID LINE WHITE - PAINT 24" SOLID LINE WHITE - PAINT 4" SOLID LINE YELLOW - PAINT 4" BROKEN LINE YELLOW - PAINT 4" DOUBLE SOLID LINE YELLOW - PAINT CROSSWALK MARKING - PAINT TON SQ YD LIN FT TON TON EACH EACH LIN FT LIN FT LIN FT LIN FT LIN FT SQ FT 270 7,545 130 640 640 2 6 5,515 45 550 3,090 325 345 19.00 0.74 $ 3.95 $ 52.30 51.24 $ 850.00 41.50 0.18 5.00 $ 1.68 0.18 $ 0.60 $ 1.35 SUBTOTAL: 2.55 957.20 $ 22.69 867.10 0.41 331.50 $ 5.50 643.20 $ 49.61 780.80 $ 49.61 224.00 $ 1000.00 336.60 60.30 606.65 $ 0.12 91.80 2.19 841.50 0.12 339.90 0.12 71.50 0.24 317.40 $ 0.99 661.80 0.11 $ 606.65 98.55 $ 1.60 72.00 66.00 1.50 $ 825.00 370.80 0.11 $ 339.90 78.00 0.30 97.50 341.55 $ 0.95 $ 327.75 FPI Pavinq Contractors I ASTECH Bituminous ITEM DESCRIPTION UNIT QUANTITY PRICE EXTENSION PRICE EXTENSION PRICE EXTENSION PRICE EXTENSION REMOVE BITUMINOUS PAVEMENT SAWING BITUMINOUS PAVEMENT (FULL DEPTH) SUBGRADE EXCAVATION -(PATCHING) AGGREGATE BASE CLASS 5 - (PATCHING) FOUNDATION MATERIAL (3" MINUS) MILL BITUMINOUS SURFACE (2.0") MILL BITUMINOUS STEP JOINT TYPE MV3 WEARING COURSE MIXTURE (B) TYPE LV3 NON WEARING COURSE MIXTURE (B) TYPE LV3 NON WEARING COURSE MIXTURE (B) - (PATCHING) ADJUST VALVE BOX ADJUST FRAME & RING CASTING PEDESTRIAN CURB RAMP PAVEMENT MESSAGE (RIGHT ARROW) PAINT PAVEMENT MESSAGE(LEFT-THRU ARROW)PAINT 4" SOLID LINE WHITE - PAINT 4" DOUBLE SOLID LINE YELLOW - PAINT SCHEDULE D. Repairs Inside District 2A1 SQ YD LIN FT CU YD TON TON SQ YD LIN FT TON TON TON EACH EACH EACH EACH EACH LIN FT LIN FT 315 350 140 130 130 22,400 1,765 1,890 1,890 35 10 24 36 1 1 8,525 4,105 SUBTOTAL: 4.90 1,543.50 3.06 $ 963.90 5.09 1,603.35 6.50 2,047.50 2.10 $ 735.00 3.06 1,071.00 $ 2.20 770.00 $ 2.50 875.00 20.25 2,835.00 11.22 1,570.80 13.19 $ 1 846.60 25.00 3,500.00 26.50 3,445.00 16.61 $ 2,159.30 $ 23.09 3,001.70 25.00 3,250.00 26.50 $ 3,445.00 21.42 2,784.60 $ 26.38 3,429.40 33.00 4,290.00 0.48 $ 10 752.00 0.33 7,392.00 0.22 4,928.00 0.80 17 920.00 1 2.62 4,624.30 2.55 4,500.75 $ 2.61 4,606.65 $ 2.50 4,412.50 48.00 90 720.00 52.88 99 943.20 47.54 89,850.60 $ 52.50 99 225.00 $ 46.84 88 527.60 51.22 96 805.80 47.54 $ 89 850.60 $ 52.50 99 225.00 134.25 $ 4,698.75 88.50 3,097.50 $ 98.95 $ 3,463.25 $ 125.00 $ 4,375.00 315.00 3,150.00 127.50 1,275.00 164.92 $ 1M9.20 185.00 1,850.00 450.00 10 800.00 637.50 15 300.00 351.83 8,443.92 435.00 $ 10 440.00 $ 740.00 26 640.00 612.00 22 032.00 1,000.00 $ 36 000.00 $ 500.00 $ 18 000.00 85.00 85.00 56.10 $ 56.10 60.29 60.29 $ 36.85 36.85 85.00 85.00 56.10 56.10 120.57 120.57 80.00 80.00 0.18 1,534.50 $ 0.11 937.75 0.24 2,046.00 0.11 $ 937.75 $ 0.25 $ 1,026.25 $ 0.22 $ 903.10 $ 0.24 $ 985.20 $ 0.21 $ 862.05 254,646.90 $ 260,848.90 $ 252 655.33 $ 271,326.65 ITEM DESCRIPTION UNIT QUANTITY PRICE EXTENSION PRICE EXTENSION PRICE EXTENSION PRICE EXTENSION REMOVE CURB AND GUTTER (ALL TYPES) REMOVE BITUMINOUS PAVEMENT SAWING BITUMINOUS PAVEMENT (FULL DEPTH) SUBGRADE EXCAVATION -(PATCHING) AGGREGATE BASE CLASS 5 - (PATCHING) FOUNDATION MATERIAL (3" MINUS) MILL BITUMINOUS STEP JOINT TYPE MV3 WEARING COURSE MIXTURE (B) - (PATCHING) TYPE MV4 WEARING COURSE MIXTURE (B) -(DRIVEWAY) TYPE LV3 NON WEARING COURSE MIXTURE (B) - (PATCHING) REPAIR IRRIGATION SYSTEM ADJUST VALVE BOX ADJUST FRAME & RING CASTING CONCRETE CURB & GUTTER (ALL TYPES) LIN FT SQ YD LIN FT CU YD TON TON LIN FT TON TON TON EACH EACH EACH LIN FT 145 1,565 2,255 50 95 70 2,220 135 2 175 2 2 1 145 9.50 $ 1,377.50 3.21 465.45 7.70 1,116.50 33.00 $ 4,785.00 4.14 $ 6,479.10 3.06 $ 4,788.90 $ 6.05 $ 9,468.25 $ 5.00 $ 7,825.00 A 1.85 $ 4171.75 3.06 6,900.30 $ 2.75 $ 6,201.25 $ 2.50 5,637.50 24.65 1,232.50 11.22 561.00 $ 16.49 824.50 25.00 1,250.00 36.30 $ 3,448.50 16.61 1,577.95 $ 23.09 $ 2,193.55 j 25.00 j 2,375.00 26.50 1,855.00 21.42 1,499.40 26.38 $ 1,846.60 $ 33.00 2,310.00 1 2.38 $ 5,283.60 2.30 5,106.00 2.21 $ 4,906.20 $ 1.65 3,663.00 $ 101.65 13 722.75 86.25 $ 11 643.75 110.00 14 850.00 120.00 $ 16 200.00 T 145.00 $ 290.00 115.00 230.00 $ 220.00 440.00 $ 235.00 $ 470.00 87.50 15 312.50 86.25 15 093.75 110.00 $ 19 250.00 $ 120.00 21 000.00 $ 1,250.00 2,500.00 $ 867.00 $ 1 734.00 439.76 879.52 $ 385.00 770.00 415.00 830.00 127.50 255.00 274.84 $ 549.68 185.00 370.00 650.00 650.00 637.50 637.50 439.76 439.76 $ 435.00 435.00 $ 33.25 $ 4,821.25 $ 26.52 $ 3,845.40 $ 19.46 $ 2,821.70 $ 14.20 $ 2,059.00 SCHEDULE E: Repairs Citywide FPI Paving Contractors ASTECH REMOVE CURB AND GUTTER (ALL TYPES) REMOVE CONCRETE WALK LIN FT SQ FT 50 485 $ 14.00 700.00 6.12 306.00 $ 11.00 $ 550.00 1 $ 40.00 $ 2,000.00 $ 1.15 $ 557.75 $ 2.55 1,236.75 1.10 $ 533.50 $ 1.00 485.00 3.36 9,408.00 3.06 $ 8,568.00 6.05 $ 16 940.00 $ 5.00 14 000.00 REMOVE BITUMINOUS PAVEMENT SQ YD 2,800 $ 1.85 6,299.25 $ 3.06 10 419.30 2.75 $ 9,363.75 $ 2.50 8,512.50 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) SUBGRADE EXCAVATION - (PATCHING) AGGREGATE BASE CLASS 5 - (PATCHING) FOUNDATION MATERIAL (3" MINUS) MILL BITUMINOUS STEP JOINT TYPE MV3 WEARING COURSE MIXTURE (B) - (PATCHING) TYPE LV3 NON WEARING COURSE MIXTURE (B) - (PATCHING) REPAIR IRRIGATION SYSTEM ADJUST VALVE BOX ADJUST FRAME & RING CASTING 4" CONCRETE WALK CONCRETE CURB & GUTTER (ALL TYPES) CONCRETE DRIVEWAY PAVEMENT (HIGH -EARLY) LIN FT CU YD TON TON LIN FT TON TON EACH EACH EACH SQ FT LIN FT SQ FT 3,405 155 145 110 3,405 235 315 2 5 5 485 50 265 $ 20.25 $ 3,138.75 11.22 1,739.10 13.19 2,044.45 $ 25.00 3,875.00 36.30 $ 5,263.50 16.61 2,408.45 $ 23.09 3,348.05 $ 25.00 3,625.00 1 26.50 2,915.00 21.42 2,356.20 $ 26.38 2,901.80 $ 33.00 3,630.00 2.38 $ 8,103.90 2.55 8,682.75 2.61 8,887.05 $ 2.50 8,512.50 $ 101.65 $ 23 887.75 $ 85.50 20 092.50 110.00 25 850.00 60.00 14 100.00 87.50 $ 27 562.50 88.50 $ 27,877.50 110.00 34 650.00 60.00 18 900.00 1,250.00 2,500.00 867.00 1,734.00 $ 439.76 879.52 385.00 770.00 315.00 1,575.00 127.50 637.50 $ 164.91 824.55 185.00 925.00 450.00 637.50 3,187.50 357.31 1,786.55 435.00 2,175.00 -2,250.00 A 5.25 2,546-25 $ 4.08 $ 1,978.80 $ 4.93 2,391.05 3.25 1,576.25 44.50 $ 2,225.00 $ 26.52 1,326.00 $ 19.19 959.50 14.20 $ 710.00 $ 8.50 $ 2,252.50 $ 6.12 $ 1,621.80 $ 6.25 $ 1,656.25 $ 4.85 $ 1,285.25 $ 101 185.15 $ 94 172.1531 Fl lls 85,081.50 SUBTOTAL: BID ALTERNATIVE 1 165TH Street Surface Mill and Overlay - 675' East of Ipava Avenue to Hinhview Avenue ITEM DESCRIPTION UNIT QUANTITY PRICE EXTENSION PRICE EXTENSION PRICE EXTENSION PRICE EXTENSION MILL BITUMINOUS SURFACE (2.0") MILL BITUMINOUS STEP JOINT TYPE MV3 WEARING COURSE MIXTURE (B) TYPE LV3 NON WEARING COURSE MIXTURE (B) ADJUST VALVE BOX ADJUST FRAME & RING CASTING PEDESTRIAN CURB RAMP PAVEMENT MESSAGE (RIGHT ARROW) PAINT PAVEMENT MESSAGE(LEFT-THRU ARROW) PAINT 4" SOLID LINE WHITE - PAINT 24" SOLID LINE WHITE - PAINT 4" DOUBLE SOLID LINE YELLOW - PAINT CROSSWALK MARKING- PAINT SQ YD LIN FT TON TON EACH EACH EACH EACH EACH LIN FT LIN FT LIN FT SQ FT 24,425 $ 1,445 2,080 2,080 $ 11 $ 10 31 $ 2 2 10,660 1 25 4,915 685 $ 0.50 2.38 48.00 46.84 315.00 450.00 740.00 85.00 85.00 0.15 5.00 0.28 1.35 12 212.50 $ 3,439.10 $ 99 840.00 97 427.20 $ 3,465.00 4,500.00 22 940.00 170.00 170.00 1,599.00 $ 125.00 $ 1,376.20 $ 924.75 $ 0.33 2.55 52.42 51.22 127.50 637.50 612.00 56.10 112.20 0.11 2.04 0.22 0.92 8,060.25 3,684.75 109 033.60 106 537.60 1,402.50 6,375.00 $ 18 972.00 112.20 $ $ 224.40 1,172.60 51.00 1,081.30 $ 630.20 $ 0.19 2.61 47.54 47.54 164.92 351.83 1 000.00 60.30 120.59 0.12 2.19 0.12 0.99 4,640.75 $ 3,771.45 $ 98,883.20 $ $ 98 883.20 $ 1,814.12 $ $ 3,518.30 $ $ 31 000.00 $ 120.60 $ $ 241.18 $ 1,279.20 $ 54.75 589.80 $ 678.15 $ 0.40 2.50 52.50 52.50 185.00 435.00 500.00 36.85 80.00 0.11 1.60 0.21 0.95 $ 9,770.00 3,612.50 $ 109 200.00 $ 109 200.00 $ 2,035.00 $ 4,350.00 15 500.00 $ 73.70 $ 160.00 1,172.60 $ 40.00 1,032.15 $ 650.75 SUBTOTAL: $ 248 188.75 $ 257,337.40 $ 245 474.70 $ 256 796.70 SCHEDULE A - IPAVA AVENUE SURFACE MILL AND OVERLAY SCHEDULE B - KENRICK AVENUE SURFACE MILL AND OVERLAY SCHEDULE C - GRIFFON TRAIL SURFACE MILL AND OVERLAY SCHEDULE C - DISTRICT 2A1 REPAIRS SCHEDULE D - CITYWIDE REPAIRS - SUBTOTAL: - SUBTOTAL: - SUBTOTAL: - SUBTOTAL: - SUBTOTAL: TOTAL: $ 237,268.50 $ 82,800.05 $ 254,646.90 $ 61,974.45 $ 101,185.15 F=7] $ 243,420.20 $ 78,609.15 $ 260,848.90 $ 54,338.40 $ 94 172.15 731,388.80 $ 237,509.08 $ 77,414.05 $ 252,655.33 $ 65,787.51 $ 113 566.02 $ 746,931.99 $ 258,050.90 $ 86,223.40 $ 271,326.65 $ 69,149.50 $ 85 081.50 $ 769,831.95 BID ALTERNATE 1- 165'" STREET SURFACE MILL AND OVERLAY - SUBTOTAL: TOTAL: $ 248 188.75 $ 248,188.75 $ 257,337.40 $ 257,337.40 $ 245 474.70 $ 245 474.70 $ 256 796.70 $ 256,796.70 TOTAL: 986,063.80 $ 988 726.20 $ 992,406.69 $ 1,026,628.65