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HomeMy WebLinkAbout2004-113 Council Resolution• CITY OF LINO LAKES RESOLUTION NO. 04 -113 RESOLUTION ACCEPTING BIDS AND AWARDING A CONSTRUCTION CONTRACT — BIRCH/HODGSON STREET IMPROVEMENTS PROJECT. WHEREAS, pursuant to an advertisement for bids for the construction of the Birch/Hodgson Street Improvements project, bids were received, opened and tabulated according to law, and the following bids were received complying with the advertisement: Contractor Amount of Bid Central Landscaping $ 613,845.58 Jay Bros., Inc. $ 625,277.56 Arnt Construction Co. $ 631,127.62 Magnum Company $ 637,908.24 Forest Lake Contracting $ 646,580.20 Universal Enterprises of Mid - Minnesota $ 668,435.14 W.B. Miller, Inc. $ 732,194.00 Engineer's Estimate $ 674,124.10 AND WHEREAS, it appears that Central Landscaping is the lowest responsible bidder; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LINO • LAKES, MINNESOTA: 1. The Mayor and Clerk are hereby authorized and directed to enter into a contract with Central Landscaping in the name of the City of Lino Lakes for the construction of the Birch /Hodgson Street Improvements Project according to the plans and specifications approved by the City Council and on file in the office of the City Clerk. 2. The City Clerk is hereby authorized and directed to return forthwith to all bidders the deposits made with their bids, except that the deposits of the successful bidder and the next lowest bidder shall be retained until a contract has been signed. Adopted by the Lino Lakes City Council this 9th day of August 2004. J. Bergson, ' ayor TKDA ENGINEERS • ARCHITECTS- PLANNERS July 30, 2004 Honorable Mayor and City Council City of Lino Lakes, Minnesota Re: Birch. Street and Hodgson Road Improvements City of Lino Lakes, Minnesota TKDA Commission No. 12993 -01 1500 Piper Jaffray Plaza 444 Cedar Street Saint Paul, MN 55101 -2140 (651) 292-4400 (651) 292 -0083 fax www.tkda.com Dear Mayor and City Council: Bids for the referenced project were received on July 29, 2004, with the following results. A complete Tabulation of Bids is enclosed for your information. Contractor Central Landscaping Jay Bros., Inc. Arnt Construction Co. Magnum Company Forest Lake Contracting Universal Enterprises Of Mid- Minnesota W.B. Miller, Inc. Engineer's Estimate. Recommendation Base Bid $ 613,845.58 $ 625,277.56 $ 631,127.62 $ 637,908.24 $ 646,580.20 $ 668,435.14 $ 732,194.00 $ 674,124.10 We recommend that you award the Contract to the lowest bidder, Central Landscaping, Inc., for their base bid of $613,845.58. Please do not hesitate to call me with any questions or comments you may have. Sincerely, Scott A. Brink, P.E. • Project Manager SAB:art Enclosure An Employee Owned Company Pro - 4 8 -irmative Action and Equal Opportunity TABULAON OF BIDS w BIRCH STREET AND HODGSON ROAD IMPROVEMENTS CITY OF LINO LAKES, MINNESOTA COMMISSION NO. 12993 -01 BIDS OPENED: JULY 29, 2004, AT 10:00 AM *DENOTES ERROR IN BIDDERS CALCULATION ENGINEERS ESTIMATE CENTRAL LANDSCAPING TEM UNIT TOTAL UNIT TOTAL NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT ■ ���� ENGINEERS • ARCHITECTS • PLANNERS JAY BROS., INC. UNIT TOTAL PRICE AMOUNT BIRCH STREET AND HODGSON ROAD IMPROVEMENTS 1 MOBILIZATION 1 LS $ 30,000.00 $ 30,000.00 $ 23,000.00 $ 23,000.00 $ 19,925.00 $ 19,925.00 2 CLEARING 59 TR $ 150.00 $ 8,850.00 $ 150.00 $ 8,850.00 $ 100.00 $ 5,900.00 3 GRUBBING 61 TR $ 65.00 $ 3,965.00 $ 150.00 $ 9,150.00 $ 100.00 $ 6,100.00 4 REMOVE FENCE 55 LF $ 2.00 $ 110.00 $ 1:00 $ 55.00 $ 7.00 $ 385.00 5 REMOVE CONCRETE CURB 430 LF $ 3.00 $ 1,290.00 $ 4.00 $ 1,720.00 $ 6.00 $ 2,580.00 6 REMOVE STORM SEWER PIPE (ALL TYPES & SIZES) 56 LF $ 11.00 $ 616.00 $ 12.00 $ 672.00 $ 6.00 $ , 336.00 7 REMOVE WOODEN LANDSCAPING POST 10 EA $ 12.00 $ 120.00 $ 20.00 $ 200.00 $ 20.00 $ 200.00 8 REMOVE BIT SURFACE - STREET /DWYITRAIL/SHOULDER (ALL DEPTHS) 6,628 SY $ 2.00 $ 13,256.00 $ 1.70 $ 11,267.60 $ 3.50 $ 23,198.00 9 MILL 2" BITUMINOUS - STREET 1,311 SY $ 4.00 $ 5,244.00 $ 3.50 $ 4,588.50 $ 1.00 $ 1,311.00 10 REMOVE CATCH BASIN, MANHOLE 5 EA $ 400.00 $ 2,000.00 $ 300.00 $ 1,500.00 $ 300.00 $ 1,500.00 11 SAW CUT BITUMINOUS PAVEMENT (FULL DEPTH) 5,524 LF $ 2.00 $ 11,048.00 $ 1.80 $ 9,943.20 $ 3.00 $ 16,572.00 2 SALVAGE AND REINSTALL MAILBOX SUPPORT 7 EA $ 150.00 $ 1,050.00 $ 90.00 $ 630.00 $ 150.00 $ 1,050.00 3 SALVAGE AND RELOCATE HYDRANT & GATE VALVE SYSTEM 1 LS $ 2,500.00 $ 2,500.00 $ 1,850.00 $ 1,850.00 $ 1,200.00 $ 1,200.00 .4 SALVAGE AND REINSTALL 12" PIPE SEWER CMP 37 LF . $ 25.00 $ 925.00 $ 18.00 $ 666.00 $ 40.00 $ 1,480.00 15 SALVAGE AND REINSTALL 15" RCP 61 LF $ 25.00 $ 1,525.00 $ 21.00 $ 1,281.00 $ 40.00 $ 2,440.00 16 SALVAGE AND REINSTALL 15" FES (RCP) 3 EA $ 500.00 $ 1,500.00 $ 1,000.00 $ 3,000.00 $ 190.00 $ 570.00 17 SALVAGE AND REINSTALL 24" FES (RCP) 1 EA $ 500.00 $ 500.00 $ 1,300.00 $ 1,300.00 $ 200.00 $ 200.00 18 COMMON EXCAVATION (P) (STREET/DRIVEWAY) 5,780 CY $ 12.00 $ 69,360.00 $ 7.00 $ 40,460.00 $ 6.20 $ 35,836.00 19 COMMON EXCAVATION (P) FOR TRAIL 840 CY $ 12.00 $ 10,080.00 $ 9.00 $ 7,560.00 $ 7.05 $ 5,922.00 20 SUBGRADE EXCAVATION 700 CY $ 12.00 $ 8,400.00 $ 7.00 $ 4,900.00 $ 6.50 $ 4,550.00 21 SELECT GRANULAR BORROW (CV) (P) 700 CY $ 11.00 $ 7,700.00 $ 13.00 $ 9,100.00 $ 10.00 $ 7,000.00 22 TOPSOIL BORROW (LV) 2,100 CY $ 9.00 $ 18,900.00 $ 7.00 $ 14,700.00 $ 9.00 $ 18,900.00 23 CRUSHED ROCK -6" DEPTH (TRENCH STABILIZATION) 100 LF $ 3.00 $ 300.00 $ 4.00 $ 400.00 $ 5.60 $ 560.00 24 EXPLORATORY DIGGING 5 HR $ 300.00 $ 1,500.00 $ 450.00 $ 2,250.00 $ 125.00 $ 625.00 25 AGGREGATE BASE CLASS 5 (100% CRUSHED) (STREET, DRIVEWAY) 6,050 TN $ 12.00 $ 72,600.00 $ 11.00 $ 66,550.00 $ 12.00 $ 72,600.00 26 AGGREGATE BASE CLASS 5 (100% CRUSHED) F019 TRAIL 1,123 TN $ 13.00 $ 14,599.00 $ 12.75 $ 14,318.25 $ 16.50 $ 18,529.50 27 TYPE MV AGG. 3 WEARING COURSE (C.S.A.H. 10, C.S.A.H. 49) 1,224 TN $ 42.00 $ 51,408.00 $ 39.80 $ 48,715.20 $ 41.78 $ 51,138.72 28 8 PE MVAGG. 3NON- WEARING COURSE (C.S.A.H. 10, C.S.A.H. 1,809 TN $ 41.00 $ 74,169.00 $ 37.25 $ 67,385.25 $ 39.10 $ 70,731.90 29 TYPE LV AGG. 3 WEARING COURSE (WARE RD) 230 TN $ 43.00 $ 9,890.00 $ 36.90 $ 8,487.00 $ 38.72 $ 8,905.60 30 TYPE LV AGG. 3NON- WEARING COURSE (WARE RD, COMMERCIAL DWYS) 253 TN $ 43.00 $ 10,879.00 $ 42.40 $ 10,727.20 $ 44.52 $ 11,263.56 31 TYPE LV AGG. 4 WEARING COURSE 2" THICK FOR TRAIL 324 TN $ 55.00 $ 17,820.00 $ 42.90 $ 13,899.60 $ 45.04 $ 14,592.96 32 TYPE LV AGG. 4 WEARING COURSE 2" THICK FOR DRIVEWAY 400 SY $ 12.00 $ 4,800.00 $ 15.75 $ 6,300.00 $ 11.28 $ 4,512.00 33 BITUMINOUS MATERIAL FOR TACK COAT 1,100 GAL $ 2.00 $ 2,200.00 $ 2.50 $ 2,750.00 $ 2.60 $ 2,860.00 34 CONNECT TO EXISTING STORM SEWER PIPE (ALL SIZES AND TYPES) 5 EA $ 500.00 $ 2,500.00 $ 1,100.00 $ 5,500.00 $ 900.00 $ 4,500.00 35 12" RC PIPE APRON W/ TRASH GUARD 1 EA $ 800.00 $ 800.00 $ 790.00 $ 790.00 $ 620.00 $ 620.00 36 18" RC PIPE APRON W/ TRASH GUARD 5 EA $ 950.00 $ 4,750.00 $ 1,070.00 $ 5,350.00 $ 780.00 $ 3,900.00 37 12° RC PIPE SEWER CLASS V DESIGN 3006 63 LF $ 39.00 $ 2,457.00 $ 28.00 $ 1,764.00 $ 32.00 $ 2,016.00 Page 1 TABULA'RbN OF BIDS W BIRCH STREET AND HODGSON ROAD IMPROVEMENTS CITY OF LINO LAKES, MINNESOTA COMMISSION NO. 12993 -01 BIDS OPENED: JULY 29, 2004, AT 10:00 AM *DENOTES ERROR IN BIDDERS CALCULATION ENGINEER'S ESTIMATE CENTRAL LANDSCAPING TEM UNIT TOTAL UNIT TOTAL NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT N TKDA ENGINEERS • ARCHITECTS • PLANNERS JAY BROS., INC. UNIT TOTAL PRICE AMOUNT 38 15" RC PIPE SEWER CLASS V DESIGN 3006 24 LF $ 41.00 $ 984.00 $ 36.00 $ 864.00 $ 34.00 $ 816.00 39 18" RC PIPE SEWER CLASS V DESIGN 3006 75 LF $ 45.00 $ 3,375.00 $ 40.00 $ 3,000.00 $ 38.00 $ 2,850.00 40 36" C.S. PIPE 3 LF $ 200.00 $ 600.00 $ 100.00 $ 300.00 $ 250.00 $ 750.00 41 36" 45 DEGREE ELBOW FOR C.S. PIPE 1 EA $ 800.00 $ 800.00 $ 550.00 $ 550.00 $ 300.00 $ 300.00 42 36" METAL APRON FOR C.S. PIPE 1 EA $ 700.00 $ 700.00 $ 1,160.00 $ 1,160.00 $ 450.00 $ 450.00 43 BULKHEAD 36" C.S. PIPE 1 EA $ 500.00 $ 500.00 $ 400.00 $ 400.00 $ 300.00 $ 300.00 44 ADJUST EXISTING G.V. BOX 4 EA $ 300.00 $ 1,200.00 $ 175.00 $ 700.00 $ 250.00 $ 1,000.00 45 6" WATERMAIN DUCTILE IRON CL. 52 78 LF $ 26.00 $ 2,028.00 $ 75.00 $ 5,850.00 $ 28.00 $ 2,184.00 46 INSULATION (4" THICKNESS) 20 SY $ 20.00 $ 400.00 $ 20.00 $ 400.00 $ 24.00 $ 480.00 47 DUCTILE IRON FITTINGS 31 LB $ 3.00 $ 93.00 $ 8.00 $ 248.00 $ 5.50 $ 170.50 48 CONSTRUCT CATCH BASIN 27" DESIGN 403 (W/ SALVAGED CASTING ASSEMBLY) 3 EA $ 1,300.00 $ 3,900.00 $ 785.00 $ 2,355.00 $ 980.00 $ 2,940.00 9 Ln CONSTRUCT CATCH BASIN -MH 48" DESIGN 406 (W/ SALVAGED CASTING ASSEMBLY) 1 EA $ 1,500.00 $ 1,500.00 $ 1,480.00 $ 1,480.00 $ 2,200.00 $ 2,200.00 0 0 CONSTRUCT STORM SEWER MH 48" (W/ SALVAGED CASTING ASSEMBLY) 1 EA $ 1,500.00 $ 1,500.00 $ 1,360.00 $ 1,360.00 $ 2,200.00 $ 2,200.00 51 RANDOM RIP RAP CLASS III 31 CY $ 120.00 $ 3,720.00 $ 93.00 $ 2,883.00 $ 75.00 $ 2,325.00 52 CONCRETE CURB AND GUTTER DESIGN B418 253 LF $ 15.00 $ 3,795.00 $ 17.25 $ 4,364.25 $ 14.70 $ 3,719.10 53 CONCRETE CURB AND GUTTER DESIGN B618 427 LF $ 15.00 $ 6,405.00 $ 15.20 $ 6,490.40 $ 15.75 $ 6,725.25 54 4" CONCRETE DRIVEWAY PAVEMENT 144 SY $ 36.00 $ 5,184.00 $ 24.90 $ 3,585.60 $ 40.20 $ 5,788.80 55 MAILBOX SUPPORT 3 EA $ 125.00 $ 375.00 $ 95.00 $ 285.00 $ 100.00 $ 300.00 56 TRAFFIC CONTROL 1 LS $ 10,000.00 $ 10,000.00 $ 6,000.00 $ 6,000.00 $ 4,410.00 $ 4,410.00 57 FULL T ACTT CONTROL SIGNAL SYSTEM 1 ;IG SY. $ 100,000.00 $ 100,000.00 $ 105,000.00 $ 105,000.00 $ 104,995.00 $ 104,995.00 58 EMERGENCY VEHICLE PREEMPTION SYSTEM 1 LS $ 5,000.00 $ 5,000.00 $ 5,600.00 $ 5,600.00 $ 5,245.00 $ 5,245.00 59 REMOVE PAVEMENT MARKING - PERMANENT 4,000 LF $ 0.50 $ 2,000.00 $ 0.50 $ 2,000.00 $ 0.52 $ 2,080.00 60 REMOVE SIGN TYPE C 29 EA $ 30.00 $ 870.00 $ 20.00 $ 580.00 $ 21.00 $ . 609.00 61 SALVAGE SIGN (INCL. POST & ASSEMBLY) 12 EA $ 30.00 $ 360.00 $ 125.00 $ 1,500.00 $ 131.25 $ 1,575.00 62 SIGN PANELS TYPE C (F & I) (INCL. POST & ASSEMBLY) 248 SF $ 25.00 $ 6,187.50 $ 21.50 $ 5,321.25 $ 22.55 $ 5,581.13 63 HAZARD MARKER X4 -2 6 EA $ 65.00 $ 390.00 $ 45.00 $ 270.00 $ 47.25 $ 283.50 64 PAVEMENT MESSAGE (LT ARROW) POLY PREFORM 10 EA $ 210.00 $ 2,100.00 $ 219.00 $ 2,190.00 $ 252.00 $ 2,520.00 65 PAVEMENT MESSAGE (RT ARROW) POLY PREFORM 11 EA $ 210.00 $ 2,310.00 $ 219.00 $ 2,409.00 $ 252.00 $ 2,772.00 66 4" SOLID LINE WHITE -PAINT 10,470 LF $ 0.10 $ 1,047.00 $ 0.12 $ 1,256.40 $ 0.10 $ 1,047.00 67 24" SOLID LINE YELLOW -PAINT 636 LF $ 4.00 $ 2,544.00 $ 1.87 $ 1,189.32 $ 1.89 $ 1,202.04 68 24" STOP LINE WHITE -POLY PREFORM 130 LF $ 20.00 $ 2,600.00 $ 15.50 $ 2,015.00 $ 11.40 $ 1,482.00 69 4" DOUBLE SOLID LINE YELLOW -PAINT 6,898 LF $ 0.20 $ 1,379.60 $ 0.22 $ 1,517.56 $ 0.21 $ 1,448.58 70 ZEBRA CROSSWALK WHITE -POLY PREFORMED 828 SF $ 7.00 •$ 5,796.00 $ 7.75 $ 6,417.00 $ 7.14 $ 5,911.92 71 SILT FENCE, TYPE PREASEMBLED 6,300 LF $ 2.00 $ 12,600.00 $ 1.75 $ 11,025.00 $ 1.89 $ 11,907.00 72 INLET PROTECTION AT CB 2 EA $ 100.00 $ 200.00 $ 125.00 $ 250.00 $ 100.00 $ 200.00 73 SODDING TYPE SALT RESISTANT 4,000 SY $ 2.50 $ 10,000.00 $ 2.00 $ 8,000.00 $ 2.10 $ 8,400.00 74 SEEDING (INCL. SEED MIX 50B OR 60B, FERTILIZER, MULCH, & DISC ANCHORING) 2.3 ACRE $ 900.00 $ 2,070.00 $ 1,500.00 $ 3,450.00 $ 1,565.00 $ 3,599.50 TOTAL BID AMOUNT $ 674,124.10 $ 613,845.58 $ 625,277.56 Page 2 TABULATION OF BIDS BIRCH STREET AND HODGSON ROAD IMPROVEMENTS CITY OF LINO LAKES, MINNESOTA COMMISSION NO. 12993 -01 BIDS OPENED: JULY 29, 2004, AT 10:00 AM *DENOTES ERROR IN BIDDERS CALCULATION ARNT CONSTRUCTION CO. MAGNUM COMPANY TEM UNIT TOTAL UNIT TOTAL NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT W ���� ENGINEERS • ARCHITECTS • PLANNERS FOREST LAKE CONTRACTING UNIT TOTAL PRICE AMOUNT BIRCH STREET AND HODGSON ROAD IMPROVEMENTS 1 MOBILIZATION 1 LS $ 39,700.00 $ 39,700.00 $ 12,700.00 $ 12,700.00 $ 32,000.00 $ 32,000.00 2 CLEARING 59 TR $ 190.00 $ 11,210.00 $ 157.00 $ 9,263.00 $ 50.00 $ 2,950.00 3 GRUBBING 61 TR $ 30.00 $ 1,830.00 $ 130.00 $ 7,930.00 $ 30.00 $ 1,830.00 4 REMOVE FENCE 55 LF $ 5.00 $ 275.00 $ 8.80 $ 484.00 $ 4.00 $ 220.00 5 REMOVE CONCRETE CURB 430 LF $ 3.00 $ 1,290.00 $ 7.70 $ 3,311.00 $ 2.50 $ 1,075.00 6 REMOVE STORM SEWER PIPE (ALL TYPES & SIZES) 56 LF $ 16.00 $ 896.00 $ 7.70 $ 431.20 $ 9.00 $ 504.00 7 REMOVE WOODEN LANDSCAPING POST 10 EA $ 25.00 $ 250.00 $ 24.00 $ 240.00 $ 15.00 $ 150.00 8 REMOVE BIT SURFACE - STREET /DWY/TRAIUSHOULDER (ALL DEPTHS) 6,628 SY $ 2.00 $ 13,256.00 $ 1.85 $ 12,261.80 $ 1.75 $ 11,599.00 9 MILL 2" BITUMINOUS - STREET 1,311 SY $ 4.00 $ 5,244.00 $ 3.45 $ 4,522.95 $ 4.00 $ 5,244.00 10 REMOVE CATCH BASIN, MANHOLE 5 EA $ 260.00 $ 1,300.00 $ 339.00 $ 1,695.00 $ 500.00 $ 2,500.00 SAW CUT BITUMINOUS PAVEMENT (FULL DEPTH) 5,524 LF $ 0.01 $ 55.24 $ 2.35 $ 12,981.40 $ 2.00 $ 11,048.00 Ia. 5 SALVAGE AND REINSTALL MAILBOX SUPPORT 7 EA $ 100.00 $ 700.00 $ 175.00 $ 1,225.00 $ 75.00 $ 525.00 SALVAGE AND RELOCATE HYDRANT & GATE VALVE SYSTEM 1 LS $ 3,600.00 $ 3,600.00 $ 1,390.00 $ 1,390.00 $ 2,000.00 $ 2,000.00 SALVAGE AND REINSTALL 12" PIPE SEWER CMP 37 LF $ 10.40 $ 384.80 $ 46.00 $ 1,702.00 $ 25.00 $ 925.00 15 SALVAGE AND REINSTALL 15" RCP 61 LF $ 16.00 $ 976.00 $ 46.00 $ 2,806.00 $ 25.00 $ 1,525.00 16 SALVAGE AND REINSTALL 15" FES (RCP) 3 EA $ 260.00 $ 780.00 $ 214.00 $ 642.00 $ 500.00 $ 1,500.00 17 SALVAGE AND REINSTALL 24" FES (RCP) 1 EA $ 775.00 $ 775.00 $ 245.00 $ 245.00 $ 500.00 $ 500.00 18 COMMON EXCAVATION (P) (STREET /DRIVEWAY) 5,780 CY $ 11.52 $ 66,585.60 $ 7.55 $ 43,639.00 $ 14.50 $ 83,810.00 19 COMMON EXCAVATION (P) FOR TRAIL 840 CY $ 8.66 $ 7,274.40 $ 8.00 $ 6,720.00 $ 14.50 $ 12,180.00 20 SUBGRADE EXCAVATION 700 CY $ 8.66 $ 6,062.00 $ 7.95 $ 5,565.00 $ 14.50 $ 10,150.00 21 SELECT GRANULAR BORROW (CV) (P) 700 CY $ 14.52 $ 10,164.00 $ 11.40 $ 7,980.00 $ 11.00 $ 7,700.00 22 TOPSOIL BORROW (LV) 2,100 CY $ 0.01 $ 21.00 $ 11.00 $ 23,100.00 $ 1.00 $ 2,100.00 23 CRUSHED ROCK -6" DEPTH (TRENCH STABILIZATION) 100 LF $ 4.00 $ 400.00 $ 5.50 $ 550.00 $ 5.00 $ 500.00 24 EXPLORATORY DIGGING 5 HR $ 230.00 $ 1,150.00 $ 195.00 $ 975.00 $ 150.00 $ 750.00 25 AGGREGATE BASE CLASS 5 (100% CRUSHED) (STREET, DRIVEWAY) 6,050 TN $ 12.60 $ 76,230.00 $ 11.67 $ 70,603.50 $ 12.00 $ 72,600.00 26 AGGREGATE BASE CLASS 5 (100% CRUSHED) FOR TRAIL 1,123 TN $ 12.60 $ 14,149.80 $ 14.75 $ 16,564.25 $ 14.00 $ 15,722.00 27 TYPE MV AGG. 3 WEARING COURSE (C.S.A.H. 10, C.S.A.H. 49) 1,224 TN $ 41.70 $ 51,040.80 $ 41.35 $ 50,612.40 $ 41.00 $ 50,184.00 28 9 PE MV AGG. 3NON- WEARING COURSE (C.S.A.H. 10, C.S.A.H. 1,809 TN $ 41.70 $ 75,435.30 $ 41.35 $ 74,802.15 $ 38.00 $ 68,742.00 29 TYPE LV AGG. 3 WEARING COURSE (WARE RD) 230 TN $ 43.00 $ 9,890.00 $ 40.60 $ 9,338.00 $ 38.00 $ 8,740.00 30 TYPE LV AGG. 3NON- WEARING COURSE (WARE RD, COMMERCIAL DWYS) 253 TN $ 43.00 $ 10,879.00 $ 40.60 $ 10,271.80 $ 43.00 $ 10,879.00 31 TYPE LV AGG. 4 WEARING COURSE 2" THICK FOR TRAIL 324 TN $ 55.00 $ 17,820.00 $ 51.20 $ 16,588.80 $ 44.00 $ 14,256.00 32 TYPE LV AGG. 4 WEARING COURSE 2" THICK FOR DRIVEWAY 400 . SY $ 9.40 $ 3,760.00 $ 13.65 $ 5,460.00 $ 16.00 $ 6,400.00 33 BITUMINOUS MATERIAL FOR TACK COAT 1,100 GAL $ 1.25 $ 1,375.00 $ 1.08 $ 1,188.00 $ 2.50 $ 2,750.00 34 CONNECT TO EXISTING STORM SEWER PIPE (ALL SIZES AND TYPES) 5 EA $ 1,030.00 $ 5,150.00 $ 1,056.00 $ 5,280.00 $ 225.00 $ 1,125.00 35 12" RC PIPE APRON W/ TRASH GUARD 1 EA $ 670.00 $ 670.00 $ 767.00 $ 767.00 $ 800.00 $ 800.00 36 18" RC PIPE APRON W/ TRASH GUARD 5 EA $ 950.00 $ 4,750.00 $ 890.00 $ 4,450.00 $ 900.00 $ 4,500.00 37 12' RC PIPE SEWER CLASS V DESIGN 3006 63 LF $ 41.00 $ 2,583.00 $ 36.00 $ 2,268.00 $ 36.00 $ 2,268.00 Page 3 TABULATION OF BIDS BIRCH STREET AND HODGSON ROAD IMPROVEMENTS CITY OF LINO LAKES, MINNESOTA COMMISSION NO. 12993 -01 BIDS OPENED: JULY 29, 2004, AT 10:00 AM *DENOTES ERROR IN BIDDERS CALCULATION ARNT CONSTRUCTION CO. MAGNUM COMPANY TEM UNIT TOTAL UNIT TOTAL NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT ■ TKDA ENGINEERS • ARCHITECTS • PLANNERS FOREST LAKE CONTRACTING UNIT TOTAL PRICE AMOUNT 38 15° RC PIPE SEWER CLASS V DESIGN 3006 24 LF $ 78.00 $ 1,872.00 $ 38.00 $ 912.00 $ 41.00 $ 984.00 39 18" RC PIPE SEWER CLASS V DESIGN 3006 75 LF $ 52.00 $ 3,900.00 $ 43.00 $ 3,225.00 $ 41.00 $ 3,075.00 40 36" C.S. PIPE 3 LF $ 154.00 $ 462.00 $ 289.00 $ 867.00 $ 250.00 $ 750.00 41 36" 45 DEGREE ELBOW FOR C.S. PIPE 1 EA $ 520.00 $ 520.00 $ 334.00 $ 334.00 $ 750.00 $ 750.00 42 36" METAL APRON FOR C.S. PIPE 1 EA $ 260.00 $ 260.00 $ 506.00 $ 506.00 $ 600.00 $ 600.00 43 BULKHEAD 36" C.S. PIPE 1 EA $ 160.00 $ 160.00 $ 339.00 $ 339.00 $ 300.00 $ 300.00 44 ADJUST EXISTING G.V. BOX 4 EA $ 400.00 $ 1,600.00 $ 472.00 $ 1,888.00 $ 300.00 $ 1,200.00 45 6" WATERMAIN DUCTILE IRON CL. 52 78 LF $ 15.50 $ 1,209.00 $ 32.00 $ 2,496.00 $ 25.00 $ 1,950.00 46 INSULATION (4" THICKNESS) 20 SY $ 16.00 $ 320.00 $ 27.80 $ 556.00 $ 30.00 $ 600.00 47 DUCTILE IRON FITTINGS 31 LB $ 5.00 $ 155.00 $ 6.60 $ 204.60 $ 2.50 $ 77.50 48 CONSTRUCT CATCH BASIN 27" DESIGN 403 (W/ SALVAGED CASTING ASSEMBLY) 3 EA $ 790.00 $ 2,370.00 $ 1,112.00 $ 3,336.00 $ 900.00 $ 2,700.00 l9 CONSTRUCT CATCH BASIN MH 48" DESIGN 406 (W /SALVAGED CASTING ASSEMBLY) 1 EA $ 1,290.00 $ 1,290.00 $ 2,500.00 $ 2,500.00 $ 1,300.00 $ 1,300.00 N .0 CONSTRUCT STORM SEWER MH 48" (W/ SALVAGED CASTING ASSEMBLY) 1 EA $ 1,290.00 $ 1,290.00 $ 2,500.00 $ 2,500.00 $ 1,300.00 $ 1,300.00 51 RANDOM RIP RAP CLASS 111 31 CY $ 104.00 $ 3,224.00 $ 86.00 $ 2,666.00 $ 100.00 $ 3,100.00 52 CONCRETE CURB AND GUTTER DESIGN B418 253 LF $ 12.60 $ 3,187.80 $ 20.00 $ 5,060.00 $ 18.00 $ 4,554.00 53 CONCRETE CURB AND GUTTER DESIGN 8618 427 LF $ 12.60 $ 5,380.20 $ 16.00 $ 6,832.00 $ 13.00 $ 5,551.00 54 4" CONCRETE DRIVEWAY PAVEMENT 144 SY $ 30.00 $ 4,320.00 $ 28.00 $ 4,032.00 $ 35.00 $ 5,040.00 55 MAILBOX SUPPORT 3 EA $ 100.00 $ 300.00 $ 145.00 $ 435.00 $ 175.00 $ 525.00 56 TRAFFIC CONTROL 1 LS $ 4,200.00 $ 4,200.00 $ 4,500.00 $ 4,500.00 $ 7,000.00 $ 7,000.00 57 FULL T ACT T CONTROL SIGNAL SYSTEM 1 ;IG SY. $ 102,900.00 $ 102,900.00 $ 106,000.00 $ 106,000.00 $ 97,000.00 $ 97,000.00 58 EMERGENCY VEHICLE PREEMPTION SYSTEM 1 LS $ 5,200.00 $ 5,200.00 $ 3,900.00 $ 3,900.00 $ 5,000.00 $ 5,000.00 59 REMOVE PAVEMENT MARKING - PERMANENT 4,000 LF $ 0.42 $ 1,680.00 $ 0.44 $ 1,760.00 $ 0.50 $ 2,000.00 60 REMOVE SIGN TYPE C 29 EA $ 20.60 $ 597.40 $ 22.25 $ 645.25 $ 20.00 $ 580.00 61 SALVAGE SIGN (INCL. POST & ASSEMBLY) 12 EA $ 20.60 $ 247.20 $ 33.35 $ 400.20 $ 125.00 $ 1,500.00 62 SIGN PANELS TYPE C (F & I) (INCL. POST & ASSEMBLY) 248 SF $ 24.20 $ 5,989.50 $ 26.13 $ 6,467.18 $ 22.00 $ 5,445.00 63 HAZARD MARKER X4 -2 6 EA $ 46.40 $ 278.40 $ 50.00 $ 300.00 $ 45.00 $ 270.00 64 PAVEMENT MESSAGE (LT ARROW) POLY PREFORM 10 EA $ 258.00 $ 2,580.00 $ 267.00 $ 2,670.00 $ 240.00 $ 2,400.00 65 PAVEMENT MESSAGE (RT ARROW) POLY PREFORM 11 EA $ 258.00 $ 2,838.00 $ 267.00 $ 2,937.00 $ 240.00 $ 2,640.00 66 4" SOLID LINE WHITE -PAINT 10,470 LF $ 0.11 $ 1,151.70 $ 0.10 $ 1,047.00 $ 0.09 $ 942.30 67 24" SOLID LINE YELLOW -PAINT 636 LF $ 1.86 $ 1,182.96 $ 2.00 $ 1,272.00 $ 1.80 $ 1,144.80 68 24" STOP LINE WHITE -POLY PREFORM 130 LF $ 11.20 $' 1,456.00 $ 12.00 $ 1,560.00 $ 11.00 $ 1,430.00 69 4" DOUBLE SOLID LINE YELLOW -PAINT 6,898 LF $ 0.24 $ 1,655.52 $ 0.22 $ 1,517.56 $ 0.20 $ 1,379.60 70 ZEBRA CROSSWALK WHITE -POLY PREFORMED 828 SF $ 7.00 $ 5,796.00 $ 7.55 $ 6,251.40 $ 7.00 $ 5,796.00 71 SILT FENCE, TYPE PREASEMBLED 6,300 LF $ 0.01 $ 63.00 $ 1.50 $ 9,450.00 $ 2.25 $ 14,175.00 72 INLET PROTECTION AT CB 2 EA $ 40.00 $ 80.00 $ 100.00 $ 200.00 $ 100.00 $ 200.00 73 SODDING TYPE SALT RESISTANT 4,000 SY $ 2.80 $ 11,200.00 $ 3.84 $ 15,360.00 $ 2.25 $ 9,000.00 74 SEEDING (INCL. SEED MIX 50B OR 60B, FERTILIZER, MULCH, & DISC ANCHORING) 2.3 ACRE $ 1,000.00 $ 2,300.00 $ 1,056.00 $ 2,428.80 $ 900.00 $ 2,070.00 TOTAL BID AMOUNT $ 631,127.62 $ 637,908.24 $ 646,580.20 Page 4 TABULAIRbN OF BIDS BIRCH STREET AND HODGSON ROAD IMPROVEMENTS CITY OF LINO LAKES, MINNESOTA COMMISSION NO. 12993 -01 BIDS OPENED: JULY 29, 2004, AT 10:00 AM "DENOTES ERROR IN BIDDERS CALCULATION UNIVERSAL ENTERPRISES OF MID - MINNESOTA W.B. MILLER, INC. TEM UNIT TOTAL UNIT TOTAL NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT ���� ENGINEERS • ARCHITECTS • PLANNERS UNIT TOTAL PRICE AMOUNT BIRCH STREET AND HODGSON ROAD IMPROVEMENTS 1 MOBILIZATION 1 LS $ 10,000.00 $ 10,000.00 $ 30,000.00 $ 30,000.00 $ - 2 CLEARING 59 TR $ 100.00 $ 5,900.00 $ 100.00 $ 5,900.00 $ - 3 GRUBBING 61 TR $ 100.00 $ 6,100.00 $ 90.00 $ 5,490.00 $ - 4 REMOVE FENCE 55 LF $ 8.00 $ 440.00 $ 10.50 $ 577.50 $ - 5 REMOVE CONCRETE CURB 430 LF $ 7.00 $ 3,010.00 $ 5.00 $ 2,150.00 $ - 6 REMOVE STORM SEWER PIPE (ALL TYPES & SIZES) 56 LF $ 7.00 $ 392.00 $ 21.00 $ 1,176.00 $ - 7 REMOVE WOODEN LANDSCAPING POST 10 EA $ 22.00 $ 220.00 $ 35.00 $ 350.00 $ - 8 REMOVE BIT SURFACE - STREET /DWY/TRAIUSHOULDER (ALL DEPTHS) 6,628 SY $ 4.00 $ 26,512.00 $ 4.00 $ 26,512.00 $ 9 MILL 2" BITUMINOUS - STREET 1,311 SY $ 1.50 $ 1,966.50 $ 4.20 $ 5,506.20 $ - 10 REMOVE CATCH BASIN, MANHOLE 5 EA $ 305.00 $ 1,525.00 $ 370.00 $ 1,850.00 $ - 1 '1 SAW CUT BITUMINOUS PAVEMENT (FULL DEPTH) 5,524 LF $ 2.25 $ 12,429.00 $ 2.50 $ 13,810.00 $ - 01 2 SALVAGE AND REINSTALL MAILBOX SUPPORT 7 EA $ 155.00 $ 1,085.00 $ 110.00 $ 770.00 $ - W 3 SALVAGE AND RELOCATE HYDRANT & GATE VALVE SYSTEM 1 LS $ 1,250.00 $ 1,250.00 $ 3,900.00 $ 3,900.00 $ - .4 SALVAGE AND REINSTALL 12" PIPE SEWER CMP 37 LF $ 42.00 $ 1,554.00 $ 37.00 $ 1,369.00 $ - 15 SALVAGE AND REINSTALL 15" RCP 61 LF $ 42.00 $ 2,562.00 $ 37.00 $ 2,257.00 $ - 16 SALVAGE AND REINSTALL 15" FES (RCP) 3 EA $ 192.00 $ 576.00 $ 790.00 $ 2,370.00 $ - 17 SALVAGE AND REINSTALL 24" FES (RCP) 1 EA $ 220.00 $ 220.00 $ 790.00 $ 790.00 $ - 18 COMMON EXCAVATION (P) (STREET/DRIVEWAY) 5,780 CY $ 6.80 $ 39,304.00 $ 10.00 $ 57,800.00 $ - 19 COMMON EXCAVATION (P) FOR TRAIL 840 CY $ 7.20 $ 6,048.00 $ 10.00 $ 8,400.00 $ - 20 SUBGRADE EXCAVATION 700 CY $ 7.15 $ 5,005.00 $ 4.00 $ 2,800.00 $ - 21 SELECT GRANULAR BORROW (CV) (P) 700 CY $ 10.25 $ 7,175.00 $ 15.75 $ 11,025.00 $ - 22 TOPSOIL BORROW (LV) 2,100 CY $ 10.00 $ 21,000.00 $ 1.00 $ 2,100.00 $ - 23 CRUSHED ROCK -6" DEPTH (TRENCH STABILIZATION) 100 LF $ 5.00 $ 500.00 $ 15.75 $ 1,575.00 $ - 24 EXPLORATORY DIGGING 5 HR $ 175.00 $ 875.00 $ 150.00 $ 750.00 $ - 25 AGGREGATE BASE CLASS 5 (100% CRUSHED) (STREET, DRIVEWAY) 6,050 TN $ 15.00 $ 90,750.00 $ 12.60 $ 76,230.00 $ 26 AGGREGATE BASE CLASS 5 (100% CRUSHED) FOR TRAIL 1,123 TN $ 17.85 $ 20,045.55 $ 15.75 $ 17,687.25 * $ - 27 TYPE MV AGG. 3 WEARING COURSE ( C.S.A.H. 10, C.S.A.H. 49) 1,224 TN $ 38.43 $ 47,038.32 $ 45.00 $ 55,080.00 $ - 28 TYPE MV AGG. 3 NON - WEARING COURSE ( C.S.A.H. 10, C.S.A.H. 49). 1,809 TN $ 38.43 $ 69,519.87 $ 48.80 $ 88,279.20 $ - 29 TYPE LV AGG. 3 WEARING COURSE (WARE RD) 230 TN $ 42.69 $ 9,818.70 $ 48.50 $ 11,155.00 $ - 30 TYPE LV AGG. 3 NON - WEARING COURSE (WARE RD, COMMERCIAL DWYS) 253 TN $ 42.69 $ 10,800.57 $ 86.85 $ 21,973.05 $ 31 TYPE LV AGG. 4 WEARING COURSE 2" THICK FOR TRAIL 324 TN $ 44.77 $ 14,505.48 $ 63.25 $ 20,493.00 $ - 32 TYPE LV AGG. 4 WEARING COURSE 2" THICK FOR DRIVEWAY 400 SY $ 44.77 $ 17,908.00 $ 13.65 $ 5,460.00 $ 33 BITUMINOUS MATERIAL FOR TACK COAT 1,100 GAL $ 1.20 $ 1,320.00 $ 1.50 $ 1,650.00 $ - 34 CONNECT TO EXISTING STORM SEWER PIPE (ALL SIZES AND TYPES) 5 EA $ 950.00 $ 4,750.00 $ 1,400.00 $ 7,000.00 $ 35 12" RC PIPE APRON W/ TRASH GUARD 1 EA $ 690.00 $ 690.00 $ 2,100.00 $ 2,100.00 $ - 36 18" RC PIPE APRON W/ TRASH GUARD 5 EA $ 800.00 $ 4,000.00 $ 2,300.00 $ 11,500.00 $ - 37 12" RC PIPE SEWER CLASS V DESIGN 3006 63 LF $ 32.50 $ 2,047.50 $ 45.00 $ 2,835.00 $ - Page 5 TABULA1TbN OF BIDS Nor BIRCH STREET AND N ROAD IMPROVEMENTS CITY OF LINO LAKES, , MINNESOTA COMMISSION NO. 12993 -01 BIDS OPENED: JULY 29, 2004, AT 10:00 AM *DENOTES ERROR IN BIDDERS CALCULATION UNIVERSAL ENTERPRISES OF MID - MINNESOTA W.B. MILLER, INC. TEM UNIT TOTAL UNIT TOTAL NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT ■ TKDA ENGINEERS "ARCHITECTS - PLANNERS UNIT TOTAL PRICE AMOUNT 38 15" RC PIPE SEWER CLASS V DESIGN 3006 24 LF $ 34.50 $ 828.00 $ 48.00 $ 1,152.00 $ - 39 18" RC PIPE SEWER CLASS V DESIGN 3006 75 LF $ 38.50 $ 2,887.50 $ 51.00 $ 3,825.00 $ - 40 36" C.S. PIPE 3 LF $ 260.00 $ 780.00 $ 420.00 $ 1,260.00 $ - 41 36" 45 DEGREE ELBOW FOR C.S. PIPE 1 EA $ 300.00 $ 300.00 $ 1,600.00 $ 1,600.00 $ - 42 36" METAL APRON FOR C.S. PIPE 1 EA $ 455.00 $ 455.00 $ 1,260.00 $ 1,260.00 $ - 43 BULKHEAD 36" C.S. PIPE 1 EA $ 305.00 $ 305.00 $ 370.00 $ 370.00 $ - 44 ADJUST EXISTING G.V. BOX 4 EA $ 255.00 $ 1,020.00 $ 150.00 $ 600.00 $ - 45 6" WATERMAIN DUCTILE IRON CL. 52 78 LF $ 29.00 $ 2,262.00 $ 42.00 $ 3,276.00 $ - 46 INSULATION (4" THICKNESS) 20 SY $ 25.00 $ 500.00 $ 21.00 $ 420.00 $ - 47 DUCTILE IRON FITTINGS - 31 LB $ 6.00 $ 186.00 $ 11.00 $ 341.00 $ - 48 CONSTRUCT CATCH BASIN 27" DESIGN 403 (W/ SALVAGED CASTING ASSEMBLY) 3 EA $ 1,000.00 $ 3,000.00 $ 1,995.00 $ 5,985.00 $ 9 cri CONSTRUCT CATCH BASIN -MH 48" DESIGN 406 (W/ SALVAGED CASTING ASSEMBLY) 1 EA $ 2,250.00 $ 2,250.00 $ 2,465.00 $ 2,465.00 $ - F4 0 CONSTRUCT STORM SEWER MH 48" (W/ SALVAGED CASTING ASSEMBLY) 1 EA $ 2,250.00 $ 2,250.00 $ 2,625.00 $ 2,625.00 $ 51 RANDOM RIP RAP CLASS III 31 CY $ 78.00 $ 2,418.00 $ 132.00 $ 4,092.00 $ - 52 CONCRETE CURB AND GUTTER DESIGN B418 253 LF $ 19.00 $ 4,807.00 $ 18.90 $ 4,781.70 $ - 53 CONCRETE CURB AND GUTTER DESIGN 8618 427 LF $ 20.00 $ 8,540.00 $ 15.75 $ 6,725.25 $ - 54 4" CONCRETE DRIVEWAY PAVEMENT 144 SY $ 36.00 $ 5,184.00 $ 28.35 $ 4,082.40 $ - 55 MAILBOX SUPPORT 3 EA $ 200.00 $ 600.00 $ 85.00 $ 255.00 $ - 56 TRAFFIC CONTROL 1 LS $ 6,000.00 $ 6,000.00 $ 10,000.00 $ 10,000.00 $ - 57 FULL T ACT T CONTROL SIGNAL SYSTEM 1 IIG SY. $ 123,000.00 $ 123,000.00 $ 106,000.00 $ 106,000.00 $ - 58 EMERGENCY VEHICLE PREEMPTION SYSTEM 1 LS $ 2,975.00 $ 2,975.00 $ 3,700.00 $ 3,700.00 $ - 59 REMOVE PAVEMENT MARKING - PERMANENT 4,000 LF $ 0.40 $ 1,600.00 $ 0.45 $ 1,800.00 $ - 60 REMOVE SIGN TYPE C 29 EA $ 20.00 $ 580.00 $ 21.00 $ 609.00 $ - 61 SALVAGE SIGN (INCL. POST & ASSEMBLY) 12 EA $ 20.00 $ 240.00 $ 21.00 $ 252.00 $ - 62 SIGN PANELS TYPE C (F & I) (INCL. POST & ASSEMBLY) 248 SF $ 23.50 $ 5,816.25 $ 24.70 $ 6,113.25 $ - 63 HAZARD MARKER X4 -2 6 EA $ 45.00 $ 270.00 $ 47.50 $ 285.00 $ - 64 PAVEMENT MESSAGE (LT ARROW) POLY PREFORM 10 EA $ 240.00 $ 2,400.00 $ 230.00 $ 2,300.00 $ - 65 PAVEMENT MESSAGE (RT ARROW) POLY PREFORM 11 EA $ 240.00 $ 2,640.00 $ 230.00 $ 2,530.00 $ - 66 4" SOLID LINE WHITE -PAINT 10,470 LF $ 0.09 $ 942.30 $ 0.15 $ 1,570.50 $ - 67 24" SOLID LINE YELLOW -PAINT 636 LF $ 1.80 $ 1,144.80 $ 2.00 $ 1,272.00 $ - 68 24" STOP LINE WHITE -POLY PREFORM 130 LF $ 10.86 $ 1,411.80 $ 16.30 $ 2,119.00 $ - 69 4" DOUBLE SOLID LINE YELLOW -PAINT 6,898 LF $ 0.20 $ 1,379.60 $ 0.25 $ 1,724.50 $ - 70 ZEBRA CROSSWALK WHITE -POLY PREFORMED 828 SF $ 6.80 $ 5,630.40 $ 8.15 $ 6,748.20 $ - 71 SILT FENCE, TYPE PREASEMBLED 6,300 LF $ 1.35 $ 8,505.00 $ 2.25 $ 14,175.00 $ - 72 INLET PROTECTION AT CB 2 EA $ 250.00 $ 500.00 $ 150.00 $ 300.00 $ - 73 SODDING TYPE SALT RESISTANT 4,000 SY $ 3.45 $ 13,800.00 $ 2.75 $ 11,000.00 $ - 74 SEEDING (INCL. SEED MIX 50B OR 608, FERTILIZER, MULCH, & DISC ANCHORING) 2.3 ACRE $ 950.00 $ 2,185.00 $ 1,700.00 $ 3,910.00 $ TOTAL BID AMOUNT $ 668,435.14 * $ 732,194.00 * $ - Page 6 • AGENDA ITEM 6F STAFF ORIGINATOR: James E. Studenski, City Engineer COUNCIL MEETING DATE: August 9, 2004 TOPIC: Resolution No. 04 -113, Accepting Bids and Awarding Construction Contract, Birch /Hodgson Street Improvements Project VOTE REQUIRED: 3/5 Vote Required BACKGROUND: Sealed bids were received and publicly opened at 10:00 a.m. on July 29, 2004. The results of the bid opening are presented below. City Council action is required to award a construction contract to the lowest responsible bidder. Contractor Amount of Bid Central Landscaping $ 613,845.58 Jay Bros., Inc. $ 625,277.56 Arnt Construction Co. $ 631,127.62 Magnum Company $ 637,908.24 Forest Lake Contracting $ 646,580.20 Universal Enterprises of Mid - Minnesota $ 668,435.14 W.B. Miller, Inc. $ 732,194.00 Engineer's Estimate $ 674,124.10 The low bid is approximately 9% under the Engineer's Estimate for this project. A copy of the complete bid tabulation is attached. The substantial completion date for this project is October 31, 2004, with a final completion date of May 31, 2005. OPTIONS: 1. Return to staff for further review. 2. Adopt Resolution Number 04 -113, Accepting Bids and Awarding a Construction Contract to Central Landscaping for the Birch /Hodgson Street Improvements project. 3. Not adopt Resolution No. 04 -113. RECOMMENDATION: Option No. 2 - Staff recommends adoption of Resolution Number 04 -113