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Home My WebLink About2009-04-22 Handouts 2335 Highway 36 W St, Paul, MN 55113 Tel 651- 636 -4600 Fax 651- 636 -1311 wwwbonestroo.com April 22, 2009 � # Bonestroo E ` Honorable Mayor and City Council `� 1 0C\ City of Centerville \\ t .fy 1880 Main Street Centerville, MN 55038 -9794 Re: 2009 Street Improvements Project Project No. 000616- 09170 -0 Bid Results Dear Honorable Mayor and City Coundl: Bids were opened for the Project stated above on Tuesday, April 14, 2009 at 10 A.M. Transmitted herewith is a copy of the Bid Tabulation for your Information and file. Copies will also be distributed to each Bidder once the Project has been awarded. There were a total of six Bids. The following summarizes the results of the Bids received: ALnslda /Va-1 fand/n°Aaency Total Base BBL 8 Low Rum River Contracting Co. $1,266,018.09 No Bid #2 Forest Lake Contracting, Inc. $1,337,737.25 $14,000.00 #3 Knife River Corporation — North Central $1,358,736.75 $5,000.00 #4 Dresel Contracting, Inc. $1,368,097.75 $25,000.00 • #5 Tower Asphalt, Inc. $1,404,514.00 $5,200.00 #6 T.A. Schifsky & Sons, Inc. $1,579,014.99 $0.00 Should you have any questions, please feel free to contact me at (651) 604-4709. Sincerely, BONESTROO Mark Statz, P.E. City Engineer (651) 604-4709 Enclosure St. Paul St. Cloud Rochester Milwaukee Chicago Engineering Planning Innovation I 1. Project Name: 2009 Street Improvements 1 hereby certi/ythat this aanexact Bonestroo Client Project No.: Project No.: 000616-09170-0 repraductron ofa c Bid Opening: Tuesday, April 14, 2009 at 10 AM. Owner. City of Centerville 4 MMath?. Stag j Registration No. 42717 Bidder No.1 Bidder No. 2 Bidder No. 3 Bidder No. 4 BID TABULATION Rum River Contracting Co Forest Lake Contracting Inc Knife Rver Corporation - North Dresel Contracting Inc Item Central Num Item Units Qty Unit Price Total I*tPike Total UritPdce Total Unit Price Total PART 1 • PROJECT MANAGEMENT: 1 MOBILIZATION 15 1 525,000.00 525,000.00 522,000.00 522,000.00 540,000.00 540,000.00 545,000.00 545,000.00 2 TRAFFIC CONTROL LS 1 53,400.00 53.400.00 54,000.00 54,000.00 53,450.00 53,450.00 54,000.00 54,000.00 TOTAL PART 1- PROJECT MANAGEMENT 528,400.00 $26,000.00 543,450.00 549,000.00 PART 2 - TYPE 111 & IV IMPROVEMENTS - 73RD STREET, 72ND STREET, UNITY STREET, 72ND 1/2 STREET, TWIN LAKES AVENUE, BRIAN DRIVE, PRAIRIE DRIVE, AND PETERSON TRAIL AREAS: 1 3 TEMPORARY ROCK CONSTRUCTION ENTRANCE TN 50 525.00 $1,250.00 $15.00 5750.00 520.00 51,000.00 525.00 51,250.00 4 SILT FENCE, MACHINE SLICED LF 1700 52.00 53,400.00 50.40 5680.00 51.85 53,145.00 52.00 53,400.00 5 REMOVE BITUMINOUS PAVEMENT SY 29300 50.35 510,255.00 52.00 558,600.00 51.20 535,160.00 50.75 521,975.00 6 REMOVE CONCRETE CURB AND GLITTER LF 2250 52.50 55,625.00 54.00 59,000.00 53.00 56,750.00 52.65 55,962.50 7 REMOVE BITUMINOUS DRIVEWAY 5Y 375 52.00 5750.00 54.00 51,500.00 56.70 52,512.50 53.00 51,125.00 8 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 50 55.00 5250.00 55.00 5250.00 53.00 $150.00 55.00 5250.00 9 REMOVE STORM SEWER PIPE LF 100 55.00 5500.00 58.00 5800.00 56.00 5600.00 510.00 51,000.00 10 REMOVE TREE EA 10 5200.00 52,000.00 595.00 5950.00 5300.00 53,000.00 5100.00 51,000.00 11 REMOVE STORM SEWER CATCH BASIN MANHOLE EA 4 5250.00 51,000.00 5300.00 51,200.00 5400.00 51,600.00 5125.00 5500.00 12 BOLT REPLACEMENT - HYDRANT AND GATE VALVE EA 15 5432.64 56,489.60 51,100.00 516,500.00 5750.00 511,250.00 51,500.00 522,500.00 13 BOLT REPLACEMENT - GATE VALVE EA 24 5390.65 59,375.60 5400.00 59,600.00 $500.00 512,000.00 51,500.00 536,000.00 14 SALVAGE AND REINSTALL IRRIGATION ONES LF 250 52.00 5500.00 53.00 $750.00 510.00 52,500.00 51.25 5312.50 15 SALVAGE AND REINSTALL IRRIGATION HEADS EA 10 55.00 $50.00 580.00 5800.00 555.00 5550.00 518.00 5180.00 16 ADJUST EXISTING CURB BOX EA 10 5184.00 51,840.00 5110.00 51,100.00 5110.00 51,100.00 550.00 $500.00 17 ADJUST EXISTING VALVE BOX EA 23 5184.00 54,232.00 5300.00 56,900.00 5110.00 52,530.00 5100.00 52,300.00 18 ADJUST EXISTING SANITARY SEWER MANHOLE FRAME AND RING CASTING EA 39 5525.00 520,475.00 5500.00 519,500.00 5150.00 55,850.00 5250.00 59,750.00 19 ADJUST EXISTING STORM SEWER CATCHBASIN FRAME AND RING CASTING EA 7 5565.00 53,955.00 5300.00 52,10000 515000 51,050.00 5350.00 52,450.00 20 ADJUST EXISTING STORM SEWER CATCHBASIN MANHOLE FRAME AND RING CASTING EA 16 5565.00 59,04000 5600.00 59,600.00 5150.00 52,400.00 5250.00 54,000.00 21 RECONSTRUCT SANITARY MANHOLE LF 11 5710.00 57,810.00 5300.00 53,300,00 5350.00 53,850.00 5950.00 510,45000 22 RECONSTRUCT EXISTING VALVE BOX EA 7 5659.65 54,617.55 5300.00 52,100.00 5210.00 51,47000 5625.00 54,375.00 23 GROUT EXISTING STRUCTURE, INCL. DOGHOUSES, INVERTS, BENCHES EA 25 5253.00 56,325.00 $250.00 56,250.00 5400.00 510,000.00 5200.00 55,000.00 24 SAWING BITUMINOUS PAVEMENT LF 775 52.00 51,550.00 53.00 52,325.00 51.84 51,426.00 52.25 51,743.75 25 SAWING CONCRETE PAVEMENT LF 50 55.00 $250.00 54.00 5200.00 54.00 5200.00 510.00 5500.00 26 MILL BITUMINOUS CONSTRUCTION JOINT LF 300 51.15 5345.00 53.00 5900.00 54.52 51,356.00 53.10 5930.00 27 REMOVE EXISTING 18' TRASH GUARD EA 1 5200.00 5200.00 560.00 560.00 5100.00 5100.00 565.00 565.00 ' 28 CLEAN EXISTING STORM PIPE LF 300 $5.00 51,500.00 55.00 51,500.00 510.00 53,000.00 58.00 52,400.00 1 000616091700BTids BT -1 Bidder No. 1 Bidder No. 2 Bidder No. 3 Bidder No. 4 BID TABULATION Rum River Contracting Co Forest Lake Contracting Inc Knife River Corporation - North pled Contracting Inc Item Central Num Item Units Eh UnI Price Total UnI Price Total Unit Price Total Unit Price Total 29 CONNECT TO EXISTING STORM SEWER STRUCTURE EA 1 5500.00 5500.00 5600.00 5600.00 5400.00 5400.00 5500.00 5500.00 30 CONNECT TO EXISTING RCP STORM SEWER EA 5 5100.00 5500.00 5600.00 53,000.00 5400.00 52,000.00 5500.00 52,500.00 31 INSTALL 18' TRASH GUARD ON EXISTING FLARED END SECTION EA 1 5453.00 5453.00 5350.00 5350.00 5500.00 5500.00 $500.00 5500.00 32 15" RCP FLARED END SECTION, INCL. TRASH GUARD EA 2 5818.00 51,636.00 5800.00 51,600.00 5800.00 51,600.00 5725.00 51,450.00 33 12" RCP STORM SEWER, CLASS 5 LF 135 525.00 53,375.00 $30,00 54,050.00 518.50 52,497.50 522.00 52,970.00 34 15' RCP STORM SEWER, CLASS 5 LF 365 527.00 59,855.00 533.00 512,045.00 519.50 57,117.50 524.00 58,760.00 35 18' RCP STORM SEWER, CLASS 5 LF 48 530.00 51,440.00 536.00 51,728.00 524.00 51,152.00 530.00 51,440.00 36 CLASS III RANDOM RIPRAP CY 70 576.00 55,320.00 570.00 54,900.00 $80.00 55,600.00 565.00 54,550.00 37 2' X 3' C8, INCL. R- 3067 -V CSTG AND CONC ADJ RINGS EA 3 51,399.00 54,197.00 51,600.00 54,800.00 51,300.00 53,900.00 51,500.00 54,500.00 38 4' DIA STORM SEWER CBMH, INCL R- 3067 -V CSTG AND CONC ADJ RINGS EA 7 51,716.00 512,012.00 51,800.00 512,600.00 51,550.00 510,850.00 51,425.00 59,975.00 39 CONSTRUCT 4' DIA CBMH OVER EXISTING STORM SEWER PIPE, INCL. R- 3067 -V CSTG AND CONC ADJ RINGS EA 1 51,748.00 51,748.00 52,500.00 52,50000 51,400.00 51,400.00 51,500.00 51,500.00 40 CONNECT DRAINTILE TO EXISTING STORM STRUCTURE EA 42 546.00 51,932.00 5180.00 57,560.00 5100.00 54,200.00 5175.00 57,350.00 41 4" PERFORATED POLYETHYLENE DRAINTILE PIPE WITH SOCK WRAP LF 3500 52.57 58,995,00 53.00 510,500.00 55.00 517,500.00 53.00 $10,500.00 42 4" PERFORATED POLYETHYLENE DRAINTILE PIPE WITH COARSE FILTER AGGREGATE, GEOTEXTILE WRAP, AND SOCK WRAP LF 12400 54,57 556,668.00 58.00 599,200.00 55.00 562,000.00 54.45 555,180.00 43 IMPROVED PIPE FOUNDATION, PER 6" INCREMENT - STORM SEWER LF 300 55.55 51,665.00 55.00 51,500.00 55.00 51,500.00 53.00 5900.00 44 COMMON EXCAVATION (EV) CY 5000 55.90 529,500.00 57.00 535,000,00 56.00 530,000.00 55.50 527,500.00 45 COMMON EXCAVATION (EV) - STORM SEWER CROSSINGS CY 4500 55.90 526,550.00 50.01 545.00 56.00 527,000.00 56,00 527,000.00 46 SUBGRADE EXCAVATION (EV) CY 2000 $5.90 511,800.00 57.00 514,000.00 55.00 510,000.00 52.00 54,000.00 47 TOLERANCE CLASS 5 - TYPE IV IMPROVEMENTS ONLY LF 6500 50.65 54,225.00 52.50 516,250.00 51.02 56,630.00 51.80 511,700.00 48 SUBGRADE PREPARATION - STREET SY 10900 50.40 54,360.00 50.01 5109.00 50.50 55,450.00 50.65 57,085.00 49 GEOTEXTILE FABRIC, TYPE V SY 10900 50.89 59,701.00 51.40 515,260.00 51.20 513,080.00 51.25 513,625.00 50 SELECT GRANULAR BORROW (CV) CY 7000 511.99 583,930.00 512.00 584,000.00 58.00 556,000.00 513.65 595,550.00 51 AGGREGATE BASE, CLASS 5 TN 5150 513.35 568,752.50 58.00 541,200.00 512.74 565,611.00 511.00 556,650.00 52 TYPE LV4 WEARING COURSE MIXTURE (B) - DRIVEWAYS TN 225 560.50 513,612.50 577.00 517,325.00, 5115.50 525,987.50 567.25 515,131.25 53 TYPE LV 3 NON WEARING COURSE MIXTURE (B) TN 3975 547.80 5190,005.00 547.50 5188,812.50 552.18 5207,415.50 547.75 5189,806.25 54 TYPE LV 3 WEARING COURSE MIXTURE (B) - 2009 TN 2850 $48.26 5137,541.00 548.00 5136,800.00 558.46 5166,611.00 548.25 5137,512.50 55 BITUMINOUS MATERIAL FOR TACK COAT - 2009 GAL 1850 53.00 55,550.00 51.75 53,237.50 51,85 53,422.50 52.00 53,700.00 56 SAW AND SEAL TRANSVERSE JOINTS IN BITUMINOUS WEAR COURSE -2009 IF 6700 51.62 510,854.00 51.70 511,390,00 51.62 510,854.00 51.75 511,725.00 57 CONCRETE CURB AND GUTTER LF 2250 515.38 534,605.00 514.00 531,500,00 516.35 536,787.50 516.45 537,012.50 58 CURB REINFORCEMENT BARS, NO. 4 LF 1120 $0.92 51,030.40 50.50 5560.00 51.00 51,120.00 51.10 51,232.00 59 6" CONCRETE DRIVEWAY PAVEMENT SY 55 548.00 52,640.00 540.00 52,200.00 546.00 52,530.00 540.00 52,200.00 60 TOPSOIL BORROW (LV) CY 400 512.95 55,180.00 512.00 54,800.00 510.00 54,000.00 513.00 55,200.00 61 SODDING, LAWN TYPE SY 2300 52.20 55,060,00 54.00 59,200.00 52.55 55,865.00 52.60 55,980.00 62 TURF REINFORCEMENT MAT SY 50 55500 52,750.00 512.50 5625.00 519.75 5987.50 520.00 51,000.00 000616091700BT.9s BT -2 Bidder No.1 Bidder No. 2 Bidder No. 3 Bidder No. 4 BID TABULATION Rum Myer Contacting Co Forest Lake Contracting Inc Knife River Corporation - North Diesel Contracting Inc Item Central Num Item Units Qty unit Pike Total Unit Pace Total Unit Price Total UnitPda Total 63 TRANSPLANT TREE - PINE EA 7 5400.00 52,800.00 $150.00 51,050.00 5300.00 52,100.00 5225.00 51,575.00 64 TRANSPLANT TREE - DECIDUOUS EA 1 5500.00 5500.00 5150.00 5150.00 5500.00 5500.00 5425.00 5425.00 65 SEGMENTAL RETAINING WALL SF 1750 $20.00 535,000.00 517.00 $29,750.00 516.50 528,875.00 517.00 529,750.00 66 CONSTRUCT RAIN GARDEN SF 8500 56.00 551,000.00 53.75 531,875.00 51.50 512,750,00 55.00 542,500.00 67 SEEDING, INCL MNDOT SEED MIX 270 AND EROSION CONTROL BLANKET, CATERGORY 3, BIODEGRADABLE NETTING SY 950 51.25 51,187.50 51.90 51,805.00 51.75 51,662.50 52.00 51,900.00 68 DITCH EXCAVATION - 73RD STREET, NORTH OF EXISTING FLARED END SECTION LF 50 510.00 5500.00 533.00 51,650.00 $10.00 5500.00 $10.00 5500.00 69 CATCH BASIN PROTECTION EA 18 5200.00 53,600.00 550.00 5900.00 5150.00 52,700.00 5150.00 52,700.00 70 STREET SWEEPER (PICKUP BROOM W/OPERATOR) HR 35 5100.00 53,500.00 580.00 52,800.00 5115.00 54 5200.00 57.000.00 TOTAL PART 2- TYPE 111 & IV IMPROVEMENTS - $959,614.65 51,006,442.00 5969,230.50 5992,453.25 73RD STREET, 72ND STREET, UNITY STREET, 72ND 12 STREET, TWIN LAKES AVENUE, BROW DRIVE, PRAIRIE DRIVE, AND PETERSON TRAIL AREAS PART 3 - TYPE V IMPROVEMENTS - CLEAR RIDGE, GRANGE VIEW, BRIAN WAY, BRIAN DRIVE, AND FOX RUN AREAS: 71 REMOVE BITUMINOUS PAVEMENT SY 1975 52.00 53,950.00 53.00 55,925.00 55.09 510,052.75 $1,00 51,975.00 72 REMOVE CONCRETE CURB AND GLITTER LF 750 53.00 52,250.00 54.00 53,000.00 53.00 32,250.00 53.00 52,250.00 73 REMOVE BITUMINOUS DRIVEWAY SY 150 52.00 5300.00 54.00 5600.00 522.66 53,399.00 53.00 5450.00 74 REMOVE BITUMINOUS PATH SY 20 52.00 540.00 54.00 380.00 534.99 5699.80 53.00 560.00 75 REMOVE STORM SEWER PIPE IS 80 55.00 5400.00 58.00 5640.00 55.00 5400.00 510.00 5800.00 76 SALVAGE AND REINSTALL IRRIGATION LINES LF 100 $2.00 5200.00 53.00 5300.00 510.00 51,000.00 52.25 5225.00 77 SALVAGE AND REINSTALL IRRIGATION HEADS EA 5 $10.00 550.00 580.00 5400.00 575.00 5375.00 520.00 5100.00 78 BOLT REPLACEMENT- HYDRANT AND GATE VALVE EA 9 5432.64 53,893.76 51,100.00 $9,900.00 5750.00 56,750.00 51,500.00 513,500.00 79 BOLT REPLACEMENT- GATE VALVE EA 9 5432,64 53,893.76 $500.00 54,500.00 5500.00 54,500.00 $1,500.00 513,500.00 80 SALVAGE AND REINSTALL MAILBOX EA 5 580.00 5400.00 5100.00 5500.00 5100.00 5500.00 5110.00 5550.00 81 ADJUST EXISTING VALVE BOX EA 9 5184.00 51,656.00 5400.00 53,600.00 5100.00 5900.00 5125.00 51,125.00 82 ADJUST EXISTING SANITARY SEWER MANHOLE FRAME AND RING CASTING EA 13 5525.00 56,825.00 5500.00 56,500.00 5150.00 51,950.00 5200.00 52,600.00 83 ADJUST EXISTING STORM SEWER CATCHBASIN FRAME AND RING CASTING EA 3 5565.00 51,695.00 5300.00 5900.00 5180.00 5540.00 5225.00 5675.00 84 ADJUST EXISTING STORM SEWER CATCHBASIN MANHOLE FRAME AND RING CASTING EA 6 5565.00 53,390.00 5600.00 33,600.00 5180.00 51,080.00 5200.00 51,200.00 85 GROUT EXISTING STRUCTURE, INCL. DOGHOUSES, INVERTS, BENCHES EA 5 5253.00 31,265.00 5300.00 51,500.00 5350.00 51,750.00 55.00 525.00 86 SAWING BITUMINOUS PAVEMENT LF 1500 52.00 53,000.00 53.00 54,500.00 51.84 52,760.00 52.25 53,375.00 87 MILL BITUMINOUS CONSTRUCTION JOINT 11 185 $1.15 5212.75 53.00 5555.00 53.04 5562.40 53.10 5573.50 88 EDGE MILL BITUMINOUS 6' WIDE IF 7850 50.65 55,102.50 50.80 56,280.00 51.64 512,874.00 51.00 57,850.00 89 CLEAN EXISTING STORM PIPE LF 200 55.00 51,000.00 55.00 51,000.00 510.00 52,000.00 510.00 52,000.00 90 CONNECT DRAINTILE TO EXISTING STORM STRUCTURE EA 14 5100.00 51,400.00 5160.00 52,240.00 5100.00 51,400.00 5175.00 52,450.00 91 4' PERFORATED POLYETHYLENE DRAINTILE PIPE WITH SOCK WRAP LF 300 52.57 5771.00 53.00 5900.00 54.00 51,200.00 54.00 51,200.00 92 COMMON EXCAVATION (EV) - STORM SEWER CROSSINGS CY 5500 56.15 533,825.00 5(101 555.00 56.00 533,000.00 55.60 530,800.00 00061609170OBT.As BT-3 • Bidder No. 1 Bidder No. 2 Bidder No. 3 Bidder No. 4 BID TABULATION Rum Rica Contradktg Co Forest Lake Contracting Inc Knife River Corporation - North Dresel Contrasting Inc Item Central Num Item Units Qty Unk Price Total Unk Price Total Unit Price Total Unk Pdce Total 93 SUBGRADE EXCAVATION (EV) CY 1200 56.15 57,380.00 57.00 58,400.00 56.00 57,20000 58.00 59,600.00 94 GEOTEXFILE FABRIC, TYPE V SY 1750 50.89 51,557.50 51.40 52,450.00 51.50 52,625.00 51.00 51,750.00 95 SELECT GRANULAR BORROW (CV) CY 350 511.99 54,196.50 518.00 56,300.00 58.00 52,800.00 515.00 55,250.00 96 AGGREGATE BASE, CLASS 5 TN 950 513.35 512,682.50 515.00 514,250.00 514.75 514,012.50 510.50 59,975.00 97 AGGREGATE BASE, CLASS 5 - SIDEWALKS AND DRIVEWAYS TN 75 510.45 5783.75 522.00 51,650.00 526.08 51,956.00 515.00 51,125.00 98 TYPE LV4 WEARING COURSE MIXTURE (8) - DRIVEWAYS TN 30 560.50 51,815.00 582.00 52,460.00 5130.50 53,915.00 568.00 52,040.00 99 BITUMINOUS PATCHING - STREET, TYPE LV 3 NON WEARING COURSE MIXTURE (B) TN 575 565.10 537,432.50 561.00 535,075.00 580.37 546,212.75 561.25 535,218.75 100 TYPE LV 3 WEARING COURSE MIXTURE (B) - 2009 TN 1475 548.26 571,183.50 548.00 570,800.00 560.18 588,765.50 548.25 571,168.75 101 BITUMINOUS MATERIAL FOR TACK COAT -2009 GAL 875 53.00 52,625.00 51.75 51,531.25 51.83 51,601.25 52.00 51,750.00 102 CONCRETE CURB AND GUTTER If 750 516.38 512,285.00 514.00 510,500.00 516.35 512,262.50 516.50 512,375.00 103 CURB REINFORCEMENT BARS, NO. 4 LF 300 50.92 5276.00 5050 5150.00 51.00 5300.00 51.10 5330.00 104 6" CONCRETE PEDESTRIAN RAMP SY 10 554.00 5540.00 541.00 541000 540.50 5405.00 541.00 5410.00 105 4' CONCRETE SIDEWALK SY 130 541.20 55,356.00 527.00 53,510.00 530.80 54,004.00 531.00 54,030.00 106 TRUNCATED DOME PANEL SF 12 538.00 5456.00 540.00 5480.00 528.00 5336.00 530.00 5360.00 107 TOPSOIL BORROW (LV) CY 150 512.95 51,942.50 518.00 52,700.00 510.00 51,500.00 516.00 52,400.00 108 SODDING, LAWN TYPE SY 1000 52.20 52,200.00 55.00 55,000.00 52.55 52,550.00 52.60 52,600.00 109 STREET SWEEPER (PICKUP BROOM W/OPERATOR) HR 10 5150.00 51,500.00 580.00 $800.00 5125.00 51,250.00 5200.00 52,000.00 TOTAL PART 3 -TYPE V IMPROVEMENTS - CLEAR 5239,731.52 5223,941.25 5261.638.45 5249,666.00 RIDGE, GRANGE VIEW, BRIAN WAY, BRIAN DRIVE. AND FOX RUN AREAS PART 4 - BACKYARD DRAINAGE IMPROVEMENTS - BRIAN DRIVE, 73RD STREET, AND QUEBEC STREET AREAS: 110 CLEAR AND GRUB AND REMOVE LANDSCAPE - BRIAN DRIVE AREA 15 1 51,000.00 51,000.00 $2,000.00 52,000.00 51,500.00 51,500.00 $2,500.00 52,500.00 111 REMOVE TREE - QUEBEC STREET AREA EA 4 5225.00 5900.00 595.00 5380.00 5300.00 51,200.00 5200.00 5800.00 112 SALVAGE AND REINSTALL IRRIGATION LINES IF 200 52.00 5400.00 53.00 5600.00 510.00 52,000.00 52.00 5400.00 113 SALVAGE AND REINSTALL IRRIGATION HEADS EA 10 55.00 550.00 $80.00 5800.00 555.00 5550.00 520.00 5200.00 114 SALVAGE AND REINSTALL FENCE LF 775 55.00 53,875.00 510.00 57,75000 519.50 515,112.50 520.00 515,500.00 115 DITCH EXCAVATION IF 110 510.00 51,100.00 533.00 53,630.00 55.00 5550.00 510.00 51,10000 116 CONSTRUCT 4' DIA STORM SEWER MH OVER EXISTING STORM SEWER PIPE, INCL. R- 1642 -B CSTG AND CONC ADJ RINGS EA 1 51,617.00 51,611.00 52,400.00 52,400.00 51,400.00 51,400.00 51,500.00 51,500.00 117 6' PERFORATED PVC DRAINTILE PIPE, SCHEDULE 40, WITH COARSE FILTER AGGREGATE AND 6EOTEXTILE WRAP- QUEBEC STREET AREA LF 800 59.99 57,992.00 524.00 519,200.00 56.00 54,800.00 512.65 510,120.00 118 6" PERFORATED PVC DRAINTILE PIPE, SCHEDULE 40, WITH COARSE FILTER AGGREGATE AND GEOTEXTILE WRAP - BRIAN DRVE AREA LF 515 59.99 55,144.85 528.00 514,420.00 510.00 55,150.00 512.65 56,514.75 119 6' PERFORATED PVC DRAINTILE PIPE, SCHEDULE 40, WITH COARSE FILTER AGGREGATE AND GEOTEXTILEWRAP -73RD STREET AREA LF 175 59.99 51,748.25 528.00 54,900.00 510.00 51,750.00 512.65 52,213.75 120 6' PVC 90 DEGREE BEND EA 7 525.05 5175.35 520.00 5140.00 570.00 5490.00 565.00 5455.00 121 6" X r PVC TEE EA 10 535.71 5357.10 530.00 5300.00 590.00 5900.00 590.00 5900.00 122 6" PVC CLEANOUT EA 2 5122.41 5244.82 5240.00 5480.00 5115.00 5230.00 550.00 5100.00 000616091700BT.xls BT-4 Bidder No. 1 Bidder No. 2 Bidder No. 3 Bidder No. 4 BID TABULATION Rum River Contracting Co Forest Lake Contracting Inc KnBe Ricer Corporation - North Diesel Contracting Inc Item Central Num Item Units Qty Unit Prins Total Unit Price Total Unit Price Total Unit Price Total 123 6" YARD DRAIN EA 12 534.12 5409.44 5140.00 51,680.00 5150.00 51,800.00 $150.00 51,800.00 124 6" RODENT CAP EA 2 529.68 55936 522.00 344.00 5110.00 5220.00 150.00 5100.00 125 5" BLACK POLYETHYLENE LAWN EDGING LF 300 53.00 5900.00 55.00 51,500.00 54.00 51,200.00 55.00 $1,500.00 126 1 1/2" WASHED RIVER ROCK CY 100 525.00 52,500.00 560.00 56,000.00 530.00 53,000.00 5125.00 512,500.00 127 CLASS 01 RANDOM RIPRAP CY 16 576.00 51,216.00 580.00 11,280.00 580.00 51,280.00 5100.00 51,600.00 128 TOPSOIL BORROW (IV) CY 45 512.95 5582.75 530.00 51,350.00 518.75 5843.75 51500 $675.00 129 SODDING, LAWN TYPE SY 2500 52.20 55,500.00 54.00 510,00000 52.55 56,375.00 52.60 56,500.00 130 FINAL GRADING AND SHAPING BACKYARDS - 73RD STREET AREA SY 450 51.00 5450.00 51.00 5450.00 55.00 52,250.00 54.00 51,800.00 131 FINAL GRADING AND SHAPING BACKYARDS - QUEBEC STREET AREA SY 1150 51.00 51,150,00 11.00 51,150.00 55.00 55,750.00 54.00 54,600.00 132 FINAL GRADING AND SHAPING BACKYARDS - BRIAN DRIVE AREA SY 900 51.00 5900.00 51.00 5900.00 55.00 54,500.00 54.00 53,600.00 TOTAL PART 4- BACKYARD DRAINAGE 538,27192 581,354.00 562,851.25 576,978.50 IMPROVEMENTS - BRIAN DRIVE, 73RD STREET, AND QUEBEC STREET AREAS BASE BID: TOTAL PART 1 - PROJECT MANAGEMENT 528,400.00 526,000.00 543,450.00 549,000.00 TOTAL PART 2 - TYPE 01 & IV IMPROVEMENTS - 73RD STREET, 72ND STREET, UNITY STREET, 72ND 1/2 STREET, TWIN LAKES AVENUE, BRIAN DRIVE, PRAIRIE DRIVE, AND PETERSON TRAIL AREAS 5959,614,65 51,006,442.00 5969,230.50 5992,453.25 TOTAL PART 3 - TYPE V IMPROVEMENTS - CLEAR RIDGE, GRANGE VIEW, BRIAN WAY, BRIAN DRIVE, AND FOX RUN AREAS 5239,731.52 5223,941.25 5281,638.45 TOTAL PART 4 - BACKYARD DRAINAGE 5249,666.00 IMPROVEMENTS - BRIAN DRIVE, 73RD STREET, AND QUEBEC STREET AREAS 538,271.92 581,354.00 562,851.25 576,978.50 TOTAL BASE BID 51,266,01809 51,337,737.25 51,357,170.20 51,368,097.75 ALTERNATE NO. 1 - FUNDING AGENCY REQUIREMENTS: 133 ADDITIONAL COMPENSATION NEEDED IF FUNDING AGENCY REQUIREMENTS ARE ADDED TO THE JOB LS 1 No Bid No Bid 514,000.00 514.000.00 55,000.00 $5,000.00 525,000.00 525,000.00 No Bld 514,000.00 5500000 TOTAL ALTERNATE NO, 1 - FUNDING AGENCY ,. REQUIREMENTS 525,000.OQ 00061609170013T.>ds 8T -5 Bidder No.1 Bidder No. 2 Bidder No. 3 Bidder No. 4 BID TABULATION Rum River Contading Co Forest Lake Contracting Inc Knife River Corporatbn - North Diesel Contracting Inc Item Central Num Item Units Qty Unit Pike Total Unit Price Total Unit Pike Total Unit Pike Total Contractor Name and Address: Rum River Contracting Co Forest Lake Contracting Inc Knife Risser Corporation - North Dresel Contracting Inc 31913 124th Street 14777 lake Drive Central 24044 July Avenue Princeton MN 55371 Forest Lake MN 55025 4787 Shadow Wood Drive NE Chisago City MN 55013 Sauk Rapids MN 56379 Phone: 763-389-3718 651-464 -4500 320-251-9472 651- 257 -9469 Fax 763- 389 -3213 651-464-4722 320-251-0011 651- 257 -1169 Signed By. Dan Ramer Robert D. Vollhaber John F. Quade Josh Dresel Tide: Vice President/Sales Vice President Vice President Vke President Bid Security, Bid Band Bid Bond Bid Bond Bid Bond Bid Form - Submitted Revised Bid Form Page 10 With Bid: Not Submitted Submitted Submitted Submitted EPA Fonn 6100 -3 Submitted: Not Submitted Submitted Submitted Submitted EPA Form 6100-4 Submitted: Not Submitted Submitted Submitted Submitted Data Sheet #2 Submftted: Not Submitted Submitted Submitted Submitted EPA Form 5700 -49 Submitted: Not Submitted Submitted Submitted Submitted Addenda Acknowledged: One, Two, and Three One, Two, and Three One, Two, and Three One, Two, and Three 000616091700BT.7ds BT-6 Bidder No. 5 Bidder No. 6 BID TABULATION TowerAsphait Inc T A Sddhky & Sax Inc him Nom Item Units Qty Unit Rice Total Unit Price Total PART 1 - PROJECT MANAGEMENT: I MOBIUZATION LS 1 554,415.00 554,415.00 555,500.00 555,500.00 2 TRAFFIC CONTROL 15 1 55,000.00 55,000.00 $6,400.00 56.400.00 TOTAL PART 1- PROJECT MANAGEMENT 159,415.00 161,900.00 PART 2 - TYPE III & IV IMPROVEMENTS - 73RD STREET, 72ND STREET, UNITY STREET, T2N0112 STREET, TWIN LAKES AVENUE, BRIAN DRIVE, PRAIRIE DRIVE, AND PETERSON TRAIL AREAS: 3 TEMPORARY ROCK CONSTRUCTION ENTRANCE TN 50 519.00 5950.00 515.45 5772.50 4 SILT FENCE, MACHINE SLICED LF 1700 52.00 53,400.00 51.70 52,890.00 5 REMOVE BITUMINOUS PAVEMENT SY 29300 52.60 576,180.00 51.49 543,657.00 6 REMOVE CONCRETE CURB AND GUTTER LF 2250 52.00 54,500.00 52.06 54,635.00 7 REMOVE BITUMINOUS DRIVEWAY SY 375 52.50 593750 52.32 5870.00 8 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 50 53.50 5175.00 54.12 5206.00 9 REMOVE STORM SEWER PIPE LF 100 58.00 5800.00 55.15 5515.00 10 REMOVE TREE EA 10 5120.00 51,200.00 5128.75 51,287.50 11 REMOVE STORM SEWER CATCH BASIN MANHOLE EA 4 5325.00 51,300.00 5206.00 5824.00 12 BOLT REPLACEMENT - HYDRANT AND GATE VALVE EA 15 51,495.00 522,425.00 52,060.00 530,900.00 13 BOLT REPLACEMENT - GATE VALVE EA 24 5995.00 523,880.00 51545.00 537,080.00 14 SALVAGE AND REINSTALL IRRIGATION LINES IF 250 52.50 5625.00 52.06 5515.00 IS SALVAGE AND REINSTALL IRRIGATION HEADS EA 10 545.00 5450.00 587.55 5875.50 16 ADJUST EXISTING CURB BOX EA 10 5200.00 52,000.00 587.55 5875.50 17 ADJUST EXISTING VALVE BOX EA 23 5200.00 54,600.00 566.95 51,539.85 18 ADJUST EXISTING SANITARY SEWER MANHOLE FRAME AND RING CASTING EA 39 5665.00 525,935.00 5375.95 514,662.05 19 ADJUST EXISTING STORM SEWER CATCHBASIN FRAME AND RING CASTING EA 7 5665.00 54,655.00 5283.25 51,982.75 20 ADJUST EXISTING STORM SEWER CATCHBASIN MANHOLE FRAME AND RING CASTING EA 16 5665.00 510,640.00 5372.86 55,965.76 21 RECONSTRUCT SANITARY MANHOLE LF 11 5150.00 51,650.00 5257.50 52,832.50 22 RECONSTRUCT EXISTING VALVE BOX EA 7 5295.00 52,065.00 5257.50 51,802.50 23 GROUT EXISTING STRUCTURE, INCL DOGHOUSES, INVERTS, BENCHES EA 25 5225.00 55,625.00 5180.25 54,506.25 24 SAWING BITUMINOUS PAVEMENT LF 775 52.00 51,550.00 51.55 51,201.25 25 SAWING CONCRETE PAVEMENT LF 50 53.00 5150.00 54.12 5206.00 26 MILL BITUMINOUS CONSTRUCTION JOINT LF 300 51.00 5300.00 56.18 51,854.00 27 REMOVE EXISTING 18' TRASH GUARD EA 1 565,00 565.00 551.50 551.50 28 CLEAN EXISTING STORM PIPE LF 300 510.00 53,000.00 53.09 5927.00 000616091700BT.xls BT -7 Bidder No. 6 Bidder No. 8 BID TABULATION Tower Asphalt Inc TAScNhky8 Sons Inc 1 Ihm New Item Units Qty Unit Rice Total Unit PI102 Total 29 CONNECT TO EXISTING STORM SEWER STRUCTURE EA 1 3425.00 5425.00 5221.45 5221.45 30 CONNECT TO EXISTING RCP STORM SEWER EA 5 5350.00 51,750.00 3257.50 31,287.50 31 INSTALL 18" TRASH GUARD ON EXISTING FLARED END SECTION EA 1 3375.00 3375.00 3395.52 5395.52 32 15" RCP FLARED END SECTION, INCL. TRASH GUARD EA 2 5825.00 51,650.00 3808.55 31,617.10 33 12° RCP STORM SEWER, CLASS 5 LF 135 529.00 33,915.00 322.66 33,059.10 34 15" RCP STORM SEWER, CLASS 5 LF 365 330.00 310,950.00 325,75 59,398.75 35 18" RCP STORM SEWER, CLASS 5 LF 48 532.00 51,536.00 529.87 31,433.76 36 CLASS III RANDOM RIPRAP CY 70 380.00 35,600.00 $87.55 36,128.50 37 2' X 3' CB, INCL R- 3067 -V CSTG AND CONC ADJ RINGS EA 3 31,450.00 34,350.00 51,633.58 34,900.74 38 4' DIA STORM SEWER CBMH, INCL R-3067 -V CSTG AND CONC ADJ RINGS EA 7 51,925.00 513,475.00 52,003.35 514,023.45 39 CONSTRUCT 4' DIA CBMH OVER EXISTING STORM SEWER PIPE, INCL. R- 3067 -V CSTG AND CONC ADJ RINGS EA 1 32,295.00 32,295.00 32,11150 32,111.50 40 CONNECT DRAINTILE TO EXISTING STORM STRUCTURE EA 42 585.00 33,570.00 5123.60 55,191.20 41 4" PERFORATED POLYETHYLENE DRAINTILE PIPE WITH SOCK WRAP LF 3500 32.20 37,700.00 36.18 321,630.00 42 4" PERFORATED POLYETHYLENE DRAINTILE PIPE WITH COARSE FILTER AGGREGATE, GEOTEXTILE WRAP, AND SOCK WRAP LF 12400 35.40 366,960.00 39.79 5121,396.00 43 IMPROVED PIPE FOUNDATION, PER 6" INCREMENT - STORM SEWER LF 300 $4.25 31,275.00 34.12 31,236.00 44 COMMON EXCAVATION (EV) CY 5000 56.80 534,000.00 38.24 341,200.00 45 COMMON EXCAVATION (EV) - STORM SEWER CROSSINGS CY 4500 56.80 330,600.00 38.24 537,080.00 46 SUBGRADE EXCAVATION (EV) CY 2000 56.80 313,600,00 38.24 316,480.00 47 TOLERANCE CLASS 5 - TYPE IV IMPROVEMENTS ONLY LF 6500 30.92 55,980,00 50.82 35,330.00 48 SUBGRADE PREPARATION - STREET SY 10900 30.40 34,360.00 $0.57 36,213.00 49 GEOTEXTILE FABRIC, TYPE V SY 10900 32.05 322,345.00 $1.70 318,530.00 50 SELECT GRANULAR BORROW (CV) CY 7000 39.95 569,650.00 39.48 366,360.00 51 AGGREGATE BASE, CLASS 5 TN 5150 35.95 330,642.50 39.79 150,418.50 52 TYPE LV4 WEARING COURSE MIXTURE (8) - DRIVEWAYS TN 225 555.00 312,375.00 376.22 317,149.50 . 53 TYPE LV 3 NON WEARING COURSE MIXTURE (6) TN 3975 551.30 3203,917.50 856.65 5225,183.75 54 TYPE LV 3 WEARING COURSE MIXTURE (8) - 2009 TN 2850 552.20 5148,770.00 556.65 3161,452.50 55 BITUMINOUS MATERIAL FOR TACK COAT - 2009 GAL 1850 31.00 51,850.00 32.32 34,292.00 56 SAW AND SEAL TRANSVERSE JOINTS IN BITUMINOUS WEAR COURSE - 2009 LF 6700 31.62 310,854.00 31.60 310,720.00 57 CONCRETE CURB AND GUTTER LF 2250 314.95 333,637.50 315.40 334,650.00 58 CURB REINFORCEMENT BARS, NO. 4 LF 1120 50.65 5728.00 50.72 3806.40 59 6" CONCRETE DRIVEWAY PAVEMENT SY 55 345.25 32,486.75 551.50 52,832.50 60 TOPSOIL BORROW (LV) CY 400 315.00 36,000.00 510.30 54,120.00 61 SODDING, LAWN TYPE 5Y 2300 52.65 36,095.00 32.42 35,566.00 62 TURF REINFORCEMENT MAT SY 50 330.00 51,500.00 312.88 5644.00 00001609170087 -4s BT-8 Bidder No. 5 Bidder No. 8 BID TABULATION ToeeTAsphaltInc T A Schlfsky & Sons Inc Item Nom Item Units Qty Unit Price Total link Pia Total 63 TRANSPLANT TREE - PINE EA 7 5300.00 52,100.00 5128.75 5901.25 64 TRANSPLANT TREE - DECIDUOUS EA 1 5500.00 5500.00 5128.75 5128.75 65 SEGMENTAL RETAINING WALL SF 1750 520.00 535,000.00 518.03 531,552.50 66 CONSTRUCT RAIN GARDEN SF 8500 54.65 539,525.00 53.61 530,685.00 67 SEEDING, INCL. MNDOT SEED MIX 270 AND EROSION CONTROL BLANKET, CATERGORY 3, BIODEGRADABLE NETTING 5Y 950 51.95 51,852.50 51.96 $1,862.00 68 DffCH EXCAVATION - 73RD STREET, NORTH OF EXISTING FLARED END SECTION IF 50 58.00 5400.00 5103.00 55,150.00 69 CATCH BASIN PROTECTION EA 18 5140.00 52,520.00 551.50 - 5927.00 70 STREET SWEEPER (PICKUP BROOM WIOPERATOR) HR 35 585.00 52.975.00 587.55 53,064,25 TOTAL PART 2 - TYPE III & IV IMPROVEMENTS - 51,049,149.25 51,140,763.88 73RD STREET, 72ND STREET, UNITY STREET, 72ND 1/2 STREET, TWIN LAKES AVENUE, BRIAN DRIVE, PRAIRIE DRIVE, AND PETERSON TRAIL ARIAS PART 3 - TYPE V IMPROWMEMS - CLEAR RIDGE, GRANGE VIEW, BRIAN WAY, BRIAN DRIVE, AND FOX RUN AREAS: 71 REMOVE BITUMINOUS PAVEMENT SY 1975 51.60 53,160.00 51.49 52,942.75 72 REMOVE CONCRETE CURB AND GUTTER LF 750 52.00 51,500.00 52.06 51,545.00 73 REMOVE BITUMINOUS DRIVEWAY 5Y 150 52.50 5375.00 53.09 5463.50 74 REMOVE BITUMINOUS PATH 5Y 20 53.50 570.00 53.09 561.80 75 REMOVE STORM SEWER PIPE LF 80 58.00 5640.00 55.15 5412.00 76 SALVAGE AND REINSTALL IRRIGATION LINES LF 100 52.50 5250.00 52.06 5206.00 77 SALVAGE AND REINSTALL IRRIGATION HEADS EA 5 545.00 5225.00 556.65 5283.25 78 BOLT REPLACEMENT - HYDRANT AND GATE VALVE EA 9 51,495.00 513,455.00 52,060.00 518,540.00 79 BOLT REPLACEMENT - GATE VALVE EA 9 5995.00 58,955.00 51,648.00 514,832.00 80 SALVAGE AND REINSTALL MAILBOX EA 5 575.00 5375.00 592.70 5463.50 81 ADJUST EXISTING VALVE BOX EA 9 5200.00 51,800.00 5128.75 51,158.75 82 ADJUST EXISTING SANITARY SEWER MANHOLE FRAME AND RING CASTING EA 13 5665.00 58,645.00 5396.55 55,155.15 83 ADJUST EXISTING STORM SEWER CATCHBASIN FRAME AND RING CASTING EA 3 5665.00 51,995.00 5283.25 5849.75 84 ADJUST EXISTING STORM SEWER CATCHBASIN MANHOLE FRAME AND RING CASTING EA 6 5665.00 53,990.00 5396.55 52,379.30 85 GROUT EXISTING STRUCTURE, INCL. DOGHOUSES, INVERTS, BENCHES EA 5 5325.00 51,625.00 5206.00 51,030.00 86 SAWING BITUMINOUS PAVEMENT LF 1500 52.00 53,000.00 51.55 52,325.00 87 MILL BITUMINOUS CONSTRUCTION JOINT LF 185 51.00 5185.00 56.18 51,143.30 88 EDGE MILL BITUMINOUS 6' WIDE LF 7850 51.25 59,812.50 51.41 511,068.50 89 CLEAN EXISTING STORM PIPE LF 200 510.00 52,000.00 54.12 5824.00 90 CONNECT DRAINTILE TO EXISTING STORM STRUCTURE EA 14 5100.00 51,400.00 5154.50 52,163.00 91 4' PERFORATED POLYETHYLENE DRAINTILE PIPE WITH SOCK WRAP LF 300 52.20 5660.00 57.21 52,163.00 92 COMMON EXCAVATION (EV) - STORM SEWER CROSSINGS CY 5500 56.80 537,400.00 58.24 545,320.00 000616091700BT.xis BT -9 • Bidder No. 5 Bidder No. 6 BID TABULATION TowerAsphak Inc TA Schifsky 5 Sons Inc Item Num Item Units Qty Unit Price Total Unit P11ce Total 93 SUBGRADE EXCAVATION (EV) CY 1200 56.80 58,160.00 58.24 59,888.00 94 GEOTEXTILE FABRIC, TYPE V 51 1750 52.00 53,500.00 51.70 52,975.00 95 SELECT GRANULAR BORROW (CV) CY 350 59.95 53,482.50 59.48 53,318.00 96 AGGREGATE BASE, CLASS 5 TN 950 55.95 55,652.50 59.27 58,806.50 97 AGGREGATE BASE, CLASS 5 - SIDEWALKS AND DRIVEWAYS TN 75 59.95 5746.25 512.36 5927.00 98 TYPE LV4 WEARING COURSE MIXTURE (B) - DRIVEWAYS TN 30 555.00 51,650.00 576.22 52,286.60 99 BITUMINOUS PATCHING - STREET, TYPE LV 3 NON WEARING COURSE MIXTURE (8) TN 575 551.30 529,497.50 566.95 538,496.25 100 TYPE LV 3 WEARING COURSE MIXTURE (B) - 2009 TN 1475 552.20 576,995.00 556.65 583,558.75 101 BITUMINOUS MATERIAL FOR TACK COAT - 2009 GAL 875 51.00 5875.00 52.32 52,030.00 102 CONCRETE CURB AND GUTTER LF 750 514.95 511,212.50 515.45 511,587.50 103 CURB REINFORCEMENT BARS, N0.4 LF 300 $0.65 5195.00 50.72 5216.00 104 6' CONCRETE PEDESTRIAN RAMP SY 10 545.25 5452.50 544.29 5442.90 105 4" CONCRETE SIDEWALK SY 130 539.85 55,180.50 539.14 55,088.20 106 TRUNCATED DOME PANEL SF 12 536.00 5432.00 537.08 5444.96 107 TOPSOIL BORROW (LV) CY 150 515.00 52,250.00 512.36 51,854.00 108 SODDING, LAWN TYPE SY 1000 52.65 52,650.00 52.42 52,420.00 109 STREET SWEEPER (PICKUP BROOM WIOPERATOR) HR 10 585.00 5850.00 587.55 5875.50 TOTAL PART 3 - TYPE V IMPROVEMENTS - CLEAR 5255,298.75 5290,544.71 RIDGE, GRANGE VIEW, BRIAN WAY, BROW DRIVE. AND FOX RUN AREAS PART 4 - BACKYARD DRAINAGE IMPROVEMENTS - BRIAN DRIVE, 73RD STREET, AND QUEBEC STREET AREAS: 110 CLEAR AND GRUB AND REMOVE LANDSCAPE - ! BRIAN DRIVE AREA L5 1 51,200.00 51,200.00 52,575.00 52,575.00 111 REMOVE TREE - QUEBEC STREET AREA EA 4 5175.00 5700.00 5309.00 51,236.00 112 SALVAGE AND REINSTALL IRRIGATION LINES LF 200 52.50 5500.00 52.58 5516.00 113 SALVAGE AND REINSTALL IRRIGATION HEADS EA 10 545.00 5450.00 592.70 5927.00 114 SALVAGE AND REINSTALL FENCE LF 775 $10.00 57,750.00 520.60 515,965.00 115 DITCH EXCAVATION LF 110 510.00 51,100.00 523.69 52,605.90 116 CONSTRUCT 4' DIA STORM SEWER MH OVER EXISTING STORM SEWER PIPE, INCL. R- 1642 -8 CSTG AND CONC AD) RINGS EA 1 52,000.00 52,000.00 52,163.00 52,163.00 117 6' PERFORATED PVC DRAINTILE PIPE, SCHEDULE 40, WITH COARSE FILTER AGGREGATE AND GEOTEXTILE WRAP - QUEBEC STREET AREA LF 800 56.40 55,120.00 522.66 518,128.00 118 6' PERFORATED PVC DRAINTILE PIPE, SCHEDULE 40, WITH COARSE FILTER AGGREGATE AND GEOTEXTILE WRAP - BRIAN DRIVE AREA LF 515 56.40 53,296.00 522.66 511,669.90 119 6' PERFORATED PVC DRAINTILE PIPE, SCHEDULE 40, WMTH COARSE FILTER AGGREGATE AND GEOTEXTILE WRAP - 73RD STREET AREA LF 175 56.40 51,120.00 522.66 53,965.50 120 6" PVC 90 DEGREE BEND EA 7 525.00 5175.00 541.20 5288.40 121 6" X 6' PVC TEE EA 10 535.00 5350.00 561.80 5618.00 122 6" PVC CLEANOUT EA 2 5100.00 5200.00 5154.50 5309.00 OOO616O917O0BTAls BT -10 Bidder No. 5 Bidder No. 8 BID TABULATION Tow Asphalt Inc T A Sdilfsky & Sons Inc Item Nem Item Urdts Qty Udt Price Total Unit Price Total 123 6" YARD DRAIN EA 12 5125.00 51,500.00 5154.50 51,854.00 124 6" RODENT CAP EA 2 5125.00 5250.00 541.20 582.40 125 5" BLACK POLYETHYLENE LAWN EDGING LF 300 55.00 51,500.00 51.55 5465.00 126 1 1/2" WASHED RIVER ROCK CY 100 522.00 52,200.00 536.05 53,605.00 127 CLASS III RANDOM RIPRAP 0' 16 590.00 51,440.00 5103.00 51,648.00 128 TOPSOIL BORROW (LV) CY 45 515.00 5675.00 518.54 5834.30 129 SODDING, LAWN TYPE SY 2500 52.65 56,625.00 52.42 56,050.00 130 FINAL GRADING AND SHAPING BACKYARDS - 73RD STREET AREA SY 450 51.00 5450.00 54.12 51,854.00 131 FINAL GRADING AND SHAPING BACKYARDS - QUEBEC STREET AREA SY 1150 51.00 51,150.00 54.12 54,738.00 132 FINAL GRADING AND SHAPING BACKYARDS - BRIAN DRIVE AREA SY 900 51.00 5900.00 54.12 53,708.00 TOTAL PART 4- BACKYARD DRAINAGE 540,651.00 585,805.40 IMPROVEMENTS - BRIAN DRIVE, 73RD STREET, AND QUEBEC STREET AREAS BASE BID: TOTAL PART 1 - PROJECT MANAGEMENT 559,415.00 561,900.00 TOTAL PART 2 - TYPE III & IV IMPROVEMENTS - 73RD STREET, 72ND STREET, UNITY STREET, 72ND 1/2 STREET, TWIN LAKES AVENUE, BRIAN DRIVE, PRAIRIE DRIVE, AND PETERSON TRAIL AREAS 51,049,149.25 51,140,763.88 TOTAL PART 3 - TYPE V IMPROVEMENTS - CLEAR RIDGE, GRANGE VIEW, BRIAN WAY, BRIAN DRIVE, AND FOX RUN AREAS 5255,298.75 5290,544.71 TOTAL PART 4 - BACKYARD DRAINAGE IMPROVEMENTS - BRIAN DRIVE, 73RD STREET, AND QUEBEC STREET AREAS 540,651.00 585,805.40 TOTAL BASE BID 51,404,514.00 51,579,013.99 ALTERNATE NO. 1- FUNDING AGENCY REQUIREMENTS: 133 ADDMONAL COMPENSATION NEEDED IF FUNDING AGENCY REQUIREMENTS ARE ADDED TO THE JOB L5 1 55,200.00 55,200.00 50.00 50.00 TOTAL ALTERNATE NO. 1 - FUNDING AGENCY 55,200.00 50.00 REQUIREMENTS 000616091700BT.xIs BT -11 Blddar No. 5 Bidder No. 8 BIDTABUTAT1ON Tower ASphaltInc TASdBsly&SonsInc Item 11 Item Units r Unit Price Total Unit Price Total Contractor Name and Address: Tower Asphalt Inc T A Schifsky & Sons Inc 15001 Hudson Road 2370E Hwy 36 Lakeland MN 55043 North 5t Paul MN 55109 Phone: 651- 436 -8444 651-777-1313 Fax 651-436-6515 651- 777 -7843 Signed By Richard A. Anderberg Rob Stangler Title: Project Manager C.0.0. Bid Security: Bid Bond Bid Bond Bid Form - Submitted Revised Bid Form Page 10 With Bid: Submited Submitted EPA Form 6100 -3 Submitted: Submitted Submitted EPA Form 6100-4 Submitted: Submitted Submitted Data Sheet #2 Submitted: Not Submitted Submitted EPA Form 5700 -49 Submitted: Submitted Submitted Addenda Acknowledged: One, Two, and Three One, Two, and Three 000616091700BT.xde BT -12 American Recovery and Reinvestment Act potential funding through the Public Facilities Authority's Clean Water Revolving Fund (Green Project Reserve) Peltier Lake Drive Area Street and Utility Improvements Project Possible Grant (Loan) +1- $100,000 ($300,000) Change Order to remain eligible $8,000 2009 Street Improvements Project Possible Grant +/- $100,000 ($300,000) Alternate to remain eligible (Rum River) $0 Alternate to remain eligible (Forest Lake) $14,000 DRAFT- -DRAFT- - DRAFT- -DRAFT- - DRAFT- -DRAFT- - DRAFT- -DRAFT- - The City Council of Centerville, Minnesota met in closed session on Wednesday, April 22, 2009, at 7:40 p.m. in City Hall. Present were Mayor Mary Capra, Council members, Ben Fehrenbacher, Tom Lee and Jeff Paar. Also present were City Attomey Kurt Glaser, and Administrator Dallas Larson. Council member Linda Broussazd-Vickers was absent. The purpose of the closed meeting was to consider property acquisition/negotiation in Block 8 downtown and to complete the annual performance evaluation of City Administrator Dallas. Administrator Larson reviewed the grant requirements and budget for redevelopment of Block 8. T'he grant period runs to the end of 2011, but the acquisition was envisioned to occur early in 2009. Feedback has been solicited from the Met Council staff on what flexibility the city has to delay acquiring property. Administrator Larson indicated that the appraisals for seven pazcels in Block 8 came in above the budget, and that additional money would be necessary for relocation of occupants of the properties. The Council discussed whether it is prudent to move forwazd with acquisition at this time I when the Beard Group is not yet ready to commit to constructing buildings in Block 8. Consensus among the Council was that the appraisals should be returned to the appraiser and tha.t acquisition should be put on hold until more definitive plans are avaiiable from Beard Group. The Council discussed the feasibility of bringing John Meyer back on a temporary basis to assist with figuring out how to proceed on the project given the complexities of the various grants and t� increment requirements. Consensus was that it would be wise to do so and a motion will be considered when the meeting is reopened. I The Council discussed their individual evaluations of Administrator Larson's work performance during the past year. Council members expressed their satisfaction with his work and performance. � Motion made by Council member Paar that the meeting be reopened to the public. Motion seconded by Council member Fehrenbacher, all voted in favor. Motion carried (4-0). The meeting was reopened to the public at 9:55 p.m. It was stated for the record that the only items discussed during the closed session were issues surFOUnding acquisition of property in Block 8 and the performance review of Administrator Da11as Larson. 1Nfotion made by Council member Lee to approve the performance review of Administrator Larson and that the Council graut 40 hours of additional PTO time for 2009, in recognition of outstanding performance and extra meetings required during the � / � DRAFT- -DRAFT- - DRAFT- -DRAFT- - DRAFT- -DRAFT- - DRAFT- -DRAFT- - past yeaz. Motion seconded by Council member Fehrenbacher, all present voted in favor. The motion passed. Motion by Council member Lee that the Administrator be authorized to temporarily engage the services of John Meyer subject to the following conditions: 1) Mr. Meyer may be employed up to two days per week (16 hours) at his last hourly rate, with no fringe benefits. 2) Mr. Meyer would provide a doctor's statement indicating that he is released to work in CentervilIe for up to two days per week. 3) Mr. Meyer visit with Council member Fehrenbacher to resolve his concerns. Motion by Council member Paar, seconded by Council member Fehrenbacher to adjourn. Motion passed (4-0), meeting adjourned at 9:55 p.m. Da11as Larson, Administrator Recording Secretary I I �� terv2.lfe CITY OF CENTERVILLE 05/13/09 12:19 PM �sr�GA�� a>� Page 1 *Check Summary Register0 MAY 2009 UPDATE Name Check Date Check Amt 10100 MAIN STREET BANK Paid Chk# 024360 AMERICAN WATER WORKS 5/13/2009 $74.00 P. PALZER MEMEBERSHIP Paid Chk# 024361 ANOKA COUNTY 5/13/2009 $26.63 SPECIAL PERMIT - 8K RUN 8-8-09 Paid Chk# 024362 ANOKA COUNTY PROPERTY 5/13/2009 $184.00 DOC#497758.004 - P.O.#313-FLAH Paid Chk# 024363 AVLIC 5/13/2009 $25.00 DEF. COMP W/H FOR PAY PERIOD 1 Paid Chk# 024364 BENDER, TERESA 5/13/2009 $22.78 REIMBURSE FOR POSTAGE FOR 2009 Paid Chk# 024365 CENTERVILLE LIONS 5/13/2009 $15,000.00 2009 FETE DES LACS Paid Chk# 024366 CHASE, RICHARD 5M3/2009 $114.99 CLOTHING ALLOWANCE FOR WORK BO Paid Chk# 024367 CHOICEPOIN7 SERVICES INC. 5/13/2009 $58.00 DRUG TESTS Paid Chk# 024368 Void 5/13/2009 $0.00 Paid Chk# 024369 Void 5l13/2009 $0.00 Paid Chk# 024370 CITY OF ST. PAUL 5/13/2009 $392.56 ASPHALT Paid Chk# 024371 HAWKINS WATER TREATMENT 5/13/2009 $1,526.95 CHEMICALS I Paid Chk# 024372 JEROSA INVESTMENT 5/13/2009 $100.00 DUPLICATE RENTAL REGISTATION - Paid Chk# 024373 KEITH ANDREASEN 5/13/2009 $10.00 OVER PYMT ON #09-091 6945 CENT Paid Chk# 024374 MENARDS - FOREST LAKE 5/13/2009 $38.33 WOOD STAKES Paid Chk# 024375 NATIONWIDE RETIREMENT 5/13/2009 $686.31 DEF COMP W/H PAY PERIOD 10 Paid Chk# 024376 OFFICE MAX 5/13/2009 $433.74 INK FOR PRINTER - OFFICE SUPPL Paid Chk# 024377 PRESS PUBLICATIONS 5/13/2009 $55.50 AD FOR GARAGE SALE DAYS I Paid Chk# 024378 QWEST 5/13/2009 $55.70 651-429-6579 - SERV THRU 5-31- Paid Chk# 024379 STEPHAN, KIM 5/13/2009 $103.09 REIMBURSE MEDICAL EXP - FLEX P I Paid Chk# 024380 TRU GREEN - CHEM LAWN 5/13/2009 $1,881.63 LAMOTTE PARK Paid Chk# 024381 XCEL ENERGY 5/! 3/2009 $192.04 1601 LAMOTTE DR - SERV THRU 5- Paid Chk# BI-WEEKLY ACH 5/14/2009 $14,779.24 PAY PERIOD 10 I Tota1 Checks $35,760.49 I I � / � terviCle �880�.� � �SSO38 �� ' �+� 651-429-3232 or�Fa;,651-429-8629 STATE OF MINNESOTA COUNTY OF ANOKA CITY OF CENTERVILLE RESOLUTION 09-0� CITY OF CENTERVILLE RESOLUTION OPPOSING EXPANSION OF THE ANOKA COUNTY-BLAINE AIRPORT RUNWAY(S) AND OPPOSING ANY LEGISLATIVE EFFORTS TO RECLASSIFY THE AIRPORT AS AN INTERMEDIATE STATUS FACILITY WHEREAS, the Anoka County Board of Commissioners is giving consideration ! to a resolution that would support an efFort to extend the east-west runway at the Anoka County-Blaine Airport to 6,000 feet; and, WHEREAS, the draft Anoka County Board of Commissioners' resolution ' proposes to support legislation that would allow or the extension of the runway; and, WHEREAS, the Anoka County Boazd of Commissioners' resolution proposes to support application for Federal funds to accomplish the runway extension; and, I WHEREAS, the neighboring communities to the airport appear to be universally opposed to the expansion; and, I WHEREAS, an extension of the east-west runway to 6,000 feet would require � changes in state law and could change the defined class of the airport from minor to intermediate; and, WHEREAS, the Metropolitan Council is required by law and has provided an Airport Development Guide that is required to take into consideration the physical, social and economic needs of the Metropolitan area and as a result of those considerations, the Airport Development Guide plan calls for the Anoka County-Blaine Airport to be a minor airport; and, WHEREAS, significant airport enhancements have already been made at the Anoka County-Blaine airport to enhance the safety of aircrafts that use the airport, such as a precision instrument lancling system, high intensity lights and an operational control tower; and, WHEREAS, these improvements were intended to reduce the number and frequency of noise complaints; and, WHEREAS, the extension of the runway to 6,000 feet and upgrade of the airport class to intermediate status would significantly expand the types of aircraft that could regularly utilize the Anoka County-Blaine Airport and could result in significant �� increases in noise to residents in the communities neaz the airport. NOW, THEREFORE BE IT RESOLVED, by the City Council of the Centerville, that the City opposes the Anoka County Commission's resolution to eartend the Anoka County-Blaine airport runway and to any legislative efforts to reclassify the airport to an intermediate status facility, and directs the following to occur: 1. The City staff shall file this resolution with the Anoka County Boazd. 2. The Administrator is directed to notify Legislators for Centerville of the Ciry's opposition to the proposed expansion of the Anoka County-Blaine Airport. Adopted this day of May, 2009. Mary Capra, Mayor Attest: Teresa Bender, City Clerk t��J czrr oF c�nirERVtu� t�r.Z�LG� MONTHL YENGINEER'S REPORT For May 13, 2009 CSty Council Meeting � `�staEf't�e�f 1�.� Ita/wcs = New informabvn. Normal = No change from last report. 1. 21� Avenue/Badcage Road (000616-05143-0). The a.�s�ssment ro// h�s b�en adopted. A few requlrements of the RGWD p�em�it revnain; inc/uding furthe� wetland monih�ring and p/atring of the ProP��I • 2. Old Mil! Road Improvements (000616-06147-0). We received the signed final pay request from the contractor, however, he has not provided all IC-134s or Lien Waivers and has stated that he will not be able to produce them. The City Attorney is working with the Bond Company fia issue flnal payment through them. 3. Clearwafier Creek Estafies (Hanzal Property) (000616-06154-0). Reseeding of the corrected mitigation area has been compieted. A skimmer structure is ta be �plaoed at the pond outlet per RC1ND requirerraents. Once the seeding is estabiished and the skimmer structure is installed, we can finalize the project and ask RC1ND to release �eir permit surety. 4. Hidden Spring Park (000616-07155-0). An insp�e�tion of the p/aniings in d�e rain garden and up,aer shore/ine area cnu/d be c�nducte+d in the next few weeks: Rep/aaement of the g/lde� bench slats wi/l Ge avmpAeted short/y. � 5. Comprehensive Plan (000616-07157-0). Met Councrls Community Qeve�pment Committee has approve�d t/ie p/an. It �S sd�edule+d for fu// Met Counci/ review this coming Wednesday, May 13th. We ' do not anticipate any issues with approval. If all goes as p(anned, the city can schedule its final hearing � and then adopt the plan. , Moving forvvard, next steps indude revisions to ordinanoe,s as required by the plan as we(I as other impiementafion items. 6. CSAH 14 Construction Serviaes (000616-07159-0). The Gty's pub/�c works sbh` has been handli� d�e remalning proje�et inspec[ron HronF with the exc�eption of issues re/ate+d to tfie e%trica/ syst�m for the /ighirng. On a/imite�d faasis, w� have b�en assisting City persannel as needed at our norma/ imurly rat�s 7. Downtown Redevelopment Comprehensive Infiasbvcture Plan (000636-07161-0). Pro- Source Tedmologies has completed their Limited Site Irnestigation Report on the oontaminabed soils in the downtown area. Staff will be briefed on this report next week. 8. TE Grant Trail Project (0006�.6-08165-0). M�t Camrf/ an,d MNDOT have der�aed on the Transpnrbt�n Enhanament pro�ects to be fun�ed witfi Am�erican Reao�ry and Reinvesiment (ARRA). Unfr�riunat�/y, our�� was did not �ke ifie cuG It appoears breir criteria for jtro►ging the merits of a P�n,�e�d' /�ad muc�i mor� trv a�O widi who was wPPh'��9 a"�/ meald�". A/mast a// of bh� p�njer� funded /�ad a s�gnlfKant Aaa/ matdz Fvr us, it dAd �t make s�nse lo ofl�r such a malrh, sinae we already hawe 7596 of the proje�at funded and we wiere exsentia//y s�eki� dAe m�atdifng p�on fo� funding dirnugh the ARRA. We wi!/ need G� al�o►e whel�r � not to cwn� the �a,�ct tfiis �ar a� wait Inr re/mbursement from our origina/ funding soume or wait unii/ our pnagramme�d year of201Z. MNDOT has given us b�imeir avmments on our pre/imfnary �sign, They have giwen us the go-ahe�ad to move se�gment L to ifie /acad'on abng Brian Drive. We also reaeiw�d rnmmenLs from Anoka County. At our rr�t r�nt meeting wii�t dhe Parks Commltt�, it was ae+aved [n take d� Pergo/a/Arbor oh" the proj�ct` ir� ke+ep c�sts down and to ,�v rvith a more mo�dest kiosk. We wi// be fina/izing the p/ans and wi/l Ge re,ady for bid in the ne�ar futurr�, shou/d i�he cnunci/ decroe to �ve in t�hat dir�tion i�iis yc�ar. 9. 2008 Downtown Sborm Water Improvements (000616-08167-0). City staff has contacted Anoka County Parks StafF to discuss t�e possibility of partnering with them to oonstruct some of the pond facilities in their nearby paric area. We have obbir�ed tl�e origina! plans for their pond and are exploring modfication al�matives t� accommodate our requirements under Rice Creek Watershed Disbict rules. 10. 2009 Pond Dredging (000616-09168-0). The project will remain on hold until next winter. ii. Peltier Lake Drive Area Sb�eet 8� Utility Improvements (2009.01) (000616-09169-0), 2009 Street Improvemer�ts (2009.02) (000616-09170-0). A preavns�on me+e�ing was he/d for bnbh pro� on 4/30/09. The c�ntrdctor has begun pre/iminary wonF sucfi as insta//ing temporary ma!/bnxes, insta//ing err�sron c�nb� BMPs, elr. Private uti/ides hav� a/so b�e+en busy re/acating their lines to acrommadate bhe new c�nstru�rion. The c�vntrdcln� inter�s in b�gin removafs, sewer rep�airs, and water main i� w�+ek of May i1�'. We have subrnili�+d a propnsa/ in perfnrm construcdon servic�es fvr die two prnfe+c�s in concert with the City's Pub/ir Works staA: So far tfiis airangement /ras b�en working w�// as CSty sYafl` b�vme more �ml�iiiabAe wilfi some of d�e day ln day tasks asso�aat�d witl� cnnsln�clion obsen�atfon. - End of�emo - '�,� 5 k€.rt �• . L � fi� : �y 3 �3= Y�..d, + PROPOSAL FOR FINANCIAL CONSULTANT SERVICES �x � Presented to: � � _ , s � , � -� � � ��. � �� - �� . �u � I ��, � x �: �� I �� _ � � �. :. : �,: � _ l,:i *t2 �"�"' k 't � I ��1 tervilCe �� . , r L.titQL(1. flE'(� tc��i�� : � � I r S; .'�'�cl�.�..Y � . ��::- £ �,.,:?._„. r ''3� Z� ^ e` .$''_ At., i k"�M Submitted by: � ��a N�RTHLAND SECURITIES � George Eilertson, Sr. Vice President 45 South 7�' Street, Suite 1900 Minneapolis, MN 55402 612-851-5906 May 13, 2009 . �:. . �.. ys� � �� h 8 �a w E� . � CITY OF CENTERVILLE, MINNESOTA WHY NORTHLAND SECURITIES? 1. Proven Record of Service to the City of Centerville A) George Eilertson served the City's public finance needs from 2000 to 2004 B) George assisted the City secure its first bond rating - A2 from Moody's Investors Service C) Continuing Disclosure - we can assist the City's new Finance Director 2. We've Done our Homework / Ready to Hit the Ground Running A) 2009 Street Im rovement Pro'ect & Peltier Lake Street and Utili ! Im�rovements '� i. Met with Mark Statz of Bonestroo to review the project ii. Discussed Green Infrastructure Grant and Loan with State of MN Public Facilities Authority '' iii. Review of Bond Rating and Bond Insurance iv. Review of Build America Bonds (BABs) B) Downtown Redevelo�ment Pro�ect i. Discussed Project with Bill Beard and Ron Mehl of the Beard Group ii. Northland is prepared to advise / assist the City with the establishment of a Tax Increment District iii. Northland is prepared to assist the City find services to assist with property acquisition for your redevelopment project NORTHLAND SECURITIES , h CITY OF CENTERVILLE, MINNESOTA 3. More Services A) Financial Plannin� i. Long-term financial planning ii. Capital improvement / operational / other planning models iii. Utility rate studies iv. Fee studies v. Fiscal impact analysis vi. Tax impact analysis B) Real Estate Develo�ment i. Evaluation of project feasibility ii. Application of tax increment financing (TIF) and other public financial assistance tools iii. Negotiation of development agreements ' iv. Participation of mu ti-firm planning projects �, C) Grou� Decision Makin� I ', i. Staff j governing body workshops ii. Special project task force I iii. Community workshops iv. Educational workshops D) Service Studies i. Service delivery options and feasibility ii. Feasibility analysis for revenue-based community facilities iii. Annexation and merger iv. Consolidation and dissolution v. Shared service / joint venture projects NORTHLAND SECURITIES � � CITY OF CENTERVILLE, MINNESOTA 4. Talented and Experienced Staff A) George Eilertson i. 19 years of municipal public finance experience ii. Very familiar with Centerville bonded indebtedness — assisted with the issuance of four of the existing six bond issues iii. Areas of expertise include general infrastructure debt and lease financing, economic development finance, refunding analysis and investment management. B) Rus , Fifield i. 30 years of municipal public finance experience ii. Areas of expertise include economic development, housing and real estate, transportation, capital improvement plans, fiscal / tax impact analysis, and tax increment analysis and reporting Comparison of Municipal Bond Ratings ...................................................... Exhibit A Comparison of Build America Bonds and Traditional Tax-Exempt Bonds......Exhibit B NORTHLAND SECURITIES h COMPARISON OF RATINGS* Standard & Poor's Moodv's AAA = Extremely Strong Aaa = Exceptional AA+ = Very Strong Aal = Excellent AA = Very Strong Aa2 = Excellent AA- = Very Strong Aa3 = Excellent A+ = Strong A1 = Good A = Good A- = Good A3 = Good BBB+ = Good Baal = Adequate BBB = Adequate Baa2 = Adequate BBB- = Adequate Baa3 = Adequate BB+ = Marginal Bal = Questionable BB = Marginal Ba2 = Questionable BB- = Marginal Ba3 = Questionable B+ = Weak B1 = Poor B = Weak B2 = Poor B- = Weak B3 = Poor '�A grade given to bonds that indicates their credit quality. Private independent rating services such as Standard & Poor's, Moody's and Fitch provide these evaluations of a bond issuer's financial strength, or its ability to pay a bond's principal and interest in a , timely fashion. Bond ratings are expressed as letters ranging from 'AAA', which is the highest grade, to 'C' ("junk"), which is the lowest grade. Different rating services use the I same letter grades, but use various combinations of upper- and lower-case letters to differentiate themselves. The bond rating is assigned prior to the bond sale. It reflects the agency's judgment of the credit- worthiness of the issuer, and is based on a number of objective and subjective criteria including debt per capita, overlapping debt of other political subdivisions, tax collection experience, tax base, employment levels, and the quality of the primary source of repayment of the bonds. Obtaining a rating is relatively expensive. The cost is normally recovered in more favorable interest rates on the bonds. In addition, most institutional investors (banks, insurance companies) may not or will not buy unrated bonds. If an issue is relatively small (say, less than $1 million), unrated bonds can be and have been successfully sold, but the market is limited and the purchasing underwriter will offer a price that reflects the additional costs of re-offering the bonds. Excerpt from the Handbook for Minnesota Cities Preliminary - City of Centerville, Minnesota Debt Service Comparison - Tax Exempt Bonds vs. Build America Bonds (BABs) ` BABs Scenario -$3,530,000.00 Taxab/e Genera/ Obligation /mprovement Bonds, Series 2009A City Interest Federal Interes (65°� of interest (35% of interes Date Principal Coupon Irrterest Total P+I cost) cost Effective Yield 02/01/2010 - - 105,383.33 105,383.33 68,499.16 36,884.17 0.00% 02/01/2011 190,000.00 2.250% 158,075.00 348,075.00 102,748.75 55,326.25 1.46% 02/01/2012 195,000.00 2.750% 153,800.00 348,800.00 99,970.00 53,830.00 1.79% 02/01/2013 200,000.00 3.000% 148,437.50 348,437.50 96,484.38 51,953.13 1.95% 02/01/2014 205,000.00 3.400% 142,437.50 347,437.50 92,584.38 49,853.13 2.21% 02/01/2015 215,000.00 3.750% 135,467.50 350,467.50 88,053.88 47,413.63 2.44% 02/01/2016 215,000.00 4.000% 127,405.00 342,405.00 82,813.25 44,591.75 2.60% 02/01/2017 225,000.00 4.250% 118,805.00 343,805.00 77,223.25 41,581.75 2.76% 02/01/2018 230,000.00 4.500°h 109,242.50 339,242.50 71,007.63 38,234.88 2.93% 02/01/2019 235,000.00 4.750� 98,892.50 333,892.50 64,280.13 34,612.38 3.09% 02/01/2020 245,000.00 5.000% 87,730.00 332,730.00 57,024.50 30,705.50 3.25% 02/Ot/2021 255,000.00 5.200% 75,480.00 330,480.00 49,062.00 26,418.00 3.38% 02/01/2022 265,000.00 5.400� 62,220.00 327,220.00 40,443.00 21,777.00 3.51% 02/01/2023 270,000.00 5.500°h 47,910.00 317,910.00 31,141.50 16,768.50 3.58% 02/01/2024 285,000.00 5.600°k 33,060.00 318,060.00 21,489.00 11,571.00 3.64% 02l01/2025 300,000.00 5.700% 17,100.00 317,100.00 11,115.00 5,985.00 3.71% Approx. True Interest Cost o Total $3,530,000.00 - $1,621,445.83 $5,151,445.83 $1,053,939.79 $567,506.04 - Tax-Exempt Bond Scenarfo -$3,530,000.00 Genera/ Obligation /mprovement Bonds, Series 2009A Date Principal Coupon Interest Effective Yield 02/01/2010 - - 73,966.67 0.00% 02/01/2011 190,000.00 1.400% 110,950.00 1.40% 02/Ot/2012 195,000.00 1.700% 108,290.00 1.70% 02/Ot/2013 200,000.00 1.950°k 104,975.00 1.95% 02/01/2014 205,000.00 2.250% 101,075.00 2.25% 02/01/2015 215,000.00 2.500°k 96,462.50 2.50% 02/01/2016 215,000.00 2.750% 91,087.50 2.75% 02/01/2017 225,000.00 2.950% 85,175.00 2.95% 02/01/2018 230,000.00 3.150% 78,537.50 *. 3.15% 02/01/2019 235,000.00 3.350% 71,292.50 3.35% 02/01/2020 245,000.00 3.550% 63,420.00 3.55% 02/01/2021 255,000.00 3.700% 54,722.50 '.�,1"�: 3J0% 02I01/2022 265,000.00 3.850% 45,287.50 340,'�87.� 3.85% 02/01/2023 270,000.00 4.000% 35,085.00 305,065.00 4.00% 02/01/2024 285,000.00 4.100% 24,285.00 309,285.00 4.10% 02/01/2025 300,000.00 4.200% 12,600.00 312,600.� 4.20°/a Approx. True Interest Cost o Total $3,530,000.00 $1,157,211.67 7 211 .67 - - - - Based on the current market, the overall savings through the issuance of Build America Bonds is approximately $103,000.