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HomeMy WebLinkAbout2011-06-01 PACKET 08.B.REQUEST OF CITY COUNCIL ACTION COUNCIL AGENDA MEETING ITEM # DATE 06/01/11 PREPARED BY Engineering Jennifer Levitt ORIGINATING DEPARTMENT STAFF AUTHOR COUNCIL ACTION REQUEST Consider awarding the contract for the Ravine Parkway & 85 Street South to Eureka Construction, Inc. in the amount of $2,594,441.45. STAFF RECOMMENDATION Adopt the resolution awarding the contract for the Ravine Parkway & 85 Street South to Eureka Construction, Inc. in the amount of $2,594,441.45. BUDGET IMPLICATION $ $ BUDGETED AMOUNT ACTUAL AMOUNT FUNDING SOURCE SUPPORTING DOCUMENTS ® MEMO /LETTER: Chad E. Setterholm, May 23, 2011. ® RESOLUTION: ❑ ORDINANCE: ❑ ENGINEERING RECOMMENDATION: ❑ LEGAL RECOMMENDATION: ® OTHER: Bid Tab ADMINISTRATORS COMMENTS G WC Administrator Date COUNCIL ACTION TAKEN: ❑ APPROVED ❑ DENIED ❑ OTHER RESOLUTION NO. 2011- RESOLUTION AWARDING BID FOR RAVINE PARKWAY & 85 STREET SOUTH TO EUREKA CONSTRUCTION, INC. IN THE AMOUNT OF $2,594,441.45 WHEREAS, Plans and specifications were completed according to city standards, and WHEREAS, bids were requested to provide the necessary work; and WHEREAS, nine firms submitted bids; and WHEREAS, it appears that Eureka Construction, Inc. is the lowest responsible bidder; and WHEREAS, it is the recommendation of the City Engineer that the contract be awarded to Eureka Construction, Inc. NOW THEREFORE BE IT RESOLVED, by the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, that the bid for the Ravine Parkway & 85 Street South to Eureka Construction, Inc. in the amount of $2,594,441.45. Passed this 1st day of June, 2011. Myron Bailey, Mayor Attest: Caron M. Stransky, City Clerk May 23, 2011 RE: City of Cottage Grove, Minnesota Ravine Parkway & 85th Street South SEH No. COTTG 113281 Honorable Mayor & City Council City of Cottage Grove, Minnesota 7516 South 80th Street Cottage Grove, MN 55016 Dear Mayor & Council Members: On Thursday, May 19, 2011 nine bids were received for the above - referenced project. The bids ranged from a high of $3,050,301.10 to a low of $2,594,441.45. The low bid was submitted by Eureka Construction, Inc. The low bid received was submitted by Eureka Construction, Inc. of Lakeville, Minnesota in the amount of $2,594,441.45. In reliance on our experience with Eureka Construction, Inc. and/or materials and information provided by the contractor, we have determined that 1) they have a sufficient understanding of the project and equipment to perform the construction for which it bid; and 2) according to their bonding agent they presently have the financial ability to complete the project bid. SEH makes no representation or warranty as to the actual financial viability of the contractor or its ability to complete its work. Accordingly, we recommend the project be awarded to Eureka Construction, Inc. in the amount of $2,594,441.45, contingent upon the City's receipt of all permits and easements if all permits and easements have not been obtained at the time of award. We have investigated the qualifications of Eureka Construction, Inc. and find that they have a sufficient understanding of the project and equipment to perform the construction for which it bid. Sincerely, Chad E. Setterholm, PE Project Manager amc s,ia AdwagU I3281Abidding doxWup fiIe,Amt..,d Iwo 523 11 Short Elliott Hendrickson Inc., 3535 Vadnais Center Drive, St. Paul, MN 55110 -5196 SEH is an equal opportunity employer i www.sehinc.com 1 651.490.2000 1 800.325.2055 1 651.490.2150 fax Contractor Total Bid 1 Eureka Construction Inc $2,594,441.45 2 Miller Excavating Inc $2,646,576.21 3 Shafer Contracting Cc Inc $2,763,074.84 4 Max Steininger Inc $2,842,275.35 5 Minger Construction Inc $2,874,977.35 6 Carl Bolander & Sons Company $2,898,900.00 7 Redstone Construction Co Inc $2,929,130.64 8 Rachel Contracting Inc $2,998,095.30 9 Geislinger & Sons Inc $3,050,301.10 Engineer Estimate ($2,631,115.70) ** Denotes corrected fegure The low bid received was submitted by Eureka Construction, Inc. of Lakeville, Minnesota in the amount of $2,594,441.45. In reliance on our experience with Eureka Construction, Inc. and/or materials and information provided by the contractor, we have determined that 1) they have a sufficient understanding of the project and equipment to perform the construction for which it bid; and 2) according to their bonding agent they presently have the financial ability to complete the project bid. SEH makes no representation or warranty as to the actual financial viability of the contractor or its ability to complete its work. Accordingly, we recommend the project be awarded to Eureka Construction, Inc. in the amount of $2,594,441.45, contingent upon the City's receipt of all permits and easements if all permits and easements have not been obtained at the time of award. We have investigated the qualifications of Eureka Construction, Inc. and find that they have a sufficient understanding of the project and equipment to perform the construction for which it bid. Sincerely, Chad E. Setterholm, PE Project Manager amc s,ia AdwagU I3281Abidding doxWup fiIe,Amt..,d Iwo 523 11 Short Elliott Hendrickson Inc., 3535 Vadnais Center Drive, St. Paul, MN 55110 -5196 SEH is an equal opportunity employer i www.sehinc.com 1 651.490.2000 1 800.325.2055 1 651.490.2150 fax Chad E. Setterholm, PE -+� Registration No. 40913 SEH TABULATION OF BIDS Ravine Parkway & 85th Street South Cottage Grove, Minnesota aaetl area dffgenotes SEH No.: COTTG 113281 Shcottectetl ure Bid Date: Thursday, May 19, 2011 at 11am Eureka Construction Inc 8500 West 210th Street- Suite 1 Lakeville. MN 550 44 $2,594,44L45 Miller Excavating Inc 3636 Stagecoach Trail North Stillwater, MN 55082 $2,646,578.21 Shafer Contracting Cc Inc P 0 Box 128 Shafer, MN 55074 -0128 $2,763,074.84 Max Steminger Inc 3080 Lexington Avenue South Fagan MN 55121 $2842,275.35 i:: Minger Construction Inc 2471 Galpin Court - Suite 110 Chanhassen MN 55377 $2874,977.35 Cad Balancer & Sons Company 251 Starkey Street - PO Box 721 Saint Paul MN 55107 $2,898,900.00 Redstone Construction Co Inc 2183 Highway 65 - PO Box 218 Mora MN 55051 $2,929,730.64 Rachel Contracting Inc 4125 Napier Court NE Saint Michael MN 55376 $2.998095.30 Getslinger & Sons Inc 511 Central Avenue South Watkins MN 55389-0437 $3,050301.70 Item No. Item Unit Est Oty Unit Price I Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price I Total Price Unit Price I Total Price Unit Price Total Price Unit Price I Total Price Unit Price Total Price 2021501 MOBILIZATION LS 1 $80000.00 $80,000.00 $134.51 $134,500.00 $150,000.00 $150,000.00 $192,500.00 $192,500,00 $164,000.00 $164,00000 $188889.47 $188889.47 $225,000.00 $225,000.00 $178,500.00 $178,500.00 $135,000.00 $135,000.00 2031.501 FIELD OFFICE TYPE D- MODIFIED EACH 1 6,000.00 6,01(1 24,890.00 24,890.00 20,000.00 20,000.00. 9,175.91 9,115.91 15,100.00 15,100.00 8,500.00 8,500.00 9,00000 9,000.00 4,262.00 4,262.00 10000.00 10,000.00 2101.501 CLEARING ACRE 4 1.700,00 6,800.00 7950.00 7,800.00 2,000.00 8000.00 1,814.64 7258,56 2,120.00 8,480.00 3,000.00 12,000.00 1950.00 7,801 1919.00 7676.00 2,500.00 10,000.00 2101.506 GRUBBING ACRE 4 1,700.00 6,800,00 1,950.00 7,800.00 2.000.00 8,000.00 1,814.64 7258.56 2,120.00 8480.00 2,000.00 8,000.00 1,950.00 7800.00 1,919.00 7,676.00 1,000.00 4,00000 2104,501 REMOVE CURB AND GUTTER LF 250 1,80 450.00 1 2.00 500.00 3,00 750.00 3.38 845.00 2.20 550.00 2.00 500.00 2.00 500,00 125 812.50 2.50 625.00 2104.503 REMOVE BITUMINOUS WALK SY 1740 1.50 2610.00 2.00 3,480.00 3.00 5,220.00 2.53 4402.20 0.90 1566.00 2.50 4,350.00 0.80 139200 1.55 2,697.00 2.00 3,480.00 2104.505 REMOVE BITUMINOUS PAVEMENT (2" -6") SY 1020 2,00 2,040.00 2.30 2.346.00 3.00 3,060.00 136 3,427.20 135 1,785.00 200 2,040.00 1.60 1,632.00 1.85 7,887.00 2.00 2,040.00 2104.509 REMOVE PERMANENT BARRICADE EACH 2 6000 120.00 100.00 200.00 50.00 100.001 53.38 106.76 109.00 218.00 100.00 20000 100.00 200.00 101.00 202.00 150,00 30000 2104.513 SAWING BIT PAVEMENT (FULL DEPTH) LF 194 4.50 873.00 1.55 300.70 5.00 970.00 2.34 453.96 3.25 630.50 5.25 1,018.50 3.00 582.00 4.60 89240 4.00 776.00 2104.523 SALVAGE SIGN TYPE C EACH 1 36.00 35.00 35.00 35.00 35.00 35.00 37.36 37.36 38.10 38.10 36,00 36.00 35,00 35.00 39.50 39.50 50.00 50.00 2104.531 SALVAGE SIGN TYPE SPECIAL EACH 1 35.00 35.00 35.00 35.00 35.00 35.00 37.36 37.36 38.70 38.10 36.00 36.00 35.00 35.00 39.50 39.50 50.00 50,00 2104.602 REMOVE PIPE CULVERTS EACH 2 508.00 1,016.00 100.00 200.00 500,00 1000.00 426.97 853.94 376.00 752.00 415.00 830.00 200.00 400.00 290.00 580.00 100.00 200.00 2104.602 SALVAGE TRAIL BOLLARDS EACH 2 121.00 242.00 50.00 100.00 50.00 100.00 266.86 53172 101.00 202.00 60.00 120.00 150.00 300.00 135.00 270.00 150.00 300.00 2105.501 COMMON EXCAVATION (EV) (P) CY 53597 5.75 308,182.75 3.95 211,708.15 5.35 286 743.95 5.51 295,319.47 4.75 254,585.75 6.69 358,563.93 4.34 232,610.98 5.00 267,985.00 6.50 348,380.50 2105.521 SELECT GRANULAR BORROW (CV) CY 700 0,01 7.00 9.85 6,895.00 17.00 11,900.00 13.56 9,492.00 10.40 7,280.00 1.50 1,050.00 9.54 6,678.00 5.90 4,130.00 16.00 11,200.00 2105.601 PREPARED PLANTING SOIL CY 622 24.00 14,928.00 26.85 76,70030 43.00 26,746.00 33.41 20,781.02 9.80 6,095.60 12.85 7,992.70 9.02 5.610.44 41.40 25,750.80 25.00 15,550.00 2105,604 GEOCELL BY 237 57.00 13,509.00 52.90 12,537.30 51.00 12,087.00 41.38 9,807.06 45.80 10,854.60 69.00 16,353.00 38.55 9,136.35 16.75 3,969.75 50.00 11850.00 2112.501 SUBGRADE PREPARATION RDST 32 151.00 4,832.00 175,00 5600.00 225.00 7,200.00 391.97 12,543.04 54,40 1,740.80 785.00 25,120.00 50.00 1600.00 25800 8,256.00 700.00 22,400.00 2121501 LABORER HOUR 12 60.00 720.00 65.00 780.00 65.00 780.00 68.68 824.16 54.00 648.00 55.00 660.00 85.00 1,020.00 67.50 810.00 68.00 816.00 212161 TRACTOR MOUNTED BACKHOE HOUR 12 110.00 1,320.00 95.00 1,140.00 120.00 1,440.00 142,08 1,704.96 103.00 1,236.00 140.00 1,680.00 125.00 1 500.00 139.00 1,668.00 250.00 3,000.00 2123.61 STREET SWEEPER (WITH PICKUP BROOM) HOUR 50 100.00 5,000.00 95.00 4,750.00 100.00 5,000.00 123.71 6,185.50 130.00 6 500,00 160.00 8,(0000 135.00 6,750.00 120.00 6,000.00 130.00 6,500.00 213( 1 WATER FOR DUST CONTROL MOAT 85 35.00 2,975.00 30.00 2,550.00 20.00 1,700.00 25.45 2,163.25 28.00 2,380.00 47.00 3,995,00 35,00 2,975.00 139.00 19,815.00 5.00 425.001 2211.503 AGGREGATE BASE (CV) CLASS 5 (P) CY 4039 25.00 100,975-00 26,40 106,629.60 23.20 93,704.80 21.44 86,596.16 24.00 96,936.00 15.00 60,585.00 22.04 89,019.56 25.00 700,975.00 24.00 96,936.00 230t551 BRIDGE APPROACH PANELS EACH 2 14,000.00 28,000.00 19,600.00 39,200.00 19,600.00 39,200.00 20.900.31 41,800,62 21315.00 42,630.00 20,000.00 401 20.00000 40,000.00 24,150.00 48,300.00 19,600.00 39,200,00 2331.603 SAW & SEAL BITUMINOUS JOINT LF 3960 2.30 9,108.00 2.23 8.830,80 2.23 8,830.80 2.38 9,424.80 2.45 9,70100 2,30 9,108.00 2.23 8.830.80 2.55 10.098.00 2.30 9,108.00 2357,502 BITUMINOUS MATERIAL FOR TACK COAT GAL 1590 2.15 3,418.50 2.15 3.41 B50 2.15 3418.50 2.30 3,657.00 2.35 3,736,50 2.25 3,577.50 2.15 3,418.50 2,50 3,975.00 3.00 4,770.00 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE (418) TON 3650 57.00 208,050.00 57.00 208,050.00 57.00 208,050,00 60.84 222,066.00 62.00 226,300.00 59.00 215350.00 57.00 208,050.00 57.10 208,415100 57.00 208,050.00 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) (TRAIL) TON 565 58,00 32,770,00 58.00 32,770.00 58.00 32,770.00 61.91 34,979.15 63.00 35,595.00 60.00 33,900,00 58.00 32,770.00 66.25 37,431.25 58.00 32,770.00 2360.501 TYPE SP 12.5 NON - WEARING COURSE MIXTURE (4.B) TON 1660 50.00 83000.00 50.00 83000.00 50.00 83,000.00 53.38 88,61030 54.40 90,304.00 51.00 84,660.00 50.00 83,000.00 65.00 107,900.00 50.00 83,00000 2360.601 WEDGE PAVING LF 5500 2.60 14,300.00 2.60 14,300.00 2.60 14,300.00 238 15,290.00 2.85 15,675.00 2.75 15,125.00 2.60 14300.00 3.00 16,500.00 2.60 14,300.00 2401.501 STRUCTURAL CONCRETE (3Y43) CY 108 630.00 68,040.00 1,000.00 108,000.00 1 000.00 108,000.00 1,064.52 114,968.16 1,090.00 117,720.00 1,000.00 108,000.00 875.00 94,500.00 1,232.00 133,056-00 1,000.00 108,000.00 2401,512 BRIDGE SLAB CONCRETE (3Y36) SF 4504 18.00 81,072.00 38.50 173,404-00 38.50 173,404.00 41.07 184,979.28 42.00 189,168.00 38.50 173,404.00 55.00 247,720.00 47.50 213,940.00 3850 173,404.00 2401.513 TYPE MOD. P4 (T1_4h RAILING CONCRETE (3Y46) LF 123 135.00 16,605.00 100.00 12,300,00 100.00 12,300.00 106.90 13,148.70 108.75 13,376.25 100.00 12,300.00 255.00 31,365-00 124.00 15,252.00 100.00 12,30000 2401.513 TYPE MOD. P -1 RAILING CONCRETE (3Y46) LF 123 135.00 16,605.00 100.00 12,300.00 100.00 12,300.00 106.90 13,148.70 10815 13 376.25 100.00 12,300.00 185.00 22,755.00 124.00 15,252.00 100.00 72,300.00 2401.541 REINFORCEMENT BARS (EPDXY COATED) LB 54960 1,15 63,204.00 1.00 54,960.00 1.00 54,960.00 1.07 58,807.20 1.10 60,456.00 1.00 54,960.00 1.25 68,700.00 1.25 68,700.00 1.00 54,960.00 2401.601 SLOPE PREPARATION LS 1 2,000.00 2.001100 2,000.00 2,000.00 1 500.00 1,500,00 3,781.00 3,781.00 1,392.00 1,392,00 1,500.00 1.500.00 1,280.00 1,280.00 1.850.00 1,850.00 150.000.00 150.000.00 2401.601 STRUCTURE EXCAVATION LS 1 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 14000.00 11,050.97 11,050.97 4,350.00 4,350.00 6,000.00 6.000.00 4,000.00 4,000.00 11,260.00 11,260.00 85,000.00 85,000.00 2402.515 SIDEWALK CONCRETE (3Y46) SF 1152 6.50 7,488.00 800 9,216.00 8.00 9,216.00 8.56 9,861.12 8.70 10,022.40 8.00 9,216.00 18.50 21,312.00 9.90 11404.80 800 9,216.00 2402.583 ORNAMENTAL METAL RAILING TYPE SPECIAL LF 223 110.00 24,530.00 100.00 22,300.00 100.00 22300.00 107.43 23,956.89 108.75 24,251.25 100.00 22,300.00 167.00 37,241.00 123.00 27,429.00 100.00 22,300.00 2402.59 ELASTOMERIC BEARING PAD, TYPE 1 EACH 10 80.00 800.00 150.00 1,500.00 150.00 1,500.00 160.51 1,605.10 163.00 1,630.00 150.00 1.500.00 100.00 1.000.00 185.00 1,650.00 150.00 1,500.00 2404.501 CONCRETE WEARING COURE (3U17A) SF 4352 7.65 33,292.80 2,00 8,704.00 2.00 8,704.00 2.15 9,356.80 2.20 9,574.40 2.00 8,704,00 7.00 38464.00 2.50 10,880.00 2.00 8,704.00 2405.502 PRESTRESSED CONCRETE BEAMS MN45 LF 474 195.00 92.430.00 180,00 85,320.00 180.00 85,320.00 193.25 91.600.50 196.00 92,904.00 180.00 85,320.00 250.00 118,500.00 222.00 105,228.00 180.00 85.320.00 2405.511 DIAPHRAGMS FOR TYPE MN35 PREST BEAMS LF 82 45.00 3,690.00 65.00 5,330.00 65.00 5,330.00 69.35 5,686.70 70.00 5,740.00 67.00 5.494.00 50.00 4,100.00 80.00 6,560.00 65.00 5,330.00 2411.618 ANTI- GRAFITTI COATING SF 2000 125 2,500.00 1.25 2,500.00 1.25 2,500.00 1.33 2,660.00 1.40 2,800.00 1.30 2,600.00 1.25 2,500.00 1.55 3,100.00 1.25 2,500.00 2411.618 JARCHITECTURAL CONCRETE TEXTURE (ROCK FACE) SF 1278 24.00 30,672.00 20.00 25,560.00 20.00 25,560.00 21.43 27,387,54 21.75 27.796.50 20.00 25,560,00 23.00 29,394.00 24.65 31,502.70 20.00 25.560.00 2411.618 ARCHITECTURAL SURFACE FINISH (MULTI-COLOR) SF 1278 425 5431.50 4.25 5,431.50 4,25 5431.50 4.54 5,802.12 4.60 5.878,80 4.50 5,751.00 4.25 5,431.50 5.25 6,709.50 4.25 5,431.50 2411.618 MODULAR BLOCK RETAINING WALL SF 420 40.00 16,800.00 48.50 20,370.00 35.00 14,700.00 47.14 17,278,80 41.35 17 367.00 35.00 14,700.00 40.00 16.800.00 33.90 14,238.00 45-00 18,900,00 2451.607 CRUSHED ROCK PIPE BEDDING MATERIAL(CW CY 25 35.00 875.00 40.00 1,000.00 50.00 1,250.00 29.89 747.25 40.50 1,012.50 77.00 1,925.00 45.00 1,125.00 1.30 32.50 50.00 1,250.00 2452.507 C -1-P CONCRETE PILING DELIVERED 12" LF 1200 50.00 60,000.00 40.00 48,000.00 32.00 38.400.00 34.16 40,992.00 34,80 41,760.00 33.00 39,600.00 40.00 48,000.00 39.45 47 340.00 32.00 38,400.00 2452.508 C -FP CONCRETE PILING DRIVEN 12" LF 1200 1.00 1,200.00 1.00 1,200.00 1,00 1,200.00 1.10 1,320.00 1.10 1,320.00 1.00 1,200.00 1.00 1,200.00 1.25 1,500.00 1.00 1,200.00 2452.519 C-I-P CONIC. TEST PILE 70 FT LONG 12" EACH 2 3,500.00 7,000.00 10,000,00 20,000.00 5,850.00 11 700.00 6,249.97 12.499,941 6,360.00 12,720.00 6,050.00 12,10(1 12,000.00 24,000.00 7,210.00 14,420.00 5,850.00 11,700.00 2501.575 12" PC PIPE APRON All TRASH GUARD EACH 5 634.00 3,170.00 785.00 3,925.00 550.00 2,750.00 640.46 3,202.30 1,100.00 5,500.00 435.00 2,175.00 572.00 2860.00 138.00 690.00 730.00 3,650.00 2501.515 15" RC PIPE APRON W/ TRASH GUARD EACH 1 684.00 684.00 840.00 840.00 600,00 600.00 747.20 74710 1,235.00 1235.00 490.00 490.00 644.00 644.00 808.00 808.00 770.00 770.00 2501.515 18" PC PIPE APRON Air TRASH GUARD EACH 2 730.00 1,460.00 890.00 1,780.00 650.00 1,300.00 853.95 1.707.90 1.280.00 2.560.00 525.00 7.050.00 704.00 1408,00 923.00 1,846.00 810.00 1,620.00 2501.515 24" RC PIPE APRON W/ TRASH GUARD EACH 4 1,093,00 4,372.00 1,225.00 4,900.00 1,150.00 4,600,00 1,280,92 5,123.68 1,620.00 6,480.00 850.00 3400.00 1,060.00 4,240.00 1,385,00 5,540.00 1,060.00 4,240.00 2501.515 27" RC PIPE APRON W/ TRASH GUARD EACH 1 1,210.00 1,210.00 7.340.00 1,340.00 1.250.00 1,250.00 1,494.41 1,494.41 1,830.00 1.830.00 1,000.00 1.000.00 1,,190.00 1,190.00 7,615.00 1,61500 1,270.00 1,270.00 2501.515 M 36" RC PIPE APRON W/ TRASH GUARD EACH 2 1,810.00 3,620.00 1,83500 3,670.00 2,00000 4,000.00 2,241.62 4,483.24 2,360.00 4,720.00 1,450.00 2,900.00 1.820.00 3,640.00 2,425.00 4,850.00 1,700.00 3,400.00 2501.602 OUTLET CONTROL STRUCTURE W/ SPLIT GRATE EACH 1 2,566.00 2,566.00 2,750.00 2,750.00 4,750.00 4,750.00 2,615.22 2,615.22 2,700.00 2.700.00 3,100.00 3,100.00 2.190.00 2,190.00 2,825.00 2,825.00 2,500.00 2,500.00 2502.502 DRAINAGE SYSTEM TYPE B910) LS 1 2,000.00 2,000.00 1,000.00 1,000.00 7.000.00 1,000.00 1,075.07 1,075.07 1.090.00 1,090.00 1,050.00 1,050.00 2,650.00 2.650.00 1,155.00 1,755.00 2,100.00 2,700.00 2503,611 12" RC PIPE SEWER CLASS V LF 684 39.00 26,676.00 23.95 16,381.80 22.00 95,048.00 27.35 14,603.40 25.60 17,510.40 37.00 25,308.00 22.20 15.184.80 23.00 15,732.00 31.00 27,204.00 Short Elliott Hendrickson Inc. Page t of: Chad E. Setterholm, PE Registration No. 40913 TABULATION OF BIDS Ravine Parkway & 85th Street South Cottage Grove, Minnesota SEE No.: COTTG 113281 Shaded area tlenolea corce cted,figure 8itl Date: Thursday, May 19, 2011 at Item I Eureka Construction Inc 8500 West 210th Street - Suite 1 Lakeville, MN 55044 $2,594,441.45 Miller Excavating Inc 3636 Stagecoach Trail North Stillwater, MN 55082 $2,646,576.21 Shafer Contracting Cc Inc P 0 Box 128 Shafer, MN 55074 -0128 $2,763,074.84 Max Steininger Inc 3080 Lexington Avenue South Eagan MN 55121 $2,842 s. Minger Construction Inc 2471 Galen Court -Suite 110 Chanhassen MN 55317 $2,874,977,35 Carl Bolander & Sons Company 251 Starkey Street- PO Box 721 Saint Paul MN 55107 $2,898,900.00 Redstone Construction Co Inc 2183 Highway 65 - PO Box 218 Mora MN 55051 $2,929,730.64 Rachel Contracting Inc 4125 Napier Court NE Saint Michael MN 55376 $2,998,095.30 Goslinger & Sons Inc 511 Central Avenue South Watkins MN 55389-0437 $3,050 Item No. Item Unit Est Qty Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price 2503.511 15" RC PIPE SEWER CLASS V HE 348 37.00 12.876.00 25.55 8,891,40 24.00 8,352.00 23.49 8.174,52 27.00 9,396.00 49.00 17,052.00 26.10 9,082.80 25.50 8,874.00 32.00 11,136.00 2503.511 18" RC PIPE SEWER CLASS V LF 1101 29.00 31,929.00 27.90 30,717.90 2 @00 28,626.00 25.62 28,207.62 29.00 31,929.00 43.00 47343.00 24.40 26,864.40 28.00 30,828.00 33.00 36,333.00 2503.511 24" RC PIPE SEWER CLASS V IF 321 47.00 15 087.00 40.60 13,032.60 45.00 14 445,00 38.43 12 336.03 3930 12,615.30 47.00 15,087.00 35,40 11 363.40 41.50 13,321.50 39.00 12,519.00 2503,511 2T' RC PIPE SEWER CLASS V LF 525 1 54.00 28.350.00 59.00 30,975.00 65.00 34,125.00 55.50 29,137,50 56.25 29531.25 63.00 33075.00 50.00 26,250.00 60.00 31 500.00 53.00 27,825.00 2503.511 36" RC PIPE SEWER CLASS IV LF 44 98,00 4,312.00 8585 3,777.40 80.00 3,520.00 90.73 3,992.12 71.40 3,141.60 78.00 3,432.00 73.40 3229,60 98.00 4,312.00 63.00 2,772.00 2503.511 8" PVC PIPE SEWER, SUR 26 LF 1150 106.00 121 900.00 78.50 90,275.00 44.00 WOOD 75.78 87,147.00 106.00 121 900,00 9400 108,100.00 108.00 124200.00 82.00 94,300.00 77.00 88 550.00 2503.511 8" DIP PIPE SEWER CL 52 LF 18 55.00 990.00 150,00 2,700.00 33.00 594.00 37.36 672.48 131.00 2,358.00 900.00 16,200.00 41.10 739,80 40.50 729.00 200.00 3,600.00 2503.602 ICONNECT TO EXISTING SANITARY SEWER EACH 1 363.00 1 363.00 2,880.00 1 2,880.00 500.00 OUTDO 1,601,15 1601.15 18,000.00 18.000.00 4,100.00 4,100.00 873.00 873.00 1.730.00 1,730.00 7,000.00 7,000.00 2504.601 IRRIGATION SYSTEM LS 1 48,000.00 48,000,00 46,720.00 46,720.00 46,718.93 46,718,93 34,371.46 34,371.46 51.000.00 51,000.00 47000.00 47,000.00 46,720,00 46,720.00 45,415.00 45,415.00 49,000.00 49,000.00 2504.602 CONNECT TO EXISTING WATERMAIN EACH 1 628.00 628.00 360.00 360.00 7.000.00 1,000.00 800.58 800,58 1 , 000.00 1.000.00 1,800.00 1,800.00 437.00 437.00 865.00 865.00 1,000.00 1,000.00 2504,602 RELOCATE HYDRANT EACH 1 1,000.00 1,000.00 82500 825.00 2,500.00 2.50900 1,067.43 1067.43 1210.00 1210.00 1,550.00 1,550.00 .546.00 546.00 1,153.00 1,153.00 1,500.00 1.500.00 2504.602 ADJUST GATE VALVE & BOX EACH 1 302.00 302.00 175.00 175.00 300.00 300.00 266.86 266.86 270.00 270.00 350.00 350.00 274.00 274.00 288.00 288.00 150.00 150.00 2504.602 6" GATE VALVE AND BOX EACH 2 1,251.00 2,502.00 1290,00 2,580.00 1,000.00 2DTT,DT 1,01407 2,028.14 995.00 1,990,00 1,450.00 2,900.00 1,010.00 2,020.00 1,095.00 2,190.00 1,100.00 2,200.00 2504.602 8" GATE VALVE AND BOX EACH 6 1,698.00 10,188.00 1,780.00 10,680.00 1,500.00 9,000.00 1,33430 8,005.80 1460.00 8,760.00 1,55900 9,300.00 1,690,00 10.740.00 1,441.00 6,646.00 1.400.00 8,400.00 2504.602 HYDRANT EACH 2 3,461.00 6,922.00 3,205,00 6,410.00 3,000.00 6,000.00 2,61512 5,230.44 3,680.00 7,360.00 3.250.00 6,500.00 3,000.00 6,000.00 2,825.00 5,650.00 3,700.00 7,400.00 2504.602 2" CORPORATION STOP EACH 2 399.00 798.00 365.00 730.00 500.00 1,000,00 373.61 747.22 283.00 566.00 400.00 800.00 464.00 928.00 404.00 808,00 200.00 400,00 2504.602 2" CURB STOP &BOX EACH 2 665,00 1,330.00 535.00 1,070.00 500.00 7,000.00 37161 747.22 900.00 1,800.00 500.00 1,000.00 464.00 928.00 404.00 808.00 350.00 700.00 2504.603 4" WATER MAIN DUCTILE IRON CL 52 LF 50 47,00 2,350.00 29.95 1,497.50 25.00 1,250.00 26,99 1349:50 26,15 1,307.50 55.00 2,750.00 28.20 1,410.00 29.00 1,450.00 26.00 1,300.00 2504.603 6" WATER MAIN DUCTILE IRON CL 52 IF 34 85.00 2,890.00 31.55 1,072.70 27.00 918.00 29.89 1,016.26 28.60 972.40 56.00 1,904.00 29.80 1.013.20 3230 TD9&20 27.00 918.00 2504.603 8" WATER MAIN DUCTILE IRON CL 52 LF 1537 40.00 61,480.00 38.22 58,744.14 34.00 52,258.00 32.03 49,230.11 33.50 51,489.50 38.00 58,406.00 30,60 47032.20 34.50 53,026.50 32.00 49,184,00 2504.603 2" TYPE K COPPER PIPE LF 40 38.00 1,520.00 32.60 1,304.00 26.00 104000 3416 1366.40 26.80 1072.00 53,00 2.720.00 3200 . 1,280.00 36.90 1476,00 29,00 1,760.00 2504.608 DUCTILE IRON FITTINGS (COMPACT) LB 1317 5.00 6,585.00 4.98 6,558.66 3.50 4,609.50 4.11 5,412.87 5.10 6,716.70 7.00 9,219.00 4.50 5,926.50 4.45 5,860.65 4.00 5,268.00 2506.501 CONST DRAINAGE STRUCTURE DESIGN STO -5 LF 70 146.00 10,220.00 172.00 12,040.00 250.00 17,500.00 149.44 10,460.80 177.00 12390.00 165.00 17,550.00 145.00 10,150.00 161.00 11270.00 175.00 12.250.00 2576.501 CONST DRAINAGE STRUCTURE DESIGN ST04 4' DIA, LF 164 162.00 26,568.00 178.00 29,192.00 300.00 49,200.00 195.34 32,035.76 193.00 31,652.00 185.00 30,340.00 770.00 27,880.00 211.00 34,604.00 21000 34.440.00 2506.501 CONST DRAINAGE STRUCTURE DESIGN STOA, 5' DIA LF 19 266.00 5,054,00 267.00 5,073.00 350.00 6,650.00 264.19 5,019.61 286.50 5,44150 232.00 4,408.00 246.DO 4,674.00 285.00 5,415.00 270.00 5,130.00 2506.516 CASTING ASSEMBLY, R3290-VB(CATCH BASIN) EACH 29 512.00 14,848.00 550.00 15,950.00 550.00 15,950.00 565.74 16,406.46 525.60 1524240 777,00 22,533.00 487,00 14,123.00 612.00 17,748.00 450.00 13.050.00 2506.516 jCASTING ASSEMBLY, R16426 (STORM ME) EACH 3 471.00 1,413.00 450.00 1,350.00 550.00 1650.00 741.87 2,225.61 492.00 147600 635.00 1,905.00 500, DO 1,50000 800.00 2,400.00 300.00 900.00 2506.516 CASTING ASSEMBLY (SANITARY) EACH 5 471.00 2355.00 375.00 1,875.00 550.00 2,750.00 741.87 3,709.35 492.00 2,460.00 635.00 3,175.00 53100 2,665.00 807.00 4.005.OD 300.00 1,500.00 2506,603 CONSTRUCT SANITARY MANHOLE LF 136 $108.00 $14,688.00 $130.00 $17,680.00 $350.00 $47600.00 $112.08 $15,242.88 $149.00 $20,264.00 $120.00 $16.320,00 $115.00 $15,640.00 $121.00 $16456.00 $140.00 $19.040.00 2506.603 RECONSTRUCT SANITARY MANHOLE LF 4 39700 1,564.00 150.00 600.00 500.00 2,000.00 320.23 1,280.92 270.00 1.080.00 500.00 2000,00 17500 700.00 345.00 1380.00 200.00 800.00 2511.501 RANDOM RIP RAP CL II CY 40 70,00 2,80900 75.55 3.022.00 75,00 0 96.07 3,842.80 74.30 2,972.00 53.00 2.120.00 87.20 3,488.00 104.00 4160.00 100.00 4,000.00 2511.501 RANDOM RIP RAP CL III CY 245 70,00 17,150.00 75.55 18509.75 75.00 00 96.07 23,537.15 74.30 18 203.50 55.00 13,475.00 92.60 22,687.00 104.00 25,480.00 100.00 24500.00 2511.511 GRANULAR FILTER CY 100 001 1.00 30.00 3,000.00 22.00 00 42.70 4,270.00 37.20 3.720.00 3.00 300.00 5A5 545.00 5.80 580.00 36.00 3,600.00 2511.511 GEOTEXTILE FABRIC TYPE IV SY 565 2.00 1,130.00 2.20 1,243.00 300 00 2.67 1.508.55 1.50 847.50 1.00 565,00 1.85 1.045.25 2.20 1,243.00 3.00 1,695.00 2514.503 AGGREGATE SLOPE PAVING BY 319 10.00 3,190.00 50.00 15,950.00 50.00 00 F29202.84 53.15 16,954.85 54.40 17353.60 51.00 16,269.00 100.00 31 .900,00 56.50 18,023.50 50.00 15,950.00 2521.501 4" CONCRETE WALK SF 14200 2.70 38340.00 2.67 37,914.00 2,67 00 3.10 44.020.00 3.00 42,600,00 2.70 38,340.00 2.67 37,914.00 3.05 43.310.00 3.20 45.440.00 2521.501 8" CONCRETE WALK - SPECIAL COLOR SF 175 9.75 1,766.25 9.75 1,706.25 9.75 5 6.83 1,195.25 10.60 1855.00 10.00 1,750,00 9.75 1.706.25 11.15 1951.25 10.75 1,881.25 2521.501 8" CONCRETE WALK - SPECIAL COLOR AND IMPRINTED SF 295 975 2,87625 9.75 2,876.25 9.75 25 9.29 2,740.55 10.60 3.727.00 10.00 2,950.00 9.75 2,876.25 11.15 3,289.25 10.75 3,171.25 2527.602 CONCRETE HYDRANT PAD EACH 3 75.00 225.00 74.28 222.84 74.28 84 42.70 128.10 87.00 243.00 77.00 231.00 74.28 222.84 85.00 255.00 75.00 225.00 2521.618 CONCRETE TRASH RECEPTACLE PAD (4" THICK) SF 44 4,00 176.00 3.86 169.84 3.86 169.84 3.10 136.40 4.20 184.80 4.00 176.00 3.86 169.84 4.40 19160 4.00 176.00 2521.618 CONCRETE BENCH PAD (6" THICK) SF 236 5.80 1,368.80 5.78 1,364.08 5.78 1,364.08 190 920.40 6.30 1,486,80 6.00 1,416.00 5.78 1,364.08 6.60 1,557.60 6.00 1,416.00 2521.618 CONCRETE DRIVEWAY PAVEMENT (8 "THICK) SF 900 4.80 4,320.00 4.77 4,29300 4.77 4,293.00 5.23 4,707.00 520 4,680.00 COS 4,455,00 4.77 4,293.00 5.45 4,905.00 9.80 8,820.00 2531.501 CONCRETE CURB & GUTTER DESIGN 6618 LF 7155 860 61,53300 8.56 61,246.80 8.56 61 246.80 10.36 74,125.80 9.30 66,541.50 8.80 62,964.00 8.56 61,246.80 9.80 70,119.00 8.60 61,533.00 2531.501 CONCRETE CURB & GUTTER DESIGN D412 LF 205 8.00 1,64000 417 977.85 7.92 1,623.60 10.74 2,078.70 8.60 1.763.00 8.20 1,681.00 7.92 1,623.60 9.05 1,855.25 8.00 1,640.00 2531.602 PEDESTRIAN CURB RAMP SF 540 5.80 3,132.00 5.78 3,121.20 5.78 3,121.20 11.68 6,307.20 5.30 3402.00 6.00 3,240.00 5.78 3,721.20 6.60 3,564.00 6.00 3,240.00 2531.602 CONC ENTRANCE NOSE DES 7113 EACH 2 387.00 774.00 386.25 772.50 386.25 772.50 186.80 373.60 420.00 840.00 400.00 800.00 386.25 772.50 442.00 884.00 370.00 740.00 2533.503 CONCRETE MEDIAN - SPECIAL COLOR & IMPRINTED SF 3625 4.90 17,762.50 4.88 17,690.00 4.88 17,690.00 6.57 23,81615 5.30 19,212.50 5.00 18,125.00 4.88 17,690.00 5.60 20.300.00 4.90 17.762.50 2540.602 WASTE RECEPTACLE EACH 2 1400.00 2,800.00 1,525.00 3,050.00 1,627.00 3,254.00 1,174.18 2,348.36 1,930.00 3,86000 1,250.00 2,500.00 2,000.00 4000.00 1,695.00 3,390.00 1.630.00 3,260.00 2540.602 LIMESTONE BOLLARD EACH 14 1,450.00 20,300.00 1,780.00 24,92000 1725.00 24,150.00 1,735.95 24,303.30 1,640.00 22,960.00 1,750.00 24,500,00 2,000.00 28000.00 1.865.00 26,110.00 1,725.00 24,150.00 2540.602 BENCH EACH 2 1,400.00 2,800.00 1,540.00 3,080.00 1,638.00 3,276,00 1334.30 2668.60 2,350.00 4,700.00 1,350.00 2,700.00 1850.00 3,700.00 1,695.00 3,390.00 1,650.00 3.300.00 2540.603 STEEL EDGING LF 650 4.50 2,925.00 4,50 2,925.00 5.60 3,640.00 3.47 2,255.50 4.90 3,185.00 4.00 2,600.00 125 2,11150 5.10 3.315.00 6.00 3,900.00 2545,509 CONDUIT SYSTEM (LIGHTING) ITS 1 7,05700 7,057.00 14,865.00 14,865.00 7,056.63 7,056.63 15,867.44 15,867.44 10,875.00 10,675.00 15,500.00 15,500,00 14.865.00 14,86500 17,358.00 17358.00 10,000.00 10.000.00 2545.511 LIGHTING UNIT TYPE SPECIAL i EACH 4 4,010.00 16,040.00 3,665.00 14,660.00 4,009.59 16,038.36 3.912.15 15,648.60 4.025.00 16.100.00 3.750.00 15,000.00 3,665.00 14,660.00 4,280,00 17,120.00 4.009.00 16,036.00 2545.511 LIGHTING UNIT TYPE SPECIAL 2 EACH 27 5,415.00 146,205.00 5.270.00 142,290.00 5,414.43 146,189.61 5,625.39 151.885.53 5.700.00 153,900.00 5.400.00 145,80000 5,270.00 142,290.00 6,153.00 166,131,00 5.415,00 146.205.00 2545.511 LIGHTING UNIT TYPE SPECIAL 3 EACH 1 468.00 468.00 1,460.00 1,460.00 467.64 467.64 1,558.46 1558.46 522.00 522.00 1,500.00 1,500.00 1460.00 1,460.00 7.705.00 1,705.00 470.00 470,00 2545.515 LIGHT BASE DESIGN E MODIFIED EACH 27 568.00 15,336.00 475.00 12,625.00 567.71 15,328.17 507.03 13,689.81 517.00 13.959.00 485.00 13,095.00 475.00 12,825.00 555.00 14,965.00 570.00 15,390.00 2545.523 1" NON-METALLIC CONDUIT LF 1650 3.50 5,775.00 2.00 3,300.00 149 5758.50 2.14 3,531.00 1.75 2,887.50 2.00 3,300.00 2.00 3,300.00 2.35 3,877.50 3.70 6,105,00 2545.523 2" NON - METALLIC CONDUIT LF 5600 3.55 19,880.00 2.00 11,200.00 3.55 19,880.00 2,14 11,984.00 6.15 34,440.00 2.00 11,20000 17,210.00 2.35 13,160.00 4.10 22,960.00 2545.523 2" NON - METALLIC CONDUIT (FUTURE FIBER OPTIC) LF 1600 3.95 6,320.00 2,50 4,000.00 3.91 6,258.00 2.67 4,272.00 6.00 9.600.00 2.50 4,000.00 2.50 4,000.00 2.95 4,720.00 4.10 6,560.00 2545.531 UNDERGROUND WIRE 1 COND NO 310 LF 150 5.60 840.00 7.00 1,050.00 5.56 834.001 7.47 1,120.50 630 945.00 7.25 1,087.50 7.00 7,050.00 8.20 1,230.00 5.70 855.00 Shod Elliott Hendrickson Inc. Page 2 of 3 J Chad E. Setterholm, PE Registration No. 40913 SEW TABULATION OF BIDS Ravine Parkway & 85th Street South Cottage Grove, Minnesota r 5hadetl area d __ enotes SEH No.: COTTG 773281 cq ure crorrete fig Bid Date: Thursday, May 19, 2071 at 11am - - - -- Eureka Construction Inc 8500 West 210th Street- Suite 1 .Lakeville. MN 55044 §2,594,441.45 Miller Excavating Inc 3636 Stagecoach Trail North Sfillwater, MN 55082 $2,846576.21 Shafer Contracting Cc Inc P O Box 128 Shafer, MN 55074 -0128 $2,763,074.84 Man Steininger Inc 3080 Lexington Avenue South Eagan MN 55121 $2842,27535 `. j Minger Construction Inc 2471 Galti n Court- Suite 110 Chanhassen MN 55317 $2,874,977.35 Cad Bolander & Sons Company 251 Starkey Street - PO Box 721 Saint Paul MN 55107 $2,898,900,00 Redstone Construction Co Inc 2183 Highway 65 - PO Box 218 Mora MN 55051 $2929, 130.66 Rachel Contracting Inc 4125 Napier Court NE Saint Michael MN 55376 $2.998095:30 Geislinger & Sons Inc 511 Central Avenue South Watkins MN 55389-0437 $3,050 , 301 . 10 Item No. Item Unit Eat Qty Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price 2545.531 UNDERGROUND WIRE I COND NO 6 LF 11740 1.25 14,675.00 1.47 17,257.80 1.22 14,322.80 1.57 78431.80 1.15 13501.00 150 17,610.00 1,47 17,257,80 1.70 19,958,00 1.02 11,974.80 2545.531 UNDERGROUND WIRE 1 COND NO B LF 5870 1.00 5,870,00 0.45 2,70(120 0.94 5.517.80 0.49 2,876.30 0.80 4,696.00 0.50 2,935,00 0.46 2,700.20 0.55 3.228.50 0.72 4,226.40 2545.531 UNDERGROUND WIRE i CON) N0 10 LF 6870 0.75 5,152.50 0.83 5,702.10 0,74 5g".80 0.89 6,114.30 0.60 4,122.00 0.80 5,496.00 0.83 5,702.10 1.00 6,870.00 0.51 3,503.70 2545.537 UNDERGROUND WIRE 1 COND NO 12 LF 3940 030 2,758.00 0.25 985.00 0.68 2,679.20 0.27 1,063.80 (142 1,654.80 0.26 1 024.40 0.25 985.00 030 1,182.00 040 1,576.00 2545.541 SERVICE CABINET EACH 1 2,891.00 2691.00 3,925.00 3925,00 2,89087 2890.87 4,189.69 4,189.69 2,870.00 2,870.00 4,000.00 4,000.00 3925.00 3,92500 4,585.00 4,585.00 3,450.00 3,450,00 2545.545 EQUIPMENT PAD EACH 1 654.00 654.00 500.00 500.00 653.92 653.92 53372 533.72 650.00 650.00 515.00 515.00 500.00 500.00 585.00 585.00 650.00 650.00 2545.553 HANDHOLE EACH 4 503.00 2.012.00 450.00 1 800.00 2011.25 8,045.00 480.35 1,921.40 740.00 2,960.00 465.00 1,860.00 450.00 7.800,00 525.00 2,100.00 440.00 1,760.00 2550.602 JINSTALL TRAIL BOLLARDS EACH 1 2 200.00 400.00 250.00 500.00 1,000.00 2,000.00 1 266.86 533.72 1 305.00 610.00 1 200.00 400.00 800.00 1,600.00 1 230.00 4600D 45000 900.00 2554.505 PERMANENT BARRICADE LF 72 13.00 936.00 13.00 936,00 13.00 936.00 13.88 999.36 14.15 1.01&80 13.50 972.00 13.00 936.00 14.70 1,058.40 50.00 3 2563601 TRAFFIC CONTROL LS 1 2,950.00 2,950.00 2,950.00 2,950.00 5,000.00 5,000.00 3,148.94 3.148.94 3,208.00 1208.00 3,000.00 3,000.00 2,950,00 2,950.00 3335.00 3635.00 4,00000 4,00000` 2564.531 SIGN PANELS TYPE C SF 135 3350 4,522.50 33.50 4,522.50 33.50 4,522.50 35.76 4,827.60 36.50 4,927.50 35,00 4,725,00 33.50 4,522.50 37.80 5,103.00 32.00 4.320.00 2564.537 INSTALL SIGN TYPE SPECIAL EACH 1 135.00 135.00 135.00 135.00 135.00 135.00 144.11 144.11 146.50 146.50 140.00 140.00 135,00 135.00 153.00 153.00 280.00 280.00 2564.55 DELINEATOR TYPE X4-13 EACH 3 75.00 225.00 75.00 225.00 75.00 225.00 80.06 240.18 81.50 244.50 7600 228.00 7500 225.00 85.00 255.00 50.00 150.00 2564.552 HAZARD MARKER X4 -2 EACH 2 7500 150.00 75.00 150.00 75.00 150.00 80.06 160.12 81.50 163.00 76.00 152.00 75.00 150.00 85.00 170.00 50.00 100.00 2571.505 SHRUBS EACH 79 30.00 2,370.00 30.00 2,370.00 40.00 3,160,00 33,09 2.614.11 32.60 2,575.40 31.50 2,488.50 31.00 2449.00 34.00 2,686.00 40.00 3,160.00 2571.602 ORNAMENTALTREE EACH 52 153,00 7,956.00 153.00 7,956.00 235.00 12,220.00 203.88 10,601.76 166,50 8,658.00 190.00 9,880.00 191.00 9,932.00 173.00 8,996.00 235.00 12,220.00 2571.602 OVERSTORV TREE EACH 114 265.00 30,210.00 265.00 30,210.00 315.00 35,910.00 238.04 27,136.56 288.20 32,854.80 275.D0 31,350.00 223.00 25,422.D0 299.00 34,086.00 315.00 35,910.00 2573.502 SILT FENCE, TYPE MACHINE SLICED LF 6450 1.55 9,997.50 1.55 9,997.50 1.55 9,997.50 1 65 10,642.50 1.70 10,965.00 1.60 10,320.00 1.55 9,997.50 1.75 11,287.50 1.60 10,320.D0 2573,601 INLET PROTECTION EACH 29 150.00 4,35000 125.00 3,625.00 150.00 4,350.00 174.79 5068.91 108.00 3,132.00 125.00 3,625.00 150.00 4,350.00 340.00 9,860,00 180.00 5,220.00 2573.603 BIOROLL LF 4220 1.65 6,96100 1.65 6,963.00 1.65 6,963.00 1.76 0427.20 1.80 7,596.00 1.70 7,174.00 1.50 6,330.00 1.85 7,807.00 1.65 6,963.00 2575.505 SODDING TYPE LAWN BY 9250 2.50 23,125.00 2.40 22,20000 2.24 20,720.00 111 28.767.50 3.25 30062,50 2.75 25.437.50 2.52 23,310.00 340 31450.00 2,30 21,275.00 2575.623 EROSION CONTROL BLANKET CATEGORY 3 BY 19120 0.85 16,252.00 0.82 15,678.40 0.82 15,678.40 0.88 16,825.60 0.90 17,208.00 0.85 16,252.00 0.90 17,208.00 0.95 18,164.00 0.97 18,546.40 2575.607 SHREDDED HARDWOOD MULCH CY 210 29.00 6,090.00 29.00 6,09000 41,00 8610.00 30.96 6,501.60 31,50 6,615.00 37.00 7.770.00 33.00 6930.00 32.75 6,677.50 40,00 6,400.00 2575.608 SEED MIX A - BOULDEVARD TURF ACRE 1 900.00 900,00 900,00 900.00 900.00 900.00 960.69 960.69 1,000.00 1,00000 900.00 900.00 680.00 680.00 1,017.00 1,017.00 900.00 900.00 2575.608 SEED MIX B- SHORT/DRY WILDFLOWER & GRASS MIX ACRE 12 675.00 8,100.00 675.00 8,100.00 675,00 8,100.00 720.52 8,646.24 735.00 8,820.00 700.00 8,400.00 2,450.00 29400.00 765.00 9,180.00 675.D0 8,100.00 2575.608 SEED MIX C - MN /DOT SEED MIX 310 ACRE 1 1,500.00 1500.00 1,500.00 1500.00 1,500.00 1,500.00 1601.15 1,601.15 1,630.00 1,630.00 1,550.00 1,550.00 1.795.00 7795,00 1,695.00 1,695.00 1,500.00 1,500.00 2575.608 IX D- SHADY WOODLAND MIX ACRE 1 1500.00 1,500.00 1,500.00 1.500.00 1500.00 1,500.00 1601.15 1,601.15 1.630.00 1630.00 1,550.00 1550.00 4950.00 4.950.00 1,695.00 1695.00 1,50000 1,500.00 2575.608 IALIGRASSES EACH 1246 1000 12460.00 10.00 12,460.00 15.20 18.939.20 10.6] 13294.82 13.00 16,198.00 23.00 28658.00 8.50 10.591.00 1150 14,329.00 15.20 18939.20 2575.608 MIX 310 -(SEED MIX C -WET FORDS MIX) ACRE 1 1,80000 1,800.00 1,800.00 1,800.00 1,80000 1800.00 1921.38 1,921.38 2,000.00 2000.00 1,875.00 1,875.00 1.795.00 1.79500 2035.00 2,035.00 1.800.00 1,800.00 2575.608 ARY SEEDING W /HYDROMULCH ACRE 15 1350.00 20.250.00 1.350.00 20.250.00 7,350.00 20,250.00 1,441.04 21,615.60 1470.00 22,050.00 1450,00 21750.00 1,150.00 1].250.00 1,52500 21,875.00 1350.00 20250.00 2582.501 1 I SEED SG (LT ARROW)POLV PREF EACH 5 365.00 7,825.00 35000 1,750.00 365.00 1,825.00 389.61 1,948.05 400.00 2,000.00 375.00 1.875.00 365.00 1825.00 441.00 2,20500 36500 7,825.00 2582.501 SSG(RT ARROW) POLY PREF EACH 2 365.00 730.00 350.00 700.00 365.00 730.00 38961 779.22 400.00 800.00 37500 750.00 365.00 73000 441.00 tot 00 365.00 730.00 2582.502 LINE WHITE -POV PREF LF 536 2.75 1,474.00 3.00 1608.00 2.75 1 474.00 2.94 1,575.84 3.00 1,608.00 2.75 1,474.00 2.75 1 474.00 3.80 2,036.80 2.75 1,474.00 2582.502 ID LINE WHITE -POLY FREE LF 160 8.25 1,320.00 10.00 1,600.00 8.25 1,320.00 8.81 1,409.60 9.00 7 440.00 8.25 1,320.00 8.25 1320.00 12.60 2,016.00 8.25 1,320.00 2562.502 LE SOLID LINE YELLOW -POLY PREF LF 3000 5.60 16,800.00 6.00 18,000.00 5.60 16.800.00 5.98 77,940.00 6.10 18300.00 5.75 17,250.00 5.60 16.600.00 7.60 22,600.00 5.60 16800.00 2582.502 ID LINE YELLOW -POLY PREF LF 40 9.25 370.00 10.00 400.00 9.25 370.00 9.87 394.80 10.00 400.00 9.50 38000 9.25 370.00 12.60 504.00 9.25 370.00 2582.503 ICROSSWALK MARKING -POLY PREFORM SF 216 12.85 2,]75.60 10.00 2,160.00 1 12.85 1 2,775.60 13.72 2,96152 14.00 1 3,024.00 13.00 2,808.00 12.85 2.775.60 1 12.60 2,721.60 1235 2775.60 TOTAL BID $2,594,441.45 $2,646,576.21 1 $2,763,074.84 $2,842,275.35 $2,874,977.35 $2,898,900.00 $2,929,130.64 1 $2,998,095.30 $3,050,301.10 Short Elliott Hendrickson Inc. 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