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Home My WebLink About2013-04-03 PACKET 07.A.REQUEST OF CITY COUNCIL ACTION COUNCI� MEETING DATE 4/3/13 PREPARED BY: Community Development ORIGINATING DEPARTMENT AGENDA ITEM # � � Jennifer Levitt STAFF AUTHOR **************************************�********* COUNCIL ACTION REQUEST Consider awarding the bid for the East Point Douglas Road Utility and Street Improvements Project to Redstone Construction Co., Inc. in the amount of $1,416,542.85, contingent on the execution of a purchase agreement with CenturyLink for Parcel Identification Number 2202721320005. STAFF RECOMMENDATION Award the bid for the East Point Douglas Road Utility and Street Improvements Project to Redstone Construction Co., Inc., who submitted the lowest of the eight bids received. BUDGET IMPLICATION: $1,650,000 $1,416,542.85 BUDGETED AMOUNT ACTUAL AMOUNT SUPPORTING DOCUMENTS � MEMO/LETTER: Letter from Mike Boex, � RESOLUTION: Draft ❑ ORDINANCE: ❑ ENGINEERING RECOMMENDATION: ❑ LEGAL RECOMMENDATION: � OTHER: Bid Tabulations ADMINISTRATOR'S COMMENTS Bolton & Menk, Inc., dated 4/3/13 i 4 1 � �4 ity Administrator Date ************************************************ COUNCIL ACTION TAKEN: ❑ APPROVED ❑ DENIED ❑ OTHER Cottage J Grove � Pride and PCOSPerity Meet To: From: Date: Subject: Mr. Gerry Herringer Ryan R. Schroeder March 20, 2013 East Point Douglas Road Extension You had requested edification on municipal intent regarding the phasing of the East Point Douglas road improvements. In concert with the pending sale of approximately 22 acres of the Apache Chief Theater property to Wal-Mart the City contracted with Bolton & Menk, Inc. for design of a two phase improvement project of East Point Douglas Road. The first phase of this project is intended to be constructed in concert with the Wal-Mart development. The total cost of this Phase I construction is estimated at $2.975 million. Phase I construction will be funded by the Developer (Wal-Mart) and by City utility funds. The cost of the second phase of the East Point Douglas Road improvements is estimated at $6.786 million (2012 dollars). The Phase II road improvements are anticipated to provide benefit to 56.12 acres owned by Apache Chief, 2.11 acres owned by Mr. and Mrs. James Ross and 5.67 acres owned by Forest Anderson et al. It is anticipated that the phase II road improvement will occur in concert with significant development within the phase II development area sufficient to provide a benefit to the development parcel(s). Historically, without a petition from the landowners for the improvement due to the imminent development of those properties, the improvement would not be ordered. At the time of the Phase I I improvement project, the specific and relative benefit for those road improvements would be allocated in accordance with the IMTF policy in place at the time of construction as amended by a benefit analysis by an outside third party appraiser under contract with the City of Cottage Grove as has been the practice of the City over the past five years. An alternative to development coordinated construction of Phase II could exist should the City gain third party funding (federal, state, or county) sufficient to provide for the preponderance of project costs such that in the opinion of the City and owners of property in the development area the availability of the outside funding is of substantial benefit to these same parties. �o� �� m � . a"i0 eers &Suh` April 3, 2013 BO IsTON $�. M� N K, I NC� Consulting Engineers & Surveyors 2035 County Road D East • Suite g• Maplewood, MN 55109-5314 Phone (651) 704-9970 � Fax (651) 704-9971 www.bolton-menk.com Honorable Mayor and City Council City of Cottage Grove 12800 Ravine Parl<way South Cottage Grove, MN 55016 Re: Bid Results East Point Douglas Road Utility and Street Improvements S.A.P. Project No. 180-122-010 Dear Honorable Mayor and City Council: Bids for the East Point Douglas Road Utility and Street Improvements Project were opened on Thursday, March 21, 2013, Eight (8) bids were received and ranged from $1,416,542.85 to $1,662,799.85. A Bid Tabulation has been included. Copies will also be distributed to each Bidder after award by the City. The following is a summary of the Bids received: Contractor Redstone Construction Co., Inc. Northwest Asphalt, Inc. Minger Construction, Inc. Burschville Construction, Inc. Kuechle Underground, Inc. Ryan Contracting Co. Northdale Const, Co. Inc. Geislinger and Sons, Inc. Total Base Bid $1,416,542.85 $1,459,278.69 $1,498,159.50 $1,531,551.85 $1,567,956.42 $1,616,744.40 $1,634,593.59 $1,662,799.85 The low Bidder on the Project was Redstone Construction Company, Inc. with a Total Base Bid Amount of $1,416,542.85. This was approximately 14% lower than the Engineer's Estimate of $1,650,000. If the City Council decides to award the Project to the low bidder, then Redstone Construction Company, Inc, should be awarded the Project on the Total Base Bid Amount of $1,416,542.85. If you have any questions, please feel free to contact me at 651-968-7674. Sincerely, BOLTON & MENK, INC. Mi�Boex; P.E, Senior Project Manager Enclosure DESIGNING FOR A BETTER TOMORROW Bolton & Menk is an equal opportunity employer ABSTR.4CT OF B/DS East Point Dougias Road Utiiity and Street Improvements City of Cottage Grove, Minnesota BMI Project No. N15.104975 1 2 3 4 5 6 7 8 9 �o 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 26 29 30 BASE BID: MOBILIZATION CLEARING AND GRUBBING REMOVE SEWER PIPE (STORM) REMOVE CONCRETE CURB AND GUTTER REMOVE CONCRETE PAVEMENT REMOVE BRUMINOUS PAVEMENT REMOVE MANHOLE OR CATCH BASIN SAWING CONCRETE PAVEMENT (FULL DEPTH) SAWING BITUMINOUS PAVEMENT (FULL DEPTH) SALVAGE SIGN SALVAGE AND REINSTALL STREET LIGHT SALVAGE AND REINSTALL FENCE SALVAGE AND REINSTALL STORM SEWER PIPE COMMON EXCAVATION (P)-STREET COMMON EXCAVATION (P)-TRAIL & SIDEWALK ROCK EXCAVATION SUBGRADE EXCAVATION (El� COMMON BORROW (C�-ONSRE TOPSOIL 80RROW (C� - FROM STOCKPILE EXCAVATION SPECIAL 1 EXCAVATION SPECIAL 2 SKID LOADER STREET SWEEPER (VJITH PICKUP BROOM) AGGREGATE BASE CLASS 5 AGGREGATE BASE CLASS5100% CRUSHED MILL BITUMINOUS PAVEMENT (1.5'� BITUMINOUS MATERIAL FOR TACK COAT TYPE SP 12.5 WEARING COURSE MIXTURE (4,� SPECIAL TYPE SP 12.5 WEARING COURSE MIXTURE (2,C) SPECIAL TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) 1 1 235 335 680 9780 4 75 1190 9 1 330 40 2705 430 810 340 1000 1640 10 1 20 20 7125 1255 1330 1395 1280 225 430 LUMPSUM LUMPSUM LIN F? LIN FT SQ YD SQ YD EACH LIN FT LIN FT EACH IUMP SUM LIN FT LIN FT CU YD CU YD CU YD CU YD CU YD CU YD EACH EACH HOUR HOUR TON TON SQ YD GAL TON TON TON .00 75 z 1 H:\C0771N1510497517_Biddin�Contract Documents1104975-BidA6stractxls 4 70 Page 1 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 TYPE SP 12.5 WEARING COURSE MIXTURE (4,� TYPE SP 12.5 NON WEARING COURSE MIXTURE (4,B) PIPE BEDDING 15" RCP FLARED END SECTION, INCL TRASH GUARD 16" RCP FLARED END SECTION, WCL TRASH GUARD 12" RCP STORM SEWER CLA55 5 15" RCP STORM SEWER CLASS 5 18" RCP STORM SEWER CLASS 5 24" RCP STORM SEWER CLASS 4 CONNECT TO EXISTING STORM SEWER STRUCTURE CONNECT TO EXISTING STORM SEWER PIPE CONNECT TO EXISTING SANITARY SEWER 8" PVC SANITARY SEWER, 15'-20' DEEP 8" PVC C900 SANRARY SEWER, 15'-20' DEEP 8" PVC C900 SANITARY SEWER DROP W LET 30" SANITARY SEWER, 10'-15' DEEP 30" SANITARY SEWER, 15'-2D' DEEP 30" SANITARY SEWER, 20'-25' DEEP 30" SANITARY SEWER, 25'-3D' DEEP IRRIGATION SYSTEM REPAIR CONNECT TO EXISTING 24" WATER MAIN 12" BUTTERFLY VALVE AND BOX 24" BUTTERFLY VALVE AND BOX 6" GATE VALVE AND BOX B" GATE VALVE AND BOX HYDRANT ADJUST VALVE BOX VALVE BOX EXTENSION HYDRANT RISER 6" DIP, CL 52 WATER MAIN, INCL POLY WRAP 8" DIP, CL 52 WATER MAIN, INCL POLY WR.4P 12" DIP, CL 52 WATER MAIN, INCL POLY WRAP 24" DIP, CL 51 WATER MAIN, INCL POLY WRAP 4" POLYSTYRENE INSULATION DUCTILE IRON FITTINGS ADJUST STORM SEWER CATCH BASIN CASTING 1130 1130 1715 1 2 301 729 1813 132 � 1 1 12 20 9 50 740 840 65 1 1 1 1 4 1 4 2 4 2 75 35 32 1560 10 3600 4 TON TON LIN FT EACH EACH LIN FT LIN FT LIN Ff LIN FI' EACH EACH EACH LIN FT LIN FP LIN FT LIN FT lIN FT lIN FT LIN FT LUMPSUM EACH EACH EACH EACH EACH EACH EACH LIN FT LIN FT LIN FT lIN FT LIN FT LIN FT SQ YD POUND EACH 1 05.00 76 H:\COTfiN75104975V Biddin�Contrect Documents\10497SBidAbstractxis 1 100.00 3 167. Page 2 67 68 69 7� 71 72 73 74 75 76 77 78 79 80 81 82 83 84 65 66 87 88 89 90 91 92 93 94 95 96 97 98 99 100 ADJUST SANITARY SEWER MANHOLE CASTING 2'u3' STORM SEWER CB, INCL R-3290-VB CSTG AND HDPE ADJ RINGS 2'X3' STORM SEWER SKIMMER STRUCTURE 4' DIA STORM SEWER CBMH, 8' DEEP, INCL R-3290-VB CSTG AND HDPI 4' DIA STORM SEWER CBMH, 8' DEEP, INCL R-4342 CSTG AND CONC S' 4' DIA STORM SEWER MH, 8' DEEP, INCL R-1642-B CSTG AND HDPE AD 4' DIA STORM SEWER MH, 6' DEEP, INCL 3' SUMP, R-1642-B CSTG AND 5' DIA SANITARY SEWER MH, 8' DEEP, INCL R-1642-B CSTG AND HDPE 4' DIA STORM SEWER STRUCTURE OVERDEPTH 5' DIA SANRARY SEWER STRUCTURE OVERDEPTH CLASS 111 RANDOM RIPRAP 6" CONCRETE WALK 8" CONCRETE WALK-SPECIAL COLOR 8" CONCRETE WALK-SPECIAL COLOR AND IMPRINT TREATMENT CONCRETE HYDRANTACCESS PAD CONCRETE CURB AND GUTfER, DESIGN B618 6" CONCRETE DRIVEWAY PAVEMENT (RESIDENTIAI) 7" CONCRETE DRNEWAY PAVEMENT (COMMERCIAL) TRUNCATED DOMES PEDESTRIAN CURB RAMP TRASH RECEPTACLE, INCL CONC PAD BENCH, INCL CONC PAD 4" PVC, SCH 40, 2 CONDURS FOR PRIVATE UTILITY CROSSING 4" PVC, SCH 40, 3 CONDUITS FOR PRIVATE UTILITY CROSSING 6" PVC, SCH 40, 1 CONDUIT FOR PRIVATE UTILITY CROSSING 1.5 " NON-METALLIC CONDUIT 2 " NON-METALLIC CONDUIT 4" PVC, SCH 40, 1 CONDUIT FOR PRNATE UTILITY CROSSWG HANDHOLE LIGHTING UNIT LIGHTING UNIT CONCRETE BASE FEED POINT THREE NO 6 AND NO B GROUND IN PLACE IN CONDUIT TRAFFIC CONTROL 2 7 1 9 1 4 1 6 10 74 35 14000 29D 460 100 3810 80 315 136 825 1 1 300 100 100 95 415 500 2 12 12 1 2900 1 EACH EACH EACH EACH EACH EACH EACH EACH LIN FT LIN Ff CU YD SQ FT SQ FT SQ FT SQ FT LIN Fi SQ YD SQ YD SQ FT 54 FT EACH EACH LIN FT LIN FT LIN FT LIN FT LIN Fi LIN FT EACH EACH EACH EACH LIN FT LUMP SUM H:\C07TN15104975\7 Bidding Contract Documenis\10497SBidP,bstractxls 4 1 Page 3 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 DETOUR TYPE III BARRICADES SIGN PANELS, TYPE C DECIDUOUS TREE 2.5" CAL B&B - PRINCETON ELM DECIDUOUS TREE 2.5" CAL B&B - GINKO, AUTUMN GOLD DECIDUOUS TREE 2.5" CAL B&B - NORTHWOOD MP,PLE DECIDUOUS TREE 2.5" CAL B&B - EASTERN PIN OAK DECIDUOUS TREE 2.5" CAL B&B - SWAMP WHITE OAK ORNAMENTALTREE 1.5" CAL B&B - PRAIRIEFIRE CRABAPPLE ORNAMENTALTREE 1.5" CAL B86 - PAGODA DOGWOOD (CLUMP) ORNAMENTALTREE 1.5" CAL B&B- IRONWOOD ORNAMENTAL TREE 1.5" CAL B&B-AUTUMN BRILLIANCE SERVICEBEF SILT FENCE, TYPE MACHINE SLICED STORM DRAIN INLEf PROTECTION PER STANDARD DETAIL ER0.4A STORM DRAIN INLET PROTECTION PER STANDARD DETAIL ER0.46 STORM DRAIN INLET PROTECTION PER STANDARD DETAIL EROIFC STORM DR.41N INLET PROTECTION PER STANDARD DETAIL ERO-4D TEMPORARY ROCKCONSTRUCTION ENTRANCE SODDING TYPE MINERAL WATER FOR TURF ESTABLISHMENT HYDRAULIC SOIL STABILIZER TYPE 5 SEEDING, INCL SEED, FERTILIZER, AND CATEGORY 3 EROSION CONTI SEEDING, INCL SEED, FERTILIZER, AND HYDROMULCH PAVEMENT MESSAGE (RIGHT ARROIM POLY PREFORM 4" DOUBLE SOLID LINE YELLOW - EPDXY 4" SOLID LINE WHff E- EPDXY 4" BROKEN LINE WHRE-EPDXY 24" SOLID LINE WHITE- POLY PREFORM 1 1 106 14 13 10 9 12 9 9 15 10 2015 4 9 15 1 5 7620 25 2000 4285 6910 2 2000 1'I50 350 30 LUMP SUM EACH SQ FT TREE TREE TREE TREE TREE TREE TREE TREE TREE LIN FT EACH EACH EACH EACH EACH SQ YD M GALLON POUND SQ YD SQ YD EACH lIN Ff LIN FT LIN FT lIN FT TOTAL BID: Contrador Name and Address: Redstone Const Co., Inc. P.O. Box 218 Mora, MN 55051 PhOf10: 320-679A140 FaX. 320�7s-0154 Signed By: SYephen Johnson Title: President Bid Security: eond Addenda None Notihwest Asphalt, Inc. 1451 Stagecoach Rd Shakopee, MN 55379 Phone: e52�as�aaa F�C 952-445-1056 Signed By: Tony Kavfhold Tltle: Project ManaBer Bid Security: Bond Addenda None H:\COTI1N15104975V Biddine Contract DocumentsVO497S8idAbstractxis 3 10.00 Minger Construction, inc. PO Box 236 Chanhassen, MN 55317 Ph0f18: 952-366-9200 F2X: 952368-93N Sign2d By: Patrick MinBer TiUe: President Bid Security: eond Addenda None Burohville Const, Inc 11440 8th SL NE Hanover, MN 55341 Phone: 7s3-a97-a2az F�C 763-497-4266 Signed By: James Schendel TIS10: President Bid SeCU�ty: eond Addenda None Page 4 ABSTRACT OF BIDS East Point Douglas Road Utility and Street Improvements City of Cottage Grove, Minnesota BMI Project No. N15.104975 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 26 29 30 BASE BID: MOBILIZATION CIEARING AND GRUBBING REMOVE SEWER PIPE (STORM) REMOVE CONCRETE CURB AND GUTTER REMOVE CONCRETE PAVEMENT REMOVE BITUMINOUS PAVEMENT REMOVE MANHOLE OR CATCH BASIN SAWING CONCRETE PAVEMENT (FULL DEPTH) ' SAWING BITUMINOUS PAVEMENT (FULL DEPTH) SALVAGE SIGN SALVAGE AND REINSTALL STREET LIGHT SALVAGE AND REINSTALL FENCE SALVAGE AND REINSTALL STORM SEWER PIPE COMMON EXCAVATION (P)-STREET COMMON EXCAVATION (P) -TR41L & SIDEWALK ROCK EXCAVATION SUBGRADE EXCAVATION (E� COMMON BORROW (C� - ONSITE TOPSOIL BORROW (C� - FROM STOCKPILE EXCAVATION SPECIAL 1 EXCAVATION SPECIAL 2 SKID IOADER STREET SWEEPER (WITH PICKUP BROOfvn AGGREGATE BASE CLASS 5 AGGREGATE BASE CLASS5100% CRUSHED MILL BITUMINOUS PAVEMENT (1.5'� BITUMINOUS MATERIAL FOR TACK COAT TYPE SP 12.5 WEARING COURSE MUCTURE (4,� SPECIAL TYPE SP'12.5 WEARING COURSE MIXTURE (2,C) SPECIAL TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) 1 1 235 335 680 9780 4 75 1190 9 1 330 40 2705 430 810 340 1000 164D 10 1 20 20 7125 1255 1330 1395 1280 225 430 s LUMP SUM �UMP SUM LIN FT LIN FT SQ YD SQ YD EACH LIN FT LIN FT EACH LUMP SUM LIN FT LIN Ft CU YD CU YD CU YD CU YD CU YD CU YD EACH EACH HOUR HOUR TON TON SQ YD GAL TON TON TON H:\C0T71N15104975\7 Bidding_Contrect DocumentsN0497SBidAbstract.zls � 1 Page 5 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 so 61 62 63 64 65 66 TYPE SP 12.5 WEARING COURSE MIXTURE (4,F� TYPE SP 12.5 NON WEARING COURSE MIXTURE (4,6) PIPE BEDDING 15" RCP FLARED END SECTION, INCL TRASH GUARD 18" RCP FLARED END SECTION, INCL TRASH GUARD '12" RCP STORM SEWER CLASS 5 15" RCP STORM SEWER CLASS 5 1 B" RCP STORM SEWER CLASS 5 24" RCP STORM SEWER CLASS 4 CONNECT TO EXISTING STORM SEWER STRUCTURE CONNECT TO EXISTING STORM SEWER PIPE CONNECT TO EXISTING SANITARY SEWER 8" PVC SANITARY SEWER, 15'-20' DEEP 8" PVC C900 SANRARY SEWER, 15'-20' DEEP 8" PVC C900 SANITARY SEWER DROP INLET 30" SANRARY SEWER, 10'-15' DEEP 3D" SANITARY SEWER, 15'-20' DEEP 30" SANRARY SEWER, 20'-25' DEEP 30° SANITARY SEWER, 25'30' DEEP IRRIGATION SYSTEM REPAIR CONNECT TO EXISTING 24" WATER MAIN 12" BUTTERFLY VALVE AND BOX 24" BUTTERFLY VALVE AND BOX 6" GATE VALVE AND BOX 8" GATE VALVE AND BOX HYDRANT ADJUST VALVE BOX VAIVE BOX IXTENSION HYDRANT RISER 6" DIP, CL 52 WATER MAIN, INCL POLY WR4P 6" DIP, CL 52 WATER MAIN, INCL POLY WRAP 12" DIP, CL 52 WATER MAIN, INCL POLY WRAP 24" DIP, CL 51 WATER MAIN, INCL POLY WR4P 4" POLYSTYRENE INSULATION DUCTILE IRON FITTINGS ADJUST STORM SEWER CATCH BASIN CASTING 1130 1130 1715 1 2 301 729 1813 132 1 1 1 12 20 9 50 740 840 85 1 1 1 1 4 1 4 2 4 2 75 35 32 1560 10 3800 4 6 TON TON LIN F1' EACH EACH LIN FT LIN FT LIN FT LIN FT EACH EACH EACH LIN FT LIN FT LIN FT LIN Ff LIN FT LIN F� LIN FT LUMP SUM EACH EACH EACH EACH EACH EACH EACH LIN FT LIN FT LIN FT LIN FT LIN FT LIN FT Sq YD POUND EACH 50.00 1 H:\COlTN1510497517 Bidding Contrect Documenls\10497SBidAbstrad.xis .00 0 .50 � B Page 6 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 63 84 85 86 87 86 89 90 91 92 93 94 95 96 97 98 99 100 ADJUST SANITARY SEWER MANHOLE CASTING 2Sc3' STORM SEWER CB, INCL R-329D-VB CSTG AND HDPE ADJ RINGS 2'X3' STORM SEWER SKIMMER STRUCTURE 4' DIA STORM SEWER CBMH, S' DEEP, INCL R-3290-VB CSTG AND HDPI 4' DIA STORM SEWER CBMH, 8' DEEP, INCL R4342 CSTG AND CONC S' 4' DIA STORM SEWER MH, 8' DEEP, INCL R-1642-B CSTG AND HDPE AD 4' DIA STORM SEWER MH, 8' DEEP, INCL 3' SUMP, R-1642-B CSTG AND 5' DIA SANITARY SEWER MH, 8' DEEP, INCL R-1642-B CSTG AND HDPE 4' DIA STORM SEWER STRUCTURE OVERDEPTH 5' DIA SANITARY SEWER STRUCTURE OVERDEPTH CLASS III RANDOM RIPRAP 6" CONCREfE WALK 8" CONCRETE WALK- SPECIAL COLOR 8" CONCRETE WAI.K - SPECIAL COLOR AND IMPRINT TREATMENT CONCRETE HYDR4NT ACCESS PAD CONCRETE CURB AND GUTTER, DESIGN 661 B 6" CONCRETE DRIVEWAY PAVEMENT (RESIDENTIAL) 7" CONCRETE DRNEWAY PAVEMENT (COMMERCIAL) TRUNCATED DOMES PEDESTRIAN CURB RAMP TR4SH RECEPTACLE, INCL CONC PAD BENCH, INCI. CONC PAD 4" PVC, SCH 40, 2 CONDUITS FOR PRIVATE UTILITY CROSSING 4" PVC, SCH 40, 3 CONDUITS FOR PRNATE UTILITY CROSSING 6" PVC, SCH 40, 1 CONDUIT FOR PRIVATE UTILITY CROSSING 1.5 " NON-METALUC CONDUIT 2 " NON-METALLIC CONDUIT 4" PVC, SCH 40, 1 CONDUIT FOR PRNATE UTILITY CROSSING HANDHOLE LIGHTING UNIT LIGHTING UNIT CONCRETE BASE FEED POINT THREE NO 6 AND NO B GROUND IN PLACE IN CONDUIT TRAFFIC CONTROL 2 7 1 9 1 4 1 6 10 74 35 14000 290 480 100 3810 80 315 136 825 1 1 300 100 100 95 415 500 2 12 12 1 2900 1 EACH EACH EACH EACH EACH EACH EACH EACH LIN F1' LIN FT CU YD SQ FT SQ FT SQ FT SQ FT lIN FT SQ YD SQ YD SQ FT SQ Ff EACH EACH LIN FT LIN Ff LIN FT LIN FT LIN FT LIN FT EACH EACH EACH EACH LIN FT LUMP SUM 5 .83 .83 167. H:\COTT�N15104975V_Bidding Conhact Documents1104975-BidAbstract.xls 14.50 7 Page 7 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 126 DETOUR TYPE III BARRICADES SIGN PANELS, TYPE C DECIDUOUS TREE 2.5" CAL B&B - PRINCETON ELM DECIDUOUS TREE 2.5" CAL B&B - GINKO, AUTUMN GOLD DECIDUOUS TREE 2.5" CAL B&B - NORTH WOOD MAPLE DECIDUOUS TREE 2.5" CAL B&B - EASTERN PIN OAK DECIDUOUS TREE 2.5" CAL B&B-SWAMP WHITE OAK ORNAMENTAL TREE 1.5" CAL B&B - PR4IRIEFIRE CRABAPPLE ORNAMENTAL TREE 1.5" CAL 6&B - PAGODA DOGWOOD (CLUMP) ORNAMENTAL TREE 1.5" CAL 6&B - IRONWOOD ORNAMENTAL TREE 1.5" CAL B&B -AUTUMN BRILLIANCE SERVICEBEF SILT FENCE, TYPE MACHINE SLICED STORM DR41N INLET PROTECTION PER STANDARD DETAIL ERO-4A STORM DRAIN INLEf PROTECTION PER STANDARD DETAIL ERO-48 STORM DR4IN INLET PROTECTION PER STANDARD DETAIL ERO�C STORM DR41N INLEf PROTECTION PER STANDARD DETAIL ERO-4D TEMPORARY ROCK CONSTRUCTION ENTRANCE SODDING T'PE MINERAL WATER FOR TURF ESTABLISHMENT HYDRAULIC SOIL STABILIZER TYPE 5 SEEDING, INCL SEED, FERTILIZER, AND CATEGORY 3 EROSION CONTf SEEDING, INCL SEED, FERTILIZER, AND HYDROMULCH PAVEMENT MESSAGE (RIGHTARROV� POLY PREFORM 4" DOUBLE SOLID LINE YELLOW - EPDXY 4" SOLID LINE WHITE - EPDXY 4" BROKEN LINE WHITE-EPDXY 24" SOLID LINE WHITE- POLY PREFORM 1 1 106 14 13 10 9 12 9 9 15 10 zois 4 9 15 1 5 7620 25 2000 4265 6910 2 2000 1150 350 3� 5 LUMP SUM EACH SQ Fi' TREE TREE TREE TREE TREE TREE TREE TREE TREE LIN FI' EACH EACH EACH EACH EACH SQ YD M GALLON POUND SQ YD SQ YD EACH LIN FT lIN Fi LIN FT LIN FT Contractor N Kuechle UnderBround, Inc, PO Box 509 Kimball, MN 55353 Ph0(16: 320.196-866 F2X: 320396-8869 Slgfled By: Jerome Kuechle TiflO: President Bid SeCUfi1y: Bond Addenda None 6 Ryan ConVacting Co PO Box 246 Elko New Market MN, PhOf12: 952-8943200 Fax: s52-asa-a2o7 SICJ�@d By: Thomas J. Ryan Title: President Bld SECUfI�: Bond Addenda None H:\COTt1N15104975\7 Biddin�Contract Documenls\104975-BidAbstract.xls Northdale Const Co. Inc. 9760 71 st St NE Albertvilie, MN 55301 Phone: �sa.�2e F2X: 763�28�997 $19�Bd By: Phiiip B. Lesnar TIllO: Vice President Bid Secutity: eond Addenda None 8 .00 Geislinger and Sons, Inc. 511 Central Ave PO Box 437 Watkins, MN 55389 Phone: s2a7sa-2ooe Fax: sza�sa-2oo� $IJf10d By: JeffGeislinger Title: President Bid Security: eond Addenda None Page 8 RESOLUTION NO. 2013-XXX RESOLUTION AWARDING THE BID FOR THE EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS PROJECT TO REDSTONE CONSTRUCTION CO., INC. IN THE AMOUNT OF $1,416,542.85 WHEREAS, plans and specifications for the East Point Douglas Road Utility and Street Improvements Project were completed according to City standards; and WHEREAS, bids were requested to provide the necessary work; and WHEREAS, eight firms submitted bids; and WHEREAS, it appears that Redstone Construction Co., Inc. is the lowest responsible bid; and WHEREAS, it is the recommendation of the City Engineer that the bid be awarded to Redstone Construction Co., Inc. in the amount of $1,416,542.85. NOW THEREFORE BE IT RESOLVED, the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, the bid for the East Point Douglas Road Utility and Street Improvements Project is awarded to Redstone Construction Co., Inc. in the amount of $1,416,542.85. Passed this 3rd day of April 2013. Myron Bailey, Mayor Attest: Caron M. Stransky, City Clerk