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Home My WebLink About2013-05-01 PACKET 07.A.REQUEST OF CITY COUNCIL ACTION COUNCIL MEETING DATE 5/1 /13 PREPARED BY: Community Development ORIGINATING DEPARTMENT AGENDA ITEM # . Jennifer Levitt STAFF AUTHOR *****:�******************�********�************** COUNCIL ACTION REQUEST: Consider awarding the bid for the 2013 Pavement Management Project Utility and Street Improvements to Hardrives, Inc. in the amount of $5,343,534.14, including Alternatives #1 and #2. STAFF RECOMMENDATION Award the bid for the 2013 Pavement Management Project Utility and Street Improvements to Hardrives, Inc., who submitted the lowest of the four bids received, including Alternatives #1 and #2. BUDGET IMPLICATION: $5,358,000 $5,343,534.14 BUDGETED AMOUNT ACTUAL AMOUNT SUPPORTING DOCUMENTS � MEMO/LETTER: Memo from Jennifer Levitt dated 4/25/13 Letter from Mike Boex, Bolton & Menk, Inc., dated 5/1/13 � RESOLUTION: Draft ❑ ORDINANCE: ❑ ENGINEERING RECOMMENDATION: ❑ LEGAL RECOMMENDATION: � OTHER: Bid Tabulations ADMINISTRATOR'S COMMENTS Administrator Date ********************�************��************* COUNCIL ACTION TAKEN: ❑ APPROVED ❑ DENIED ❑ OTHER CITY OF COTTAGE GROVE � MINNESOTA To: Honorable Mayor and City Council Ryan Schroeder, City Administrator From: Jennifer M. Levitt, P.E., City Engineer Date: April 25, 2013 Re: 2013 Pavement Management — Bid Award Backqround/Discussion The bids for the 2013 Pavement Management were found to be favorable in comparison to the engineer's estimate. The low base bid was $5,343,526.27, compared to the engineer's estimate of $5,358,000. As part of the bid package, four alternatives were bid as part of the project. Alternative #1 was for replacement of the concrete pads under the community mail boxes along Indian Boulevard. Alter- native #2 was for community mailboxes in areas C1 and C2. The mailbox concrete pads are in poor condition generally and have issues with proper slope for drainage, making for hazardous conditions adjacent to the mailboxes. In some cases the concrete pad may be damaged or will not be aligned at the proper elevation of the new concrete curb and gutter. Overall, the replacement of the pads will provide a safer situation and improve the aesthetics of the neighborhood. The following are photos of some of the community mailboxes: It is staff's recommendation to accept Alternative #1 and Alternative #2 in the value of $32,816.84. Alternative #3 was for six electrical pedestals (120 V receptacles and 1-120 Volt receptacles) at Kingston Park for the Strawberry Festival for a cost of $24,845.86. Alternative #4 for was for six pedestals (1-120 Volt, 1-50Amp, 1-30 Amp receptacles) for the cost of $34,906.69. After review of the actual costs for different electrical pedestal options for the Strawberry Festival, it is above the feasibility value of $20,000 that was estimated. Staff is not recommending proceeding with Alter- natives #3 or #4 at this time. The Strawberry Festival is for a short duration each year, and onsite generators provide the most cost effective option for supplying power to vendors and the stage productions. Recommendation It is recommended the Council award the 2013 Pavement Management Project to Hardrives, Inc. for the total base bid of $5,343,526.27, plus Alternative #1 and Alternative #2 totaling $5,376,343.11. •� �G1!_TC�N � M� N K, I NC� � Consulting Engineers �C Surveyors " 2035 County Road D East • Suite B• Maplewood, MN 55109-5314 Phone (651) 704-9970 • Fax (651 } 704-9971 www.bolton-menk.com May 1, 2013 Honorable Mayor and City Council City of Cottage Grove 12800 Ravine Parkway South Cottage Grove, MN 55016 Re: Bid Results 2013 Pavement Management Project BMI No. N15.105420 Dear Honorable Mayor and City Council: Bids for the 2013 Pavement Management Project were opened on Thursday, April 18, 2013. Four (4) bids were received and ranged from $5,343,526.27 to $5,958,103.70. 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: Low 2 3 4 Contractor: Hardrives, Inc. Northwest T.A. Schifsky & Bituminous Asphalt, Inc. Sons, Inc. Roadways, Inc. Total Base Bid: $5,343,526.27 $5,531,321.20 $5,814,416.53 $5,958,103.70 Bid Alternate #1: Indian Blvd Community Maiiboxes Bid Alternate #2: C1/C2 Area Community Mailboxes Bid Alternate #3: Kingston Park Electrical Bid Alternate #4: Kingston Park Electrical $3,806.18 $3,483.80 $29,010.66 $26,831.40 $24,845.86 $27,530.00 $34,906.69 $45,498.00 $2,672.42 $20,527.26 $24,390.90 $34,669.94 $6,290.00 $47,670.00 $25,110.35 $35,424.45 The low Bidder on the Project was Hardrives, Inc. with a Tota) Base Bid Amount of $5,343,526.27. This compares to the Engineer's Estimate of $5,358,000. If the City Counci) decides to award the Project to the low bidder, then Hardrives, Inc. should be awarded the Project on the Total Base Bid Amount of $5,343,526.27. Any combination of Bid Alternates can be selected without affecting the low bidder. If you have any questions, please feel free to contact me at 651-968-7674. Sincerely, BOLTON & MENK, INC. Mi�Boe� Senior Project Manager DESIGNING FOR A BETfER TOMORROW Bolton & Menk is an equal opportunity employer ABSTRACT OF BIDS 2013 PAVEMENT MANAGEMENT PROJECT STREET AND UTILITY IMPROVEMENTS CIiY Of COTTAGE GROVE, MINNESOTA S.A.P. iS0-125-001 � PROJECT NO. N15.105420 Oolo; 4I18201J ITEM APPROX. PART1 •IN�IAN BOULEVARD 1 MOBILIZATION 2 REMOVE CONCRETE CURB AND GUTTER 3 REMOVECONCRETEPAVEMENT 4 REMOVEBITUMINOUSSTREET 5 REMOVE MANHOLE OR CATCH BASIN 6 REMOVE SIGN 7 SAWING CONCRETE PAVEMENT (F�LL DEPTM) e SAWING BITUMINOUS PAVEMENT (FULL DEPTH) 9 REMOVE AND REPL4CE CONCRETE CURB AND GUTiER (HIGH EARLI� 1� REMOVEANDREPLACECONCRETESIDEWALKORPEDESTRIANRAMP 17 COMMONEXCAVATION(EV)-STREET 12 TOPSOIL BORROW (LV) MODIFIED 13 EXCAVATION SPECIAL 14 SUBGRADEPREPARATION 15 SKID LOADER 76 STREETSWEEPER(WITHPICKUPBROOM) 17 AGGREGATEBASECLASSS 78 MILL BITUMINOUS PAVEMENT (1.5) 79 MILL BITUMINOUS PAVEMENT FOR CRACK REPAIR, INCL PATCH 20 JOINTMHESIVE 21 FULL DEPTH RECLAMP,TION 72 HAU�BITUMINOUSPAVEMENTRECLAM4TION(L� 23 BITUMINOUSMATERIALFORTACKCOAT 24 NPE SP t2.5 WEARING COURSE MIXTURE (3,C) SPECIAL 25 TYPE SP 12,5 WEARING COURSE MIXTURE (3,C) 26 NPE SP 12.5 NON WEARING COURSE MUCTURE (3,B) 27 T'PE SP 72,5 NON WEARING COURSE MUCTURE (3,B) FOR PATCNING 28 PATCHBITUMINOUSDRIVEWAYORTRAIL 29 72" RCP STORM SEWER CLASS 5 30 CONNECTTO EXISTING STORM SEWER STRUCNRE 31 CONNECTTO EXISTING STORM SEWER PIPE 32 4' CIPP, te" RCP STORM SEWER 33 IRRIGATION SYSTEM REPNR 34 ADJUSTVALVEBOX 35 REPLACE VALVE BOXTOP SECTION 36 VALVEBOXEXTENSION 37 HYDRANTRISER 38 ADJUSTSTORMSEWERCATCHBASINCASTING 39 ADJUST STORM SEWER CATCH BASIN CASTING, INCL NEW R-3290.V8 CSTG AND NEW H�PEAD.1 RINGS 40 ADJUST STORM SEWER MANHOLE CASTING 47 ADJUSTSANITARYSEWERMANHOLECASTING 42 2k3' STORM SEWER C8, INCL R3290.V8 CSTG AND HDPE ADJ RINGS 43 4' DIA STORM SEWER CBMH, INCL RJ290�VB CSTG AND HDPE ADJ RINGS 44 PATCHDOGHOUSE-STORMSTRUCTURE 45 CONCRETEHYORANTACCESS'PAD 46 CONCRETE CURB AND GUTTER, DESIGN B4t8 47 G' CONCRETE DRNEWAY PAVEMENT (RESIDENTIAL) (HIGH EARLI� 4B 7" CONCRETE DRIVEWAY PAVEMENT (COMMERCIAy (HIGH EARLI� 49 T' CONCRETE VALLEY GUTTER (HIGH E4Rl,� iLUMPSUM 5,820 LIN FT 2,100 S� YD 835 S� YD 2 EACH 21 EACH 265 LIN FT 1,030 LIN FT 1,510 UN Ff 5,565 SQ FT 35 CU YD 860 CU YD 1a EACH '13,670 S� VD 30 HOUR 30 HOUR 50 TON 14,905 SQ YD 4,050 LIN FT 17,495 LIN FT 13,370 S� YD 750 CU YD 2,970 GALLON 2,840 TON 1,36� TON 1,810 TON 1,35� SQ YD 835 SO VD 45 LIN FT 2 EACH 1 EACH 1 EACH 2 EACH 17 EACH 4 EACH 6 UN FT 7 LIN FT 15 EACH t EACH 6 EACH 27 EACH 2 EACH 1 E4CH 1 EACH 225 5� FT 5,820 LIN FT 80 S� V� 90 S� YD 90 SQ YD i Hardrives inc. 538,300.00 $2.03 $2.45 $2.03 saai.aa $26.07 $4.67 51.90 519.19 $5.32 $3t28 $22.00 E312.80 $0.76 50.01 $122.76 517.82 50.98 $3.00 so.se E�.88 $5.43 52.20 573.17 $fi3.29 $54.&5 510.00 874.98 540.14 5599.54 $437.92 $2,293.87 5156.40 $265.42 b203.32 $161.61 $609.96 8193.18 $719.56 $507.74 8505.65 $2,080.13 $2.476.34 $286.73 $4.69 5923 $46.92 $SOAS 560.47 St,721 SL95! $28,976 $29.605 $1,094 878,920 $3,728 $70,389 80, $3,fi64. 5891. aia,sos. $12,150. 87,816, $11,765, sa,o�z, $6.534. �,zo�,eoz. $86,074. 599,278. 573,500. $12,508. $7,806. St.199. $437. $2,293. $372. 84,512. z a a Northwest Asphalt, lnc. I T.A. Schifsky & Sons, inc. I Bituminous Roadways, Inc. $75,750.00 5275 35.35 $3.50 saoo.00 $25.00 $3.00 82.�0 szs.n $725 535.00 szzoo $350.00 E0.6� $100.00 $725.0a $25.00 5o.so $3.75 S1.t0 $1.90 sie.es $3.00 $68.75 362.35 $53.70 $13.75 820.65 $37.65 $650.00 $650.00 az,zoo.00 ssoo.00 $300.00 $375.00 5450.00 ssa3.00 $200.00 $620.00 5500.00 b500.00 $1,692.00 $2,'176.00 5200.00 $5,75 $9.95 $50,30 $55.95 $58,75 F3� s�a, $8, t95, 884. 597. $18, $17. 57, $1, $ az. s�. $5, S1. au,000.00 $3.00 E4.12 $3.09 ssie.ao 818.54 $208 $206 818,75 56.08 $30.90 3at2o E2o6.o0 $1.00 580.00 sioo.00 520.00 stia $258 $1.00 51.W ss.ao $2.50 569.00 $64.W $57,00 $24,00 823.00 $40.t7 82,781.00 $1,500.00 52,266.00 5515.oa 8262.65 $92.70 572.10 5530.45 $775.85 $7,030.00 $48825 $48925 51,781.90 sz,oie.so $154.50 $5A5 89.D 54223 547.74 857.01 $17 82,580.1 St236.0 F� F7 � � .`� a2s,000.00 55,00 510.00 57.00 5405.�0 $26.35 $2.fi0 $2A5 $3020 $6.40 s2z.ao szs.zs aias.00 5D.50 $135.00 $135,00 aisso ai.ss $2.75 51.15 57.45 aii.as $3.00 573.00 $fi5.00 $50.50 531.35 529.65 $40.50 $605.00 $445.00 52,315.00 5765.00 s2so.00 $335.00 aiss.00 $6t5A0 $205.00 8740.00 $Q95.00 8500.00 $2,100.00 52,500.00 auo.ao 84.75 59.30 847.% $50,W $61.00 azs,000.00 $29,100.00 $21,000.00 55,845.00 $810.00 5553.35 5689.00 52.523.50 $45,602.00 $35,676.00 ano.00 sz�7�s.00 steso.00 as,ess.00 54,050.00 $4,050.00 ss�s.00 s�e,ssi.as 511,137.50 $13,21925 $19,386.50 58,587.50 se,sio.ao SZ(17,320.00 888,400.00 $91,405.00 E42,322.50 $24.757.75 51,822.50 $1.210.00 saas.ao $2,315.00 5330.00 sa,zso.00 81.3A0.00 ssso.00 $615.00 $3,075.00 s�ao.00 $2,970.00 sia,soo.00 54,2()0,00 s2,soo.aa azeo.00 $1,068.75 $54,12fi.00 $3,788.00 $4,545.00 $5,490.00 PROIECT N0. N35.105420 omo: aiarzwo ITEM NO. ITEM 50 TRUNCATEDDOMES 51 PEDESTRIAN CURB RAMP 52 SALVAGEANDREINSTALLMNLBOXCLUSTER 53 TEMPORARYMFJLBOX 54 4" PVC CONDUIT CROSSING FOR STREET LIGHTS 55 HANDHOLE 56 FEED POINT 57 TNO NO 6 AN� NO 10 GROUND IN PLACE IN CONDUIT 58 PNO NO 4 AND NO 10 GROUND IN PLACE IN CONDUIT 59 TRAFFIC CONTROL 60 SIGN PANELS, NPE C 67 SILT FENCE, NPE MACHINE SLICED 62 STORM DRAIN INLET PROTECTION PER STANDARD DETAIL ERO-0B 63 STORM DRPJN INIET PROTECTION PER STANDARD DETAIL ERO-0C 64 WATER FOR TURF ESTABLISHMENT 65 HYORAULICSOILSTABILIZERNPES 66 SEEDING, INCL SEED MIX, PERTILIZER, AND HYDRAULIC SOIL STABIUZER 67 PAVEMENTMESSAGE(RIGHTARROW)POLYPREFORM 68 4"SOLIDUNEWHITE-EPDXV 69 4"DOUBLESOLIDLINEYELLOW-EPDXY 70 12" SOI.ID LINE WHITE-POLY PREFORM 71 24" SOLID LW E W HITE - POLY PREFORM PART 2- PROJECT AREAS Ci AND C2 72 MOBILIZATION 73 FIELD OFFICE 74 TRAFFIC CONTROL 75 PORTABLE MESSAGEBOARD 76 CLEAR AND GRUB 1REE 77 REMOVE CONCRETE CURB AND GUTfER 78 REMOVE RCP STORM SEWER 79 REMOVE HDPE STORM SEWER BO REMOVE FES 8� REMOVE RIP RAP 82 BULKHEAD 36" RCP STORM SEWER 83 REMOVEPL4YGROUNDTIMBERS 84 REMOVECONCRETEPAVEMENT 85 REMOVE BITUMINOUS STREET 86 REMOVEBITUMINOUSDRIVEWAYORTRAIL 87 REMOVE MANHOLE OR CATCH BASIN 88 REMOVE SIGN 89 SPIVAGEFENCE 9� SALVAGEANDREWSTALLSIGN 91 SALVAGEANDREINSTALLPENCE 92 MODIFY FENCE FOR 3fi" WIDE PED RAMP 93 CLOSEFENCEOPENING 94 MODIFY LANDSCAPING FOR NEW TRAlLS 95 SAWINGCONCRETEPAVEMENT(FULLDEPTH) 96 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) 97 REMOVE AND REPLACE CONCRETE CURe AND GUTfER (HIGH EARLI� 98 REMOVE AND REPL4CE CONCRETE SI�EWALK OR PEDESTRIAN RAMP 99 COMMONEXCAVATION(EV)-STREET 700 COMMON EXCAVATION (EV)-TRAIL 707 SUBGRADE EXCAVATION (EVj TOTAL PART 1 -INDIAN BOULEVARD APPROX �UANT. UNIT 380 S� FT 1,995 Sq FT 4 EACH 70 EACH 340 LW FT 31 EACH 3 EACH 3,745 LIN Ff 1,t7� LIN FT 1LUMPSUM 393 SO Ff 100 LIN FT 15 EACH ZO EACH 270 M GALLON 300 POUND 3,990 SQ YD 7 EACH t0,�10 LIN Ff 4,710 LIN FT 900 LIN FT 95 LIN FT 7LUMPSUM 1LUMPSUM 7LUMPSUM 2 VJEEK 9 TREE 36,470 LIN Ff 1,120 LIN FT 75 LIN FT 1 EACH 1 LUMP SUM 2 EACH 330 LIN FT t,090 S� YD 57,5�0 SQ YD 5,870 5� YD 10 EACH 25 EACH 25 UN FT 2 EACH 40 LIN FT 6 EACH t EACH 1LUMPSUM 1,OB0 UN FT 8,1&5 LIN FT 6,a90 UN FT t,660 SQ FT 5,120 CUYD 7,370 CU YD 7.it0 CUY� 1 3 J 4 Hardrives Inc. I Northwest Asphalt, inc. I 7.A. Schifsky & Sons, Inc. I Bituminous Roadways, Inc. Ropers, MN Shakooee. MN N. SL Paul. MN $36.49 54,07 $47.96 $15.64 $0.07 8527.33 $3,910.01 $S.fiO 8725 572,130.00 E3128 $4.53 $69.86 $69.86 $20.85 51.01 5122 $333.65 $0.3t $0.65 $71.47 $72.94 5165,000.00 $7,583.49 576,256.a2 5938.41 szso.s� $2.03 $70.95 $626 $49526 51,965,43 8307.59 $4.08 $2.45 $1.53 ss.00 $364.93 azs.o� $10.43 $130.34 $10.43 8208.53 $t56.40 5260.67 $4.62 $1.89 $20.61 $5.11 87,00 $11.47 $9.38 512,277 3 $t,965.< $615.1 $1,346,5 $1,251 $15,02: 510,411 $40.00 55,15 smo.00 St1.00 sii.aa $320A� $3,850A� $1020 571.00 $5,000.00 530.00 sa.00 $15�.00 aisa.00 aia.00 $1.50 51.00 5336.00 50.32 50.65 $17.55 $23.10 $63,000.00 ais,000.00 E5,OOOA� asoo,oa $400,00 82.75 $5.00 $5.00 $200.00 b500.00 $700.00 $5.00 55,35 51.45 $3.50 $350A� azs.ao ffi70.00 5150.00 $40.00 szaa.00 $250.00 51,000.00 $3.00 $2.00 $26.77 $7.25 817.00 $19.00 $17.00 €$7[Z31 ;i �' $39.74 $5.05 an.m $1�.30 so.eo $515.00 $3,862.50 $5.53 $7.16 $30,000.00 523.95 $2.06 5154.5� aisaso sie.sa $1.55 $0.95 $978.50 8�.31 so.sa 515.04 $27.30 saso,000.00 aio,soo.00 E59,000.00 ssi z.es $360.50 82.27 St1.33 $73.39 $t,236A� 5515.00 $727.00 $7As E3.fi1 $129 $t.03 $484.10 aie.sa $97.85 $97.&5 $25.75 5257.50 $575,�0 $5,150.00 $200 $2.00 $78.75 $6.08 810.30 510.30 $1430 F3I']LFL! $11,587 820,709 $8,377 � � $36.85 $13,266.00 anno ae,nsso ass.00 azzo.00 572.65 St26.50 50.07 $3.40 $525.00 $16,275.00 $3,950.0� 511,&50.00 $5.65 521,75925 57.30 $8,547.00 stori.�s si,on.�s 531,60 $12,403.00 aa.zo sazo.00 s�so.00 s2,zso.00 s�BO.00 ss,oaa.00 azs.00 as,�so.00 ai.so as�o.00 a�.�o Sfi,783.00 $845.00 $5,975.00 $0.32 $3,20320 5a.s5 $3,061.50 515.35 $13,815.00 528.00 $2,fi60.00 5993,200.45 saa,soo.ao 5aa,soo.00 s�i,soo.ao aii,soo.00 az,�ssso az.tssso asas.00 s�,eso.00 $400A� 53,600A� $2.50 891,175.00 $71A5 $t2,376,00 $6,30 $472,50 ssoa.aa asoo.00 $1,985.00 81,985.00 $310.00 8620.00 S10S� $3,465.00 59.50 810,355.00 52.30 $118,450.00 $7.00 $40,670,00 $370.00 $3,70�.00 $26.35 $658.75 $t0,50 §262.50 $130A� $260.00 526.00 S'1,040.00 aeoo.00 aa,soo.00 $685.00 5685.00 $3,300.00 $3,300.00 $2.60 $2,808.00 $2.45 $20,05325 531.35 $790,921,50 ss.00 as,sso.00 $17.45 $89,344A� $19.50 $25,545.00 577.45 St9,%9.50 PROJECT NO. N15.105420 Dulo: 4I18/101J ITEM NO. ITEM 702 TOPSOIL BORROW (L� MODIFIED t03 EXCAVATIONSPECIAL 104 SUBGRADE PREPARATION 105 SKID LOADER 106 STREETSWEEPER(WITHPICKUPBROOM) 107 AGGREGATE BASE CLASS 5 108 AGGREGATEBASECLA555,'100%CRUSHED 109 MILLBITUMINOUSPAVEMENT(1.5") 110 MILL BITUMINOUS PAVEMENT FOR CRACK REPAIR, INCL PATCH 111 JOINTADHESIVE 112 FULL DEPTH RECLAMATION 113 SALVAGE AND RESPREAD RECLAIM MATERIAL t14 BITUMINOUSMATERIALFORTACKCOAT 115 NPE SP 12.5 WEARING COURSE MIXTURE (2.C) SPECIAL 116 TYPE SP 12.5 WEARING COURSE MIXTURE (3,Cj SPECIAL t17 TVPE SP 12.5 WEARING COURSE MIMURE (3,C) 718 TYPE SP 9.5 WEARING COURSE MU(TURE (2,B) 119 NPE SP'12.5 NON WEARING COURSE MIXTURE(2,C) t20 iYPE SP'125 NON WEARING COURSE MIXTURE (3,8j t21 iYPE SP 125 NON WEARING COURSE MIXTURE (3,B) FOR PATCHING 722 PATCHBITUMINOUSDRIVEWAYORTRAiI 123 12" CMP STORM SEWER 724 t2"RCPSTORMSEWERCL4555 125 15" RCP STORM SEWER CLAS55 126 30" RCP STORM SEWER CLA553 127 36" RCP STORM SEWER CL4S53 128 42" RCP STORM SEWER CLAS53 129 42" ARCH RCP STORM SEWER CLASS 3 130 12" CMP FLARED END SECTION 131 15" RCP FLARED END SECTION INCL TRASH GUARD 132 2'Y!' STORM SEWER CB. INCL R-3290.VB CSTG AND HDPE AD.1 RINGS 133 4' DIA STORM SEWER CBMH, INCL R-0342 CSTG AND CONCRETE STOOL GRATE FRAME '134 4' DL4 STORM SEWER CBMH, INCL R-2501-G CSTG AND HDPE ADJ RINGS 135 4'DIASTORMSEWERCBMHWITH3'SUMP,INCLR-2501GCSTGANDHDPEADJRINGS '136 4' DW STORM SEWER MH, INCL R-1642-B CSTG AND HDPE MJ RINGS 137 4.5' DIA STORM SEWER MH, INCL R-1642-8 CSTG AND HDPE ADJ RINGS 138 5' DIA STORM SEWER CBMH, INCL R-3?90.V8 CSTG AND HDPE ADJ RINGS '139 7' �IA STORM SEWER MH, INCL R-1642-B CSTG AND HDPE ADJ RINGS 740 8' OW STORM SEWER MH, INCL R-1642-8 CSTG AND HDPE ADJ RINGS 141 MOOIFYOVERFLOWSTRUC7URE 142 CONNECTTO E%ISTING STORM SEWER PIPE 143 CONNECTTO E%ISTING STORM SEWER MANHOLE 141 ADJUST STORM SEWER GATCH BASIN CASTING 145 ADJUSTSTORM SEWER CATCH BASIN CASTING, INCL NEW 4' DIATOP SLAB, R-3290.V0 CSTG. AND HDPE ADJ RINGS 146 ADJUST STORM SEWER CATCH BASIN CASTING, INCL NEW 6' DIATOP SLAB, R-3290.VB CSTG. AND HDPE ADJ RINGS 147 ADJUSTSTORMSEWERMANHOLECASTING 148 ADJUSTSANITARYSEWERMANHOLECASTING 149 RIP RAP CLASS 3 150 PATCHDOGHOUSE-STORMSTRUCNRE 151 PATCH TOP SLAB TO BARREL SECTION JOINT-STORM STRUCTURE 152 PATCHINVERT-STORMSTRUCTt/RE 153 CONSTRUCTINVERT-STORMS7RUCTURE 154 ADDSTEP-STORMSTRUCTURE 155 REPAIRSTEP-STORMSTRUCTURE 156 ADD 1' SECTION, 6' DIASTORM STRUCTURE APPROX. �UANT. UNIT 5,46� CU YD 15 EACH 71,430 SO VO 135 HOUR 735 HOUR 13,fi00 TON 2,23(1 TON 56,020 SQ YD 17,760 LIN FT 8.12q LIN FT 19,930 S� YD 19,830 5a VD it,240 GALLON t 1,00� TON 2,950 TON 2,480 TON 920 TON 7,370 TON 3,370 TON 5,400 SQ YD 5,790 5a YD 18 LIN'rT 130 LIN Ff 730 LIN FT t.125 LIN FT 2(1 LIN FT 18a LIN Ff 50 LIN FT 2 EACH 1 EACH 4 EACH 1 EP,CH 2 EACH 1 EACH 1 EACH 6 EACH 1 EACH I EACH 1 EACH 1 LUMPSUM 6 EACH 2 EACH 73 EACH 2 EACH 1 EACH 45 EACH 187 EACH 10 CU YD 49 EACH 6 EACH 1 EACH t EACH it EACH 3 EACH 7 EACH � � � a Hardrives Inc. I Northwest Asphalt, Inc. I T.A. Schifsky 8 Sons, inc. I Bituminous Roadways, lnc. $22,00 $3t2.80 $0.84 $0.01 5722.16 811.34 $76.56 $0.98 $3.00 $0.68 $0.87 $2.03 E2.2o 873.57 873.35 E63.38 863.43 861.81 $55.41 $10.00 514.92 322.84 $25,02 $26.95 541.65 567.77 $80.81 ss2.eo $218.96 $819.49 $2,OBD.13 $2.007.13 $1,965.43 52,173.96 51,928.94 $2.91426 $3,154.07 $4.582.53 $8,810.56 $2,372.07 $474.42 $620.39 $193.18 81.329.41 81.485.80 8493.&? $49277 $83.41 $730.33 5145.97 $130.33 $307.58 E156.40 $156.40 $406.64 � � $14.102. F� $27.00 $147 $350.00 $5 $0.55 $39 5100.00 $'13 $725.00 $ifi 811.30 $153 $13.40 529 so.ee sas E3.75 566 si.�a ae sa.�s sia 81.86 $37 $3.00 S33 $68.90 5735 $69.05 $203 E62.60 5155 sss.�a asa $61.35 5452 $53.90 $'178 $13.75 $74 $20.65 5119 $3�A� 9 $28.19 $3 $2729 $19 $43.45 $48 $59.18 $1 $79.04 $74 aes.ea sa $750.00 9 $fi90.00 9 81,350,00 $5 St�s�.00 gi $2,539.00 $5 sz,7as.00 5z at�sa.00 5i az,�szoo sis $3,186.00 $3 86,348,00 $6 58,079.00 $8 87,600.00 $t $650.00 $3 $850.00 St $200,00 $14 $7,432.00 $2 $1,670.00 $1 awo.00 szz $500,00 $93 575.00 9 azao.00 ss $200,00 $1 5400.00 9 5750.00 5 siio.00 E� si�o.ao 1 ai,azo.00 si, $70,05 $206.00 $1.03 $92.70 SsL85 812.36 $12.36 ai.aa $2.58 $1.03 ai.00 51.00 a2.so sszoo $69.00 E84.00 s�i.00 asa.00 as�.00 $24.00 $19.80 $26.78 $27.87 $28.84 546.35 567.98 584,46 aioais 8278.10 si,oso.so $1,369.90 81,sa8.aa 51.946.70 $1,767.30 ai,rjo.ao az,eszso 83,13120 $6,567.10 $B,BOfi.50 $3,007.60 5824.00 51,493.50 $300.00 $2,763.00 $2,894.30 $48925 $489.25 5703.00 as2.�a 5216.30 $216.30 St,081,50 $97.85 $82,40 $2,008.50 Fi $3, 821 871,01 S91 AE $1,2< 821 $1.OE 87.07 525.45 $ I85.00 so.as $135,00 8735.00 516.30 $18.35 si.zs b3.45 87.10 s�.ao $5,45 $3.00 s».sa an.�a $6520 ssa.ia 56520 sso.io $31.35 525.50 523.15 $2525 $2720 542.00 $68.45 aeiso $93.70 $T20.00 sezs.00 $2,t00.00 82,a25.0o s�,ses.00 aznss.00 57,945.00 sz,sas.00 83,185,�� $4,625.00 $8,895A� 82,395A� S480A� $625.00 azos.00 $t,345.00 s�,soo.00 saso.00 $St�A� 585,00 aiao.00 5745.00 $130.00 $310.00 5760.00 5160,00 5410.00 $32, $18. $18, 5711. $40. s�a. 567, $8, sz�. ame, b33; $786, szia; $i67, sss; $480, Si65, $169, $147, Fi! PROIECT NO. N15.305420 omo: ana2oia ITEM NO. ITEM 'I57 A�01' SECTION, 4' DIASANITARY STRUCNRE 158 REPL4CE R3290 CURB BOX 159 REMOVE LOOSE GASKET IN 36" RCP STORM SEWER 160 8" PVC SANITARY SEWER, SDR 35 161 8" DIP SANITARYSEWER, CL.52 162 4' DIA SANITARY SEWER MH, INCL R-t642-B CSTG AND HDPEADJ RINGS 163 CONNECTTOEXISTINGSANITARYSEWERMANHOLE t64 ADDS7EP-SANITARYMANHOLE 765 4' CIPP, 1T' RCP STORM SEVJER 766 4' CIPP, 75' RCP STORM SEVJER 767 4' CIPP, 18" RCP STORM SEWER 768 4' CIPP, 8" VCP SANITARY SEWER 169 LINE4'DIASTORMSTRUCTURE 170 LINEfi'DIASTORMS7RUCTURE 171 LINEB"VCPSANITARYSEVJER 172 SEAL 8" VCP JOINT 173 IRRIGATION SYSTEM REPAIR 174 ADJUSTVALVEBOX 175 REPLACE VALVE BOXTOP SECTION 176 VA�VEBOXEXTENSION 177 HYDRANTRISER 178 REMOVE AND REPLACE 6" GATE VALVE AND BOX 179 REMOVE AND REPtACE 17' BUTTERFLY VALVE AND BOX t80 6" WATER MFUN OFFSET 781 8" WATER MAIN OFFSET te2 EXCAVATION FOR INSULqTING EXISTING WATEft SERViCE (JEFFERY Cn te3 4" INSULATION 784 8" X 4" PVC WYE, SDR 35 185 4" PVC SANITARY SEWER SERVICE, SCH 40, INCL REMOVAL OF EXISTING SERVICE 186 7" COPPER WATER SERVICE. TPE K INCL REMOVAL OF E%ISTING SERVICE 187 REMOVE AND REPLACE CURB STOP AND BOX 188 CONCRETEHVDRANTACCESSPAD 189 CONCRETE CURB AND GUTTER, DESI6N B4te 190 CONCRETE CURB AND GUTTER, DESIGN 0418 (HIGH EARLI� 191 5' CONCRETE DRAINAGE SLAB 192 6" CONCRETE DRIVEWAY PAVEMENT (RESIDENTIAL) (HIGH EARL1� '193 T CONCRETE DRIVEWAYPAVEMENT (COMMERCIAL) (MIGH EARLY) 194 T' CONCRETE VALLEV GUTfER (HIGH EARLI� 195 TRUNCATEDDOMES t96 PEDESTRL4N CURB RAMP 197 SALVAGEANDREINSTALLMAILBOXCLUSTER 198 TEMPORARY MAILBOX 199 HANDHOLE 200 FEED POINT 201 TNO NO 6AND NO 10 GROUND IN PLACE IN CONDUIT 202 TNO NO 4AND NO 10 GROUND IN PLACE IN CONDUIT 203 4" PVC CONDUIT FOR STREET LIGHT CROSSING 204 SIGN PANELS, TVPE C 205 TRASH RECEPTACLE AND CONCRETE PAD 206 BENCH AND CONCRETE PAD 207 SHELTERFOUNDATION 208 20k20'SHELTER 209 PICNIC TABLE 210 CONCRETE PLAYGROUND 80RDER 217 SILT FENCE, TYPE MACHINE SLICED APPRO%. QUANT. UNIT 1 E4CH 2 EACH 7 EACH 585 LIN FT 20 LIN FT 6 EACH 1 EACH 8 EACH 2 EACH 1 EACH 1 EACH 3 EACH �6 LIN FT 34NFf 550 LIN FT t EACH 6 EACH 78 EACH 5 EACH 12 LIN Ff 6 UN FT t EACH 1 EACN I EACH 1 EACH 2 EACH 730 SQ YD 5 EACH 75 LIN FT 200 LIN FT 5 EACH 1,950 S� FT 33,80� LIN FT 2,670 LIN FT 140 5a FT 800 SQ YD 175 S� YD 150 5� YD 328 SQ Ff 1,370 54 FT 7� EACH 121 EACH 703 EACH 8 EACH 16,570 LIN Ff 2,3'10 UN FT 820 LIN FT 456 SQ Ff 3 EACH 1 EACH 1 LUMPSUM 1 LUMPSUM 2 EACH 330 LIN Fl 200 LIN Ff i Hardrives Inc. 5380.57 $380.Si 8224.18 $4483E 588.62 $88.6: 822.68 $13.267.BC $114.69 52,293.8C $2,763.08 E16,578.4E 51,027.02 51,027A: $67,77 $542.1E $1,981.07 $3,962,t4 $2,293.87 $2,293,87 $2,293.87 $2.293.87 51.981.07 $5.94321 $364.93 $5,838.88 5745,St $2,236.5° $38.06 520,933AC 81,t2�.86 $7,120.86 $156.40 $938.4C 8265.42 $20,702.7E E203.32 $1,0'I6.6C $761.61 51,939.32 $609.00 53,654AC $2,068.69 82,069.69 $2,893.40 52,893.44 $2,658.81 $2,658.81 $3,075.88 $3,WS.BB $7�3,80 $1,407.60 b46.92 86,099.60 5140,76 $703.80 ste.se ai,azssa $22.42 b4,484.00 $2G5.88 $1,329.40 $4.69 $9,145.50 $9,23 $311,974.00 810.17 $27,153.90 $6.78 $94920 $46.92 $37,536,00 550.05 $5,755.75 aso.ae ss.on.aa $3fi.49 811,968.72 54.07 55,575.90 $47.96 $3,35I.20 $15,64 $1,892.44 $521.34 553,698A2 $3,294.85 826,358.80 $7.03 $1t6,487.10 $7.25 516,747.W $0.01 5820 531.28 St4263.68 $1.048.93 $3,146.79 57.445.15 $1.445.15 $10,391.14 510,391.14 520,8535� 520,853.50 $878.03 51,956.06 $76.88 $5,504.40 $4.53 5906.00 z � y Northwest Asphalt, Inc. I TA. Schifsky & Sons, Inc. I Bituminous Roadways, lnc. Shakooee. MN N. St. Paul. MN 51,250.00 S'1,2 $230A� 841 $250.00 82: 527.07 $15,8: $78.76 $1,5 $2,310.00 $13,8! aiaso.00 s�,r 5110.00 $8! $1,900.00 83,8f $2,200.00 $2,2f 82.200.00 $2.2( St.900.00 $5.7( 8350A� $S,6f $715.00 $2,1. $36.50 $20,Oi $'I,W5.00 $t,0i $500.00 $3,0( saoo.00 szs,ac 5375,�0 $1,8i 5450,�0 $5,4( $575,�0 $3,OS $2,390.00 � $2,3: 54,675.00 $4,6i $7,800.00 $1,8( sz,zoo,00 5z,zc 5aso.ao asc $43.00 $S,SS $327.00 51,G azssz sz,zi $29.19 $5,8£ 8563.00 $2,81 55.75 $7121 59.95 $336,31 510.70 328,SE ss.os s& $50.30 540,2� 855,95 $6,4: $58.75 $8,7. $40,00 513,ii $5.75 $7,0: siao.ao s�,oc $11.55 $1,3: $310.00 531,9E $3,850.00 $37,6C $1�.60 $175,64 $11.6� 526,7E $17.00 59,� $30.00 $13,6E $1,�00.00 83,3C $7,510.00 $1,51 $6,882.00 $6,82 szz,aaa.00 azz.oc $1.155.00 52.31 $28.35 $9.3° $4.00 $BC $1,390.50 $139A5 $566.50 $29.87 87725 E2.142.40 E2,5/5,00 an.zs si,sn.ao 52266.00 $2,266.00 $1.957.00 $360.50 $736.45 $37.6� 81.107.25 5515.00 8262.65 $92.70 872.10 8530.45 $3,273.6� anase.so $3,6t5.3� sa,azs.00 s�,asosa 536A5 5133.90 azs.�a $28.84 $79825 55.05 5927 siosi ss.is $4223 547.74 $57.07 839.14 $5.05 s�z.ia $10.7A asis.00 $3,254.80 56.95 8721 so.ai 323.95 $82.40 $78025 $10,300.00 $30,900.00 $1,500.00 $22.66 $2.06 $1,390 $278 $566 517,473 $1.545 aiz,esa $2.575 ssia $3,914 $2,268 E2.266 85,871 $5,768 82,209 $20,680 51.707 $3,090 $20,486 $463 $865 $3,182 $3,213 sa.�se $3,6t5 sa,azs $2,781 � S7 5385.00 azso.00 $90.00 $23.00 ai�s.ao sz,�so.00 51,640.00 sse.as $2,000.00 $2,315.00 $2,315.00 $2,000.00 $370.00 $750.00 $38A5 $7,130A� $165.00 $230.00 5350.00 $765.00 $615.00 $2,090.00 sz.sza.00 $2,685.�0 $3,100.00 s�io.00 547.35 $140.00 siszo 522.65 $270.00 $4.75 $9.30 aio.zs b6.85 547.35 $50.50 561.00 $36.85 54.t0 sss.00 512.fi5 ssas.ao 53,325.00 $7.70 57.30 so.oi $37.6� 5900.0� $1,085.00 ss,na.00 $24,300.00 ai,aso.00 $16.85 $5.50 � 521. $1. 5 $17, $1, $t. S3, s�, $S,6t7 � 52, 51, $6, PROJECT NO. N15.105420 omo; anerzma ITEM NO. ITEM 212 STORM DRAIN INLET PR07ECTION PER STANDARD DETAIL ER0�4B 213 STORM� DRAIN INLET PROTECTION PER STANDARD DEfAIL ER0�4C 214 STORM DRAIN INLET PROTECTION PER STANDARD DETAIL ER0�4D 215 WATERFORTURFESTABUSHMENT 216 HYDRAULIC SOIL STABILIZER NPE 5 277 SEEDING, INCL SEED MIX FERTIL2ER, AND HYDRAULIC SOIL STABILIZER 218 SEEDING, INCL NATIVE SEED MIX FERTIUZER, AND HYDRAULIC SOIL STABI�IZEf 2t9 SOD,MINERALNPE 220 PAVEMENT MESSAGE (RIGHTARR0IA� POLY PREFORM 221 PAVEMENTMESSAGE(LEFfARftOW)POLYPREFORM 722 PAVEMENT MESSAGE (THRU ARROW) POLY PREFORM 223 PAVEMENT MESSAGE (HANDICAPPED SVMBOL) POLY PREFORM 224 4"SOLIDLINEWHITE-EPDXY 225 4" DOUBLE SOLID LINE YELLOW -EPDXY 226 12" SOLID LINE WHITE - POLY PREFORM 227 12" SOLID UNE YELIOW - EPDXY (SPEED BUMP) 228 24"SOLIDLINEVJHITE-POLYPREFORM 729 DECIDUOUS SHRUB NO 1 CONT 230 3" CAL DECIDUOUS TREE B88 BASE BID: TOTAL PART 1- INDIAN BOULEVARD TOTAL PART 2- PROJECT AREAS Ct AND C2 TOTAL BASE BID BID ALTERNATE #i - INDIAN BLVD COMMUNITY MAIIBOXES APPROX. �UANT. UNIT 42 EACH 42 EACH 4 EACH 1,060 M GALLON 2,00� POUND 26,600 S� VD 2,300 SQ YD 6,900 SO YO 2 EACH 4 EACH t EACH 8 EACH 16,510 I.IN FT 5,800 LIN FT 22� LIN Ff 48 LIN FI 25 LIN FT 2 SHRUB 14 EACH TOTAL PART 2- PROJECT AREAS C1 AND C2 1 6 CONCRETE MAILBOX PAD 378 S� FT 2 SALVAGEANDREINSTALLCOMMUNINANllL80X BEACH TOTAL eID ALTERNATE #'I • INDUIN eLVD COMMUNITY MAILBOXES BIO ALTERNATE #2 -C1/C2 AREAS COMMUNIN MAILBO%ES 7 5' CONCRETE MAILBOX PAD 2,934 SQ FT 2 SALVAGE AND REINSTALL COMMUNITY MAILBOX fi0 EACH TOTAL BID ALTERNATE #2 -INDIAN BLVD COMMUNITY MAILBO%ES BID ALTERNATE #3 - KINGSTON PAftK ELECTRICAL 1 ELECTR�CAL RUN t 2 ELECTRICAL RUN 2 3 ELECTRICAL RUN 3 4 ELECTRICAL RUN 4 5 ELECTRICAL RUN 5 6 ELECTRICAL RUN 6 7 ELECTRICAL RUN 7 e ELECTRICAL RUN e 9 ELECTRICAL RUN 9 10 HANDHOLES it POWERPEDESTALS 12 SERVICECABINET 13 BOLLARDS eID ALTERNATE iM • KWGSTON PARK ELECTRICAL 1 ELECTRICAL RUN t 2 ELECTRICAL RUN 2 25 LIN FT 70 LIN FT 76 LIN FT 7� LIN FT 80 LIN FT 20 LIN FT 62 LIN FT 7a LIN ( I 90 LIN F f 9 EACH 6 EACH 7 EACH 12 EACH 810 ALTERNATE #7 • KINGSTON PARK ELECTRICAL 25 LIN FT 70 LIN FT i z a a Hardrives Inc. Northwest Asphalt, Inc. T.A. Schitsky & Sons, Inc. Bituminous Roadways, Inc. Ro ere, MN Shako ee, MN N. St. Paul, MN '�E AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT $69.86 $2,834.12 8150.00 $6,300,00 §703.00 $4,326.00 $130A� $5,460 569.86 $2,934.12 5150,00 $6,300.�0 $703.00 $4,326,00 $13�.00 $5,460 $99,05 $39620 $150.00 $600.00 5703.00 $412.00 $13�A� $520 $20.&5 522,1�1.00 $18,00 $19,080.00 $18.54 $79,652.40 $2525 $26,765 $1.�1 $2,020.00 $1.50 83,000,00 $1.55 83,100.00 $0.95 $7,900 $1.72 $32,45200 $7.00 $26,600.00 $0.95 $25,270.00 $1.45 $38,570 $1.71 $2,806,00 $125 $2,875.00 $129 $2,967.00 $2.20 $S,OfiO $3.44 $23,736.00 $3.25 $22,425.00 $3.35 S23,it5,00 $5.00 $34,500 $333.66 $667.32 $336.00 $fi72.00 $824A� $t,648.00 5845.00 $t,690 $333.66 81,334,64 $336.00 57,344A0 $824.0� $3,296.00 5845.00 $3,380 $265.88 $265.88 $267,75 $267.75 $824.00 $824A� $845.00 $845 $406.64 $3,253.'12 $4t0.00 $3,280.00 $309.00 $2,472.00 $315.00 52,520 $0.31 $5,118.10 $0.32 $5,28320 $0.31 $5,118.10 $0.32 $5,283 $0.65 $3,T7�.00 $0.65 $3,770.00 $0.64 $3,772.00 $0.65 53,770 b11.47 52,523.40 817.55 $2,541.00 575,04 $3,308.80 $15.35 53,377 810.43 $500.64 St0.50 $504.00 $10,30 $494.40 $10.50 $504 $22.94 $573.50 523,70 $577.50 $27.30 $682.50 $28.00 s�ao St5,64 $3t28 550,00 $100.00 51�3,�0 $206.00 $100.00 $200 SSt0.97 $7,752.74 $450.00 $6.300.00 $360.50 55,047.00 $665.00 $9,3'ID 54,465,565.60 E6,586,390.05 §4,829,692.16 � $4,964.903 $254.17 $2, 33.36I $700.00 $ $800.00I $'103.00 $1 $824.00I E550.00 $4.69 $'13,760.46 $7.10 $20,831.40 $4.89 $14,347.26 55.00 $14,f $254.17 $15,2502(1 $10�.00 $6,000.00 $703.00 $6,180.�0 5550.00 $33,( 529,010.66 526,8J7.40 520�527.26 $47,E 53126 $781.50 $35.80 $895A� $30.90 $77250 $31.45 $i 823.44 $1,640.80 52620 $1,834A� $23.18 $7,622.60 $23,65 51,E $824 $70224 520.00 $7,520A� 59.17 $696.92 $9.30 $i $9.30 $651.00 $20.50 $7,435.00 $9.19 $643.30 $9.40 SE $923 $738.40 $18,60 57,488.00 S9.t7 $733.60 $9.30 $i $10.56 $27120 $27.80 $55fi.0� $10.43 $208.60 $70.65 $: $7.83 $485.46 $20.00 57,240.00 87.74 $479.88 $7.90 $t $7.83 $548,7a $18.90 5�,323.00 $7.74 $547.80 $7.90 5: $7.02 $637.80 $i6B� $1,494.00 $6.95 $625.50 $7.10 $E $458.78 $4,129,02 5245.00 $2,205.00 $4532� $4,W8.80 $465.00 $4,1 8479.63 $2,877.78 $530.00 53,180,00 $473.8� 52,842.80 $485.00 82,: $4,566.92 $4,556.92 $3,94�.00 $3,940.00 $4,532A� 84,532,00 $4,6'10.00 84,E SS73.47 ... $6,881.64 $535.00 56,420.00 $551,05 ffi6,612.60 5580,00 $6,£ 576.72 81,903.00 $9320 $33.37 $2,335.90 547.7� S?A,S90.90 $25,770 875.19 $7,879.75 $76.85 b7,921 b32,96 $2,30720 $33.70 $2,355 PROJECT N0. N15.105420 Oalo: 4I18201� ITEM NO. 3 ELECTRICAL RUN 3 4 ELECTRICAL RUN 4 5 ELECTRICAL RUN 5 6 ELECTRICAL RUN 6 7 ELECTRICAL RUN 7 8 ELECTRICAL RUN 8 9 ELECTRICAL RUN 9 70 HANDHOLES 71 POWER PEDESTALS 72 SERVICE CABINET 73 BOLLAROS SUMMARY: ITEM BID ALTERNATE 714 - KINGSTON PARK ELECTRICAL TOTAL BASE BID TOTAL BID ALTERNATE #1 -INDIAN BLVO COMMUNIN MAILBO%ES TOTAL BID ALTERNATE #2 -INDIAN BLVD COMMUNITY MAILBOXES BIO ALTERNATE W-KINGSTON PARK ELECTRICAI BID ALTERNATE #4 - KINGSTON PARK ELECTRICAL APPRO%. QUANT. UNIT 7fi LIN Ff 70 LIN FT 80 LIN FT 20 LIN FT 62 LIN FT 70 LIN FT 90 �IN FT 9 FACH 6 EACH 1 EACH t2 EACH i Hardrives Inc. Rogers, MN IGE AMOUNT $20.03 $t,SL 517.31 81,211 $14.37 E1.14: 537.11 $74: $18.42 87,14'< $13.68 §957 813.34 $1,20C $6t5.t8 55,53E $620.38 $3,7Y. $6,788.85 $6,78E z Northwest Asphalt, Inc. $34.00 529.30 $20.40 $53.65 $33.00 azs.so $18.40 5375.00 ai,eos.00 $6,300,00 a TA. Schifsky & Sons, Inc. N. St. Paul, MN 'PRICE AMOUNT $20.60 $1,5E 517.70 $1,1f 574.19 81,tF $36.67 $7: 81823 $1.1E 573.52 $94 $13.18 $1,tE $618.00 $S,5E 8618.00 $3,7C $6,706.33 $6,7C 4 Bi[uminous Roadways, Inc. 'PRICE AMOUNT szo.zs 817.45 aia.so $37.45 siaso $13.80 $13.45 $620.00 $625.00 $6,855.00 $580.00 RESOLUTION NO. 2013-XXX RESOLUTION AWARDING THE BID FOR THE 2013 PAVEMENT MANAGEMENT UTILITY AND STREET IMPROVEMENTS TO HARDRIVES, INC. IN THE AMOUNT OF $5,343,526.27 WHEREAS, plans and specifications for the 2013 Pavement Management Project Utility and Street Improvements were completed according to City standards; and WHEREAS, bids were requested to provide the necessary work; and WHEREAS, there were four alternatives as part of the bid package for the project. Alternative #1 was for replacement of the concrete pads under the community mail boxes along Indian Boulevard. Alternative #2 was for replacement of the concrete pads for the community mail boxes in areas C1 and C2. Alternative #3 was for six electrical pedestals (120 V receptacles and 2-120 Volt receptacles) at Kingston Park for the Strawberry Festival. Alternative #4 was for six electrical pedestals (1-120 Volt, 1-50 Amp, 1-30 Amp receptacles) at Kingston Park for the Strawberry Festival; and WHEREAS, it was determined that the replacement of the concrete pads for mail boxes would provide a safer situation and improve the aesthetics of the neighborhood and should be included as part of the project. The cost of Alternative #1 and #2 is $32,816.84; and WHEREAS, after review of the actual costs for different electrical pedestal options for the Strawberry Festival it was determined that the costs for Alternatives #3 and #4 are above the estimated feasibility value; and WHEREAS, four firms submitted bids; and WHEREAS, it appears that Hardrives, Inc. is the lowest responsible bid; and WHEREAS, it is the recommendation of the City Engineer that the bid be awarded to Hardrives, Inc. in the amount of $5,343,526.27, which includes Alternatives #1 and #2. NOW THEREFORE BE IT RESOLVED, the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, the bid for the 2013 Pavement Management Project Utility and Street Improvements Project is awarded to Hardrives, Inc. in the amount of $5,343,526.27. Passed this 1 st day of May 2013. Myron Bailey, Mayor Attest: Caron M. Stransky, City Clerk