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HomeMy WebLinkAbout2014-05-07 PACKET 07.B.REQUEST OF CITY COUNCIL ACTION COUNCIL MEETING DATE 5/7/14 PREPARED BY: Community Development ORIGINATING DEPARTMENT AGENDA ITEM # . • Jennifer Levitt STAFF AUTHOR ****************�************�*************�**** COUNCIL ACTION REQUEST Consider awarding the bid for the 2014 Pavement Management Project Utility and Street Improvements to Valley Paving, Inc. in the amount of $2,511,649.48, including Alternatives #1, #2, and #3. STAFF RECOMMENDATION: Adopt the resolution awarding the bid for the 2014 Pavement Management Project Utility and Street Improvements to Valley Paving, Inc., who submitted the lowest of the two bids received, including Alternatives #1, #2, and #3. BUDGET IMPLICATION: $2,795,000 $2,511,649.48 BUDGETED AMOUNT ACTUAL AMOUNT SUPPORTING DOCUMENTS: � MEMO/LETTER:Memo from Jennifer Levitt dated 5/1/14 Letter from Mike Boex, Bolton & Menk, Inc., dated 5/7/14 � RESOLUTION: Draft ❑ ORDINANCE: ❑ ENGINEERING RECOMMENDATION: ❑ LEGAL RECOMMENDATION: � OTHER: Map of Pavement Management area; Bid Tabulations ADMINISTRATOR'S COMMENTS: ��/� /, City Administrator Date *******************�**************************** COUNCIL ACTION TAKEN: ❑ APPROVED ❑ DENIED ❑ OTHER Cottage � Grove � Pride anaP�OSPerity Meet To: Honorable Mayor and City Council Ryan Schroeder, City Administrator From: Jennifer M. Levitt, P.E., City Engineer Date: May 1, 2014 Re: 2014 Pavement Management - Bid Award Backqround/Discussion The bids for the 2014 Pavement Management were found to be favorable in comparison to the engineer's estimate. The low base bid, provided by Valley Paving Inc., was $2,411,149.53, compared to the engineer's estimate of $2,795,000. As part of the bid package, three alternates were bid as part of the project. Alternate #1 was for repairs to East Point Douglas Road near White Pines Senior Living for a cost of $19,642.67. Sections of the road have settled around sanitary and storm sewer structures, creating an un- safe condition for drivers and a hindrance for plowing operations. The repair work as part of Alternate #1 is to remove and replace the settled sections of pavement. This entire portion of East Point Douglas Road, from Hardwood Avenue to the cul-de-sac, will also be seal coated as part of the 2014 Seal Coating Project. Below are some photos of the settlement: , - - � _ �;�.. „ - -, � � ¢;,� �. � � . � ., � — �b - ��.:�.:� '� ' --:- ;y�.;,.,��,'�� "s. t � I _�` .�__ t .� L � A ���; -J � ����-�- l . � ��_ ...: %� �. . .�"'"� , � - - " - �� � ' i . � . � �',� �- ' t � i � i . � ;1 � � ( �. �� . i `F s � �( � � ' �� � � _ -- ` - __� -. _ _ . . -� ;.:__,.�:? �_ i '� .. �':. - — . : � r - . ' .Y •. . � _- . -..�_ '� _ .. - -- —� ��_� - - -- . - __ .. �.' _ : X..'_= - - —�' --- - ^---`_ ,_ ..�--�- - - �� "=-T f' _ __"_;�`. i i '. . { { _ _=ti - I i '. � _ � � � � � � � � � � � ` Col,l'-O�Pf�UQ � � � �Q�O�(J9� ; , , { i ' � : ; , . . __y_: i" .,, , .�.�, ._��L.�..�...�: : _ ��- . �•- . �. . _ � . . . ' J ---'-------"---� (-- -----"�—_._-_.--�-----'-'---- --�----__....- ----...�_ -___..___=, � East Point Douglas Road, from Hardwood Avenue to the cul-de-sac Alternate #2 was for repairs to the intersection of 80th Street and East Point Douglas Road/Hardwood Avenue at a cost of $24,645.00. Due to the extreme weather over the past win- ter and excessive freeze/thaw cycles this spring, the intersection experienced extreme joint damage. While the joints have been patched by Public Works, a more permanent solution is needed to ensure the same failure is not seen in the future. The repairs as part of Alternate #2 include a full depth milling and repaving of the failed joint�. The intersection will al�o be seal coated as part of the 2014 Seal Coating Project. Below is a photo of the joints that have been patched in the intersection: Honorable Mayor, City Council, and Ryan Schroeder 2014 Pavement Management - Award Bid May 1, 2014 Page 2 of 3 � ._ � � � -�- _���- �, � - ,; � �. �� � Hk� Y..:.�_ 'O.c3' �t... . _ . �. ,._ _. . __r 1--�' - - +ss - �v�s i - �_— - o . _��, � �—�— ����r ----�—_ -- .., .�..._�� . -++ . -:� .«.> --'..l-.-;.- . ' . . - . ' . :. . . . � � , . " . - � -� .- � .___ _ •.�.. ��--"� .-;. �� �- ""__-+r��_f •�. < R, 0� 0 9 � w. : -� _ =.��.`�-� .� �_^ — I / - -- ._ '�,� '_ 80th Street and East Point Douglas Road/Hardwood Avenue Alternate #3 was for repaving of East Point Douglas Road, from County Road 19 west to where the 2013 reconstruction ended near Walmart, at a cost of $56,212.28. As with the damage to be repaired in Alternate #2, the extreme winter and spring conditions resulted in severe transverse joint damage in the road. This joint damage requires constant patching and will continue to worsen due to the age and condition of the road. The repairs as part of Alternate #3 include a full depth reclamation of the bituminous pavement and repaving. This will not be a long-term de- sign for the road, with only a 3-inch section of pavement to be placed. This is considered to be the most cost effective solution, based on future alignment changes of the East Point Douglas Road/County Road 19 intersection. Below is a photo of the excessive cracking and patching on East Point Douglas Road. .:-�lb7�q�'.�P'S'(^"'_�• .. . .. , . :,,,;tst��+��' . � � � K .�. .. "•T,�:.; .. �,.�"',�,��.. _:°"�R . . _ _ ti 1"' . ' '� � . v� . _ _ __ _ "'_'_ —_ _ _-. _�. , . ." . �����. - . . . - . . . " -. - .. � • _--- l'<..�.___�>''^.Y++z�=:.,� _ �-__ \." �� � . . � - _ � _ a . __ - _ �. � � � . ..�/j . - �."� 3y�-?=; _ � I - 3 _ a — `0 , �Q��a � � ,� ; . s "� �. ,t . _`fi��'€'�' ' :� _ ..-r .� ��\ ..� �_�,.L��f r. - �� _ __. �._ � �a East Point Douglas Road from County Road 19 to where 2013 reconstruction ended Honorable Mayor, City Council, and Ryan Schroeder 2014 Pavement Management — Award Bid May 1, 2014 Page 3 of 3 It is staff's recommendation to accept Alternate #1, Alternate #2, and Alternate #3 at a value of $100,499.95 Recommendation It is recommended the City Council award the 2014 Pavement Management Project to Valley Paving, Inc. for the total base bid of $2,411,149.53, plus Alternate #1, Alternate #2, and Alter- nate #3 totaling $2,511,649.48. � \ �,�� �Ii '�' a �yty_.'._1L- � �_� - .n T yL�9 ° � _. � �2�..wtlroa.; ..�yp�:� �- � '�:��' ' = .: � T . _ . , r ' �'��{ I 4 �� �P, irJ y��^j�'�''*�. 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May 7, 2014 e. -� ..:.... - _ �...... . ....:. o Consulting Engineers & Surveyors 2035 County Road D East • Suite B• 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 Parkway South Cottage Grove, MN 55016 Re: Bid Results 2014 Pavement Management Project BMI No. N15.106799 Dear Honorable Mayor and City Council: Bids for the 2014 Pavement Management Project were opened on Thursday, April 17, 2014. Two (2) bids were received and ranged from $2,411,149.53 to $2,578,458.15. 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: Total Base Bid: Bid Alternate #1: Southpoint Pavement Repairs Bid Alternate #2: Pavement Joint Repairs Bid Alternate #3: East Point Douglas Rd Reclamation Low Valley Paving, Inc. $2,411,149.53 $19,642.67 $24,645.00 $56,212.28 2 Hardrives, Inc. $2,578,458.15 $17,625.66 $89,556.09 $55,587.08 The low Bidder on the Project was Valley Paving, Inc. with a Tota) Base Bid Amount of $2,411,149.53. This was approximately 14% lower than the Engineer's Estimate of $2,795,000.00. If the City Council decides to award the Project to the low bidder, then Valley Paving, Inc. should be awarded the Project on the Total Base Bid Amount of $2,411,149.53. Any combination of Bid Alternates can be selected without affecting the low bidder. Should Council wish to award all three alternates, the Adjusted Total Base Bid amount would be $2,511,649.48. If you have any questions, please fee) free to contact me at 651-968-7674. Sincerely, BOLTON & MENK, INC. M i�Boex� Senior Project Manager DESIGNING FOR A BEITER 70MORROW Bolton & Menk is an equal opportunity employer ABSTRACT OF BIDS 2014 PAVEMENT MANAGEMENT PROJECT STREET AND UTILITY IMPROVEMENTS CITY OF COTfAGE GROVE, MINNESOTA PROJECT N0. N35.106799 oacr. a/vnoia ITEM APPROX. 1 2 3 4 5 6 7 B 9 30 il 12 i3 14 ss 16 17 18 19 10 u ]2 23 2d 25 26 n 28 29 � 31 32 33 34 35 36 37 � 39 ao 41 d2 43 4d 45 46 4T 48 49 � 51 52 53 54 55 56 5] � 59 60 61 62 63 64 65 66 6] � 69 �o ]1 ]2 ]3 ]4 ]5 76 77 78 79 80 81 82 83 sa 85 86 B] 88 89 9� 91 PART1-PROIECTAItEASiiANDFO h106ItIZATION TRAFFICCOlJTftOL UPLIFlING REMOVE BRUMINOUS STREE! HEMOVE BRUMI1dOU5 DRNEWAY OP TFN� ftENAVE CONOIETE DflNEWAY PAVEMENT PEMOVE UTCH BASIN OR MPNHOLE REMOVE STOflM SEWEft %PE REMOVE FWIED END SECIION REMOVESIGN ftEMOVEOAftIfPDE SAWING CONCREfE �RNEWAV PAVEMEM�FULL �EPrH) SAWING BfNMINOUS �ftNRVAY ORTPPIL PAVEMENT (fULL OEP�N� S4\NN6 BfNMIN0U5 STREET PAVEMENT (FULL DEPTH) REPAOVE AND REPLACE CONCftETE CURB AND GURER (HIGH EARIY� PftEMIUMTOP501L80RROW (LVjMODIFiEO IXCAVATIONSPEML SqDLOADEft STREE! SIVEEPEft �VITH VICKUP BROOM) FlNISHGMDING AGGREGATE BASE CIASS 5 BRUMINW S PMTERIAL FOfl TACK COAT TYPE SP 95 UPPERIYFAWNG COURSE MIXNPE (3,Q SPECIAL NPE SP 9.5 LO\YEft WfARiNG COURSE MIXRIRE (3,C) PATCH BfiUMINWS DPNR4AV ORTRAIL 12° RGG 5lORM SftNER CIlSS 5 24" RCP STOPA9 SEWER CIASS 3 CONNECT70IXISTING STORM SEWER STRUCR1ftE CONNERTO IXISTING STORM SEWEft PIPE Yr3' STOPA95EWERCB, INCL R3067-VB CSf6 AND H�PEA01 PINGS 5' �L1 SfORA95EWEP MH, INCL R-16928 CSl6 AN� HOPE MI RIfIGS 6' OIASlORh15E\VER MN, INCI R-16428 CSTG MID HDPEA01 RINCS IS" RCP FIARE� EN� SECfION INQTRASH GUPRD PAN WM flIP ftAP CL3 AD01' SECIWN, 27(3' StOPM SfftUCNftE ADD 1' SERION, 4' �IASTOftM STRUCNRE AD� 1' SECIION, 5' OIASTOflM STRUCNRE 11NE4' DIA STOftM STRURURE LINE 6' DIASTORM STRUCfURE PATCHOOGHOUSE-STORhiSfRURURE PATCH IPNEftT-STOflM STftURURE PATCH�yplL�y7pppq57RUCTURE REMOVE EXISfiNG SffP, P➢� NEV! SiEP REVLACE EXISTING MH tJD WITH NR4 R-16028 STORM SEINER LID A�IUSf G1TCH BASIN CASiiNG, INCL NDPE A01 RINGS ADIUSf CATCH BASIN C0.SlING, INCL NRY Rd06]-VB CSTG PfiD N�PE A�l flINGS AD1USf CATCH BASIN CASTING, RdCt NEtY Rd06]-V CSfG pN� HOPE ADl RINGS ADIUSf STOftM SEl4ER MANHOIE [ASTIN6, IIKL N�PE MI PINGS ADD 1' SERION, 4' DIA SANRARYSlRVCNRE M015' SECTION, 4'OIASPNITARY STRURURE AD02'SERION,4' W SANRAAYSTRUCiURE flEA40VE AN� REPIACE 4' �IA MH SECiION -SNNRAftVSTUCR/ftE PATCN WGHOUSE-SANRARYSfRVCNRE PATGH C07dE SECTON -SANRARY STAUCTURE GftOU�LIFf NOLES-SANfTMYSTRUCRIRE A00 STEP -SAfdiTPRY STRUCRIRE 4' CIPP, 8° VCPSANITARYSEWER 4' UPP,12° RCP SANRARYSEWER RECOWNNECTSEftVICE (Ril1NE) SEAL4' �IA hW�HOlEJ01td�-SPllITAPY ARUCRIRE CHEMICAIGROUT REP(ACE E%ISTING MH LI� WTIH HEW ft-16928 SPNRART SENiER ll� AD1USf SANRARY SEVIER MANHOLECASTING, INCL H�PE A�l RINCS A�IUSf SANRARY SEY/Eft A9ANHOLECASTING, IfdCL NE\V R-SW 2B USTING ANp H�PEADI RINGS A�IUS! VALVE BOX INCI NEW TOP SERION REPIACE VALVE BO%EXrEN510N ADIUST WATER hW�HOtE f15TING REPIACE VALVE BOLTS AND VALVE 60% HEMOVE AND REPlACEB" GATE VALVEAN� BO% E(IEND HYOflPffT 9PRREL HV�PAPfT RECON�ITIONING ANO PAINTIN6 CONCRETEHYORAHTACCESSPAD 6° COflOtETE �RNEINAV PAVEMENT (flESI�EHTIPl) (HIGH EARLY) T CONCPETE VPllEY GUITER (H�GH FARLV) TRUN[4TED �OMFS PE�ESfftiAN Nft8 ftAMP HAN�HOIf SEftVKECABiNEf EQUIPMENT PAO UNDER6ROUN� lYiftE 1 COfdD N04 UNDER6ROUN�\NREICONDN06 UNDERGftOUND WIftE 1 COND N� 10 GftOUND I5�°NON-ME(P1IC CONWIT SIGN PANEIS,TYPE C PEflA9ifdAttT BPAflICAOE REPIACE E%ISTING STflEET NAME BIA�E SIGf1 POSf SALVAGE AtdD RNNSTALL SIGN h10�Pf�ED ON BARRICADE STOflM DR41N INIET PROTECiIOf! PER STAN�AR� pEfAIL Eft0-9 \VATER FORNRF ESTABlISHMEPfr HYDPAULIC SOIL STA&IIZER TYPE 5 1° BtOWN Ili COMPOST, SEED, FERTIIIZER MIXiURE TOTAL PAHT 3- YROIECT AREAS f 1 AND F4 BASE BID: TOTAL PART I-PROJE[TAflEAS FS ANO F4 TOTAL BASE BID BI�ALTENNA7E1-SOUTHPOINTPAVEMENTHEPAIRS 1 M09iti]ATION 2 TRAFFICCONTROL 3 MILLBRUMINOUSPAVEA9EId�,3.S(NLLIVIDTH) 4 REPAOVEBfiUMIN0US5TREEf 5 REMOVECONOIETEPAVEMEPR 6 SIWINGBINMItlOU55TREE(PAVEMEIf��NLL�EPRI) 1 1 1 99,000 94U 100 3 62 1 42 2 I80 4p60 480 5,500 380 5 300 100 99.OW 6,2E0 5,000 1t,450 It.450 935 54 8 2 2 1 1 1 1 5 3 10 3 34 12 10 8 2 I I 45 2 1 40 3 1 I 14.5 30 3 4 7 1 1 1 2 10 1 145 4 66 21 1 9 2 3 60 1,500 100 2G0 16 66 15 7 3 200 1.000 I,IW 850 184.25 4 1 4 106 215 2650 2650 LUMPSIIM LUPAPSUM WMPSUM SQYD SQVD S4VD EAGH LIH Fr EACH EACH EACH ur+Fr lIN Ff uei Fr LIN Ff NY� EACH NOVR HOUR savo TON GALLON TON TON sqvo ur� Fr u�i Fr EACH EACN EACH EACH EACH EACH CUYD EALH EACH EPIH fIN Ff ur� Fr EACH EAfH FACH E4LH EACH EACH FACH FACH EACH EACH EACH EACH fIN FT EACH EPLH FACN EACH EACH EACH EACH EACH GAILON EPLH FACH FACH EACH L1N R EKH EACH EACH LIN FT EACH 54FT S121D 5(11D S(1FT Sq FT EACH FACH EACH tIN Ff lIN FT lIN Ff uw Fr SqFT EACH EACH EACH EACH M GALLON 3t1Y0 5410 LUMPSUM LUMPSUM SQY� Sp�D 5(11D ura �r i VALLEY PAVING, INC. z HARDRIVES, INC. ROGERS.MN REA90VE AND REVLACE CONCRElE CURB AfdO GUREft (HIGH FARLY) PftEMIUM TOPSOIL 60RROW �LV) MODIFIED BfNA91NOU5lMTERIAL FOR TFCK COAT iVPESP 17.5 UPPER WEARINGCOU0.5EA1IXNftE�3,E� PATCN BITUA9111WS STREEf ADIUSlSfOftM SEWEft MMIHOLE USTING, INCL H�PE ADI RINGS MIUSTSMIflMYSEWEft M/JlHOLE ClSTING, INCt HOPE A�) NINGS ADIUST VAIVE BO%, RdCt NEW TOP SERION COtiCRETE HYDRANi ACCESS PAD \NATER W R TURF FSTABlISHMENT HYDRAVLICSOILSTA&IRERTYPES 1° BIOWN IN COMPOST, SEED, FEftPtIZER MIXiUftE TOTALBIDAITERNAIEl-SWTHPOINTPAVEMFNTREPAIRS BIO Al7EftNATE 2- PAVEMENT W INT PEPAIflS 1 MOBIIiZATION 2 TAAFFICCOfRROL(NIGtf�OPEPATIONS) 3 BITUlAIMOUSPATCNINGAND101MREPAIft TOTAL BID ALTENNATE 2-PAVEMENT101tR REPAIPS BID AITERNATE 3 F. POINTDOUG VS RD. REClM1Al10N I M081LIZqTiON 2 TPAFiICCONTROL 3 RECWMPAVEMEld�FUtLDEP7H 4 SHAPINGp1dDGRA0INGAECWPAE�A1ATfR1At 5 lVPESP 12.5 NON WEAPING COU0.5E MIXNftE (3,E} 6 iVPE5P125UPPERWEARINGC0Uft5EA90.TUftE�3,E) 7 &TUPAINWShtATEftIP1FORTAIXCOAT 8 4°�OUBLESOl10L1NEYELL0V0-EPDXY 9 4"SOLIOLINEWHRE-EPO%Y 10 24°SOIJOIINEVJHITE-EPO%Y TOiAL BID ALIEPNATE 3- E. POINTDOUG VS R�. RECLAMA710N 20 LINFT 5 CUYD 32 GFLtON 63 TON 200 SQY[1 1 EACH 2 EACH 3 EACH 25 SQiT 5 M GALLON 10 SQYO 10 SQY[1 3 EACH 3 EACH szs saro I 1 2940 3422 390 300 200 ilOD ]200 16 LUMP SUM WMPSIIM Sq1� S4Y0 TON TON GALL01i ur� Fr LIN Ff LIN FT TOTALBASEBID TOTAL HID ALTERNA7E I-5 WTHPOINTPAVEMENTREPAIRS 70TAL BID ALTENNAiE 2-PAYEMENT1oIM REPAIRS TOTAL BI� ALTENNATE 3-E. POINT Wl/G V3 RD. NECLAMATION TOTAL BASE BI�+ALTEqNATESI, 2, 8 3: RESOLUTION NO. 2014-XXX RESOLUTION AWARDING THE BID FOR THE 2014 PAVEMENT MANAGEMENT UTILITY AND STREET IMPROVEMENTS TO VALLEY PAVING, INC. IN THE AMOUNT OF $2,511,649.48 WHEREAS, plans and specifications for the 2014 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 three alternatives as part of the bid package for the project. Alternative #1 is to remove and replace settled sections of pavement on East Point Douglas Road from Hardwood Avenue to the cul-de-sac near White Pines Senior Living. Alternative #2 is for repairs to the intersection of 80th Street and East Point Douglas Road/Hardwood Avenue including a full depth milling and repaving of failed joints. Alternative #3 is to repave East Point Douglas Road from County Road 19 west to where the 2013 reconstruction ended near Walmart; and WHEREAS, two firms submitted bids; and WHEREAS, it appears that Valley Paving, Inc. is the lowest responsible bid; and WHEREAS, it is the recommendation of the City Engineer that the bid be awarded to Valley Paving, Inc. in the amount of $2,511,649.48, which includes Alternatives #1, #2, and #3. NOW THEREFORE BE IT RESOLVED, the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, the bid for the 2014 Pavement Management Project Utility and Street Improvements Project is awarded to Valley Paving, Inc. in the amount of $2,511,649.48. Passed this 7th day of May 2014. Myron Bailey, Mayor Attest: Caron M. Stransky, City Clerk