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Home My WebLink About2016-07-06 PACKET 07.G. Cottage J Grove ��er� Pride and Qro�P�rity Me�t Clt�/ COUI'1CII CONSENTAGENDA Acfion Request Form �'G' Meeting Date 7/6/2016 Department Community Development Title of Request Quote Award - 80th Street & East Point Douglas Road Left Turn Lanes Staff Recommendation Adopt Resolution 2016-118 awarding the quote for the 80th Street South/East Point Douglas Road - Left Turn Lane Extensions Project to Hardrives, Inc. ATTACH MENTS: Description Type Upload Date Letter from Bolton & Menk Cover Memo 7/1/2016 Quote Plan Sheets Exhibit 7/1/2016 Resolution Resolution 7/1/2016 • = BOLTON 8� M � N K , I NC� . 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 June 30, 2016 Honorable Mayor and City Council City of Cottage Grove 12800 Ravine Parkway South Cottage Grove, MN 55016 Re: Quote Results 80th Street South/East Point Douglas Road—Left Turn Lane Extensions Dear Honorable Mayor and City Council: At times,the 80t"Street eastbound and westbound left turn lanes at East Point Douglas Road/Hardwood Avenue provide inadequate stacking, resulting in unacceptable service levels. As redevelopment in the area occurs service levels will continue to decline, particularly the westbound left. In an effort to mitigate these concerns, it's proposed to lengthen the existing left turn lanes by removing portions of the existing median. Completing the work this year will ensure the improvements are in place prior to the expected increases in traffic. Quotes for the 80th Street South/East Point Douglas Road Left Turn Lane Extension Project were opened on Thursday,June 30, 2016. Quotes were sent out to four (4) contractors, and two (2) quotes were received which ranged from$89,701.75 to $130,574.25. A Quote Tabulation has been included. Copies will also be distributed to each Bidder after award by the City. The following is a summary of the Quotes received: Contractor Total Base Bid Hardrives, Inc. $89,701.75 Park Construction $130,574.25 The low Bidder on the Project was Hardrives, Inc. with a Total Base Bid Amount of$89,701.75. This compares to the Engineer's Estimate of$95,000. If the City Council decides to award the Project to the low bidder, then Hardrives, Inc.should be awarded the Project on the Total Base Bid Amount of$89,701.75. If you have any questions, please feel free to contact me at 651-968-7674. Sincerely, BOLTON & MENK, INC. �� Michael Boex, P.E. Senior Project Manager Enclosure DESIGNING FOR A BETTER TOMORROW Bolton&Menk is an equal opportunity employer ABSTRACT OF QUOTES 80th Street South/East Point Douglas Road-Left Turn Lane Extensions City of Cottage Grove,Minnesota BMI Project No.N14.112007 1 2 Hardrives,lnc. Park Construction ITEM APPROX. UNIT UNIT NO. BID ITEM QUAN. UNIT PRICE AMOUNT PRICE AMOUNT BASE BID: � MOBILIZATION 1 LS $7,500.00 $7,500.00 $17,500.00 $17,500.00 2 TRAFFIC CONTROL 1 LS $10,000.00 $10,000.00 $5,700.00 $5,700.00 3 REMOVE CONCRETE PAVEMENT 585 SY $13.85 $8,102.25 $22.00 $12,870.00 4 REMOVE BITUMINOUS PAVEMENT 115 SY $13.85 $1,592.75 $40.00 $4,600.00 5 REMOVE CONCRETE CURB AND GUTTER 520 LF $8.15 $4,238.00 $6.50 $3,380.00 6 SALVAGE AND REINSTALL SIGN 1 EA $125.00 $125.00 $112.00 $112.00 � CONCRETE CURB AND GUTTER 520 LF $28.90 $15 028.00 $28.00 $14 560.00 $ CONCRETE MEDIAN 335 SY $60.00 $20,100.00 $69.00 $23,115.00 9 PATCH BITUMINOUS PAVEMENT 365 SY $60.00 $21 900.00 $128.00 $46 720.00 10 SIGN,TYPE C 1 EA $325.00 $325.00 $395.00 $395.00 11 PAVEMENT MESSAGE,LT ARROW-EPDXY 2 EA $185.00 $370.00 $282.00 $564.00 12 4"SOLID WHITE LINE-EPDXY 255 LF $1.65 $420.75 $4.15 $1 058.25 TOTAL BASE BID: $89,701.75 $130,574.25 Contrador Name and Address:Hardrives,Inc. Park Construdion 14475 Quiram Dr. 1481 81st St NE Rogers,MN 55374 Minneapolis,MN 55432 Phone:7s3-a2a-aaas Phone:7s3-7asssoo Fax:7s�a2a-aasa Fax:7s3-7i 7-s23a Signed By:Mike Leuer Signed By:Charlie Borene Title:Gen.Mgr. Title:Div.Mgr. Addenda None Addenda None H:\COTT\N14112007\3_DesignW_Calculations\Quotes\112007-Quote Abstrad.xls Page 1 � 0 � ��_.��, .� � � a�� - - ��. .,� � �1 ��i� �. ` j � ' -` o.'' �;�w ,.s.k� � • ;-7 �'� K ;� - — .�� ,P��;.Q 1 ' 1 ":� i-ry^,�'"_. > ..r � + �g�a i.i.-: w - -• ---- --��' . � �• � � ,a , 4, Q ,,�, '� _a�� ,� � � � � �•� � e,� � =��= - `> ut '� • P . ' . _ OO H _ -�j� ,� - ,�,. ' �-- � '� ':� � r)i � �: �:: _ . . �� 1�1�1 �� 1 �� Y �p• -(: i i L � �si — �T �� -• �, . �I' ' ..!'� �'� • x�. � �� A� Z .--� ��•,��. I a • • ��Y `t j i�� _ �, . . . �y 1 '� ,�i � _ _ . � - . - - - - . . ��.�.��; �,��a _ � � � ; • . � . . ,-� � ��' � � �� -=�___ . : �.�.... ,. , „ ' � - �-n ��. ..� -------------- f - �T ' � . . � ,. 1+'y" �� . '. , _ i 1� � '�� .� � 0 ^S _ � • . s , — � � � � "�.� � ;;:t_' � ' � . Y♦ � . . ' � � � a� � _ ' ' ' . . . . . . J . ��• . t �� 'l�R�� +�`�`i!' ��•��^� �a�` y�,` _ � �V— . . - � '.� . .;�' -� 0 �r;, ,�.� � �� REMOVE 345 SY CONCRETE PAVEMENT � PROTECT EXISTING CURB AND GUTTER� SAWCUT CONCRETE PAVEMENT(TYP) � - - - - - - .-f.1,/ . � 1'� .I • '- .': i ..I.�: :.J'. : •. � :! • �,�. a '11` .« . i : . .' ':t•'.��-.:♦ '�I�••I�.. • • ••' ; r � •Yi, ,. . .i.• '.. • .*:� .. .: •.�.:11 y ' . • . .i.jV ' • ': •• i . • •' � , . . �. . .. . ' . � . . . . '� .• ' ! �..,. . ' .. •� ' :•,! ' ,�. .• . . •• .• ';., ... �. • '.�'..��, �e . .}, .i�'� :,t•�: . • •+ t .�� 'm'' ��• - �� - .� s , ... •'.• � �t..... :.. � .. . •1! X��•'�'.� � ��____ . •,. �`•�- •. i•�• . • . �.. ' �..:. i . .a , � � — � + � , ' ,...' � • ___—___--�— —___—_ , — � — • �, ••��• �••�. �_ _— �__� �� TT ��_�� // REMOVE 65 SY ( SAWCUT BITUMINOUS PAVEMENT TYP J BITUMINOUS PAVEMENT ( ) REMOVE 290 LF CONCRETE NOTES: � CURB AND GUTTER 1. TRAFFIC CONTROL SHALL BE PROVIDED FOR ALL WORK PER THE MNDOT TEMPORARY TRAFFIC CONTROL FIELD MANUAL,2014. 2. HIGH EARLY CONCRETE SHALL BE USED FOR ALL CONCRETE WORK. p + + + 3. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXCE55 MATERIALS OFFSITE. iY OOIh SlCee l SO. 6. SAWCUTTING SHALL BE PERFORMED FULL-DEPTH(INCIDENTAL TO REMOVALS). ,.�� 7. PAYMENT FOR PATCH BITUMINOUS PAVEMENT SHALL INCLUDE EXCAVATION, � � ^�' CLA55 5 AGGREGATE BASE,BITUMINOUS TACK COAT, BITUMINOUS PAVEMENT . . .w-- � AND COMPACTION OF ALL MATERIALS. � _- . 8. PAYMENT FOR CONCRETE PAVEMENT SHALL INCLUDE EXCAVATION,CLA55 5 +-+ � '� ' _ ' AGGREGATE BASE,ANDCONCRETE PAVEMENT. � �� A, f� �� ' • `' • , � ti � i � � 9. EACH TURN LANE MAY BE COMPLETED INDIVIDUALLY OR CONCURRENTLY. ONCE 0 N � � �.� WORK ON A TURN LANE BEGINS,THE CONTRACTOR SHALL HAVE 8 CALENDAR � � � �'�ti�•� ,�`�, - � , �'" � DAYS TO COMPLETE WORK AT THAT LOCATION. SUBSTANTIAL COMPLETION FOR � L. � . � � � •' � BOTH TURN LANES SHALL BE ON OR BEFORE OCTOBER 15,2016. y � � .. ' -- . � t T ' � '� � � +�� O .,_ '� ' W � . _ - _ V 1 . - � rlf�-h `i� ' , •`- �`l��. �'�,� � O- - 1 ', .. .—� . � � � � 1 � r�j� � +�.'•� • t �� I�� < < + .,« INSETA:STREETPATCHING L � , _ , � �._ z �, . �r. _ .j fB � `� — . . . 2 Q � , — � �A INSTALL 210 SY CONCRETE ZT PAVEMENTPERINSETB 2"-SPWEB340B �!►� 2"-SPWEB340B �_ � 2"-SPN W B330B �� . + � ��,o- � 10"-CLA55 5 AGGREGATE BASE g . . .°. '.e �. ' .. ...e. ' . a . :.. . . ----_ 10:1TAPER ---------- N � - - � INSET B:CONCRETE MEDIAN t � PATCH 200 SY BITUMINOUS .ti INSTALL 290 LF B624 PAVEMENT PER INSET A CONCRETE CURB AND GUTTER LEFT TURN ARROW-EPDXY 120 LF 4"SOLID WHITE STRIPE-EPDXY gOth Street So. .:�,,,r, � ' � • � � - � ,, � •1 � � � � 4"-CONCRETEPAVEMENT-3F52 •� y �� A� Q� �� r � � ��`'� f 4" -CLA555 AGGREGATE BASE � � � 1 �� ''f• � .♦ � � - .%. -�'� � � .. : " _ +,. � k � ¢'� � � �.� �__ N . ['�� '�r W � •�. ° o zo ao �"��a"��`�"��"��"`w�'�°�"'��°"°��`°��w`�`��""�° �� CITY OF COTTAGE GROVE, MINNESOTA arMEOR�NOER�o�RE�s�PER��soNANor�,r��Ao��r��N�o g0 LTO N 8c M E N K 1 N C. nn's SHEEr PROFESSIONALENGINEER UNDERTHE WWSOFTHE S7ATE OFMINNESOTA. / HORZ. ,,, n� Consulting Engineers & Surveyors EWEo AK TURN LANE EXTENSIONS � SCALE FEET ��A�•- �� yvl/�`�+ 2035CountyRoadDEast,SuiteB-Maplewood,Minnesota ss�o9 M,B 80TH STREET&EAST POINT DOUGLAS ROAD csolmn&nnenk,inczois,nn2ighcs2eserved MICHAELJ.BOEX � Phone:651-704-9970 Email:Maplewood@bolton-menk.com vNo. H:��oTT�N14112oor�,o��3o�M,5�-Q�o�eP,a�Shee�.dwg6n4no169:1,:23AM aas�e 06/24/2016 www.bolton-menk.com EASTBOUND LEFTTURN LANE x � }- � � � _ �-�- � . � , � . � �►��-*�-�—�-�� . ' � �+1�,;;,, ,. . � t . _ _� s!� 0 . , _;�-, • �� - — � - . . . SAWCUT BITUMINOUS PAVEMENT(TYP) REMOVE 230 LF CONCRETE CURB AND GUTTER SAWCUT CONCRETE PAVEMENT(TYP) REMOVE 50 SY BITUMINOUS PAVEMENT � �~ --------�— � ------- ------�.-s� � .� ,� _----- —� I I ----- � .� : � •.. ,•.�,. .s• . . _�7 � � � �. -*�.�,. a� . .• ��.. . r-- .�.•s.l•.. . . tti'. i!.•. ;y. •:�t.,.. , :a.'• � 1 —=,rr• „i. � . • . �'� +�'Y� .. . . • . �• . 11' i . . . . . . •• •`,Ni _ ' • . r : '.� .�....• .:y �'• •. .. _ . •�L _ . . . `'J.'. . �' ,. � REMOVE 240 SY NOTES: CONCRETE PAVEMENT 1. TRAFFIC CONTROL SHALL BE PROVIDED FOR ALL WORK PER THE MNDOT TEMPORARY TRAFFIC CONTROL FIELD MANUAL,2014. PROTECT EXISTING 2. HIGH EARLY CONCRETE SHALL BE USED FOR ALL CONCRETE WORK. CURB AND GUTTER gOlh SlCeel SO. 3. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXCE55 MATERIALS OFFSITE. �= 6. SAWCUTTING SHALL BE PERFORMED FULL-DEPTH(INCIDENTAL TO REMOVALS). t i � 7. PAYMENT FOR PATCH BITUMINOUS PAVEMENT SHALL INCLUDE EXCAVATION, CLA555 AGGREGATE BASE,BITUMINOUS TACK COAT, BITUMINOUS PAVEMENT AND COMPACTION OF ALL MATERIALS. 8. PAYMENT FOR CONCRETE PAVEMENT SHALL INCLUDE EXCAVATION,CLA55 5 AGGREGATE BASE,AND CONCRETE PAVEMENT. 9. EACH TURN LANE MAY BE COMPLETED INDIVIDUALLY OR CONCURRENTLY. ONCE WORK ON A TURN LANE BEGINS,THE CONTRACTOR SHALL HAVE 8 CALENDAR DAYS TO COMPLETE WORK AT THAT LOCATION. SUBSTANTIAL COMPLETION FOR �i� � . rt ��y� � .,� BOTH TURN LANES SHALL BE ON OR BEFORE OCTOBER 15,2016. � .. 'l.�f ! . - i� , i � - �f� .� � � ' � � ' -� . . , � , r � . � INSETA:STREET PATCHING — � • •� - ' � �'` ' -` �" +.�.� ' 1� _ - �— . .. . �� . . ' � �aL -. ''�' " J� ' _ _ ��-] LEFT TURN ARROW-EPDXY INSTALL 175 LF B624 CONCRETE CURB AND GUTTER PATCH 165 SY BITUMINOUS TRANSITION FROM B624 TO B618 2"-SPWEB340B PAVEMENT PER INSET A CONCRETE CURB AND GUTTER 2"-SPWEB340B 135 LF 4"SOLID WHITE INSTALL 55 LF B618 2"-SPNWB330B STRIPE-EPDXY CONCRETE CURB AND GUTTER � ��- 10"-CLA55 5 AGGREGATE BASE � �:� ---------- .. . . .�A.. .•:;'..:`r.. . ... ., ' ,a: . _ . . , ��_ INSET B:CONCRETE MEDIAN INSTALL1255YCONCRETE�� ,e • '• PAVEMENT PER INSET B X D� ��r .,..n � =T 80th Street So. SALVAGE AND REINSTALL SIGN 4"-CONCRETEPAVEMENT-3F52 4" -CLASSSAGGREGATEBASE J ��. "i�� -� s� � i/� ♦� ' � - • _ ltri � -�l�-�'� -� - ti - �� , �- , r ?• �'. o zo ao �"��a"��`�"��"��"`w�'�°�"'��°"°��`°��w`�`��""�° �� CITY OF COTTAGE GROVE, MINNESOTA arMEOR�NOER�o�RE�s�PER��soNANor�,r��Ao��r��N�o g0 LTO N 8c M E N K 1 N C. nn's SHEEr PROFESSIONALENGINEER UNDERTHE WWSOFTHE S7ATE OFMINNESOTA. / HORZ. ,,, n� Consulting Engineers & Surveyors EWEo AK TURN LANE EXTENSIONS � SCALE FEET ��A�•- �� yvl/�`�+ 2035CountyRoadDEast,SuiteB-Maplewood,Minnesota ss�o9 M,B 80TH STREET&EAST POINT DOUGLAS ROAD csolmn&nnenk,inczois,nn2ighcs2eserved MICHAELJ.BOEX � Phone:651-704-9970 Email:Maplewood@bolton-menk.com vNo. H:��oTT�N14112oor�,o��3o�M,5�-Q�o�eP,a�Shee�.dwg6n4no169:1,:35AM aas�e 06/24/2016 www.bolton-menk.com WESTBOUND LEFTTURN LANE RESOLUTION NO. 2016-XXX RESOLUTION AWARDING THE 80TH STREET SOUTH/EAST POINT DOUGLAS ROAD — LEFT TURN LANE EXTENSIONS PROJECT TO HARDRIVES INC. IN THE AMOUNT OF $89,701.75 WHEREAS, quotes were requested to provide the necessary work for the 80th Street South/East Point Douglas Road — Left Turn Lane Extensions Project; and WHEREAS, two firms submitted quotes; and WHEREAS, it appears that Hardrives, Inc. provided the lowest accepted quote; and WHEREAS, it is the recommendation of the City Engineer that the quote be awarded to Hardrives, Inc. in the amount of $89,701.75. NOW THEREFORE BE IT RESOLVED, by the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, that the 80th Street South/East Point Douglas Road — Left Turn Lane Extensions Project be awarded to Hardrives, Inc. in the amount of $89,701.75. Passed this 6th day of July 2016. Myron Bailey, Mayor Attest: Joe Fischbach, City Clerk