The URL can be used to link to this page

ITEM 5.1B Irrigation of soccer fieldsTY OF Ot C1 ego MINNESOTA DEPARTMENT INFORMATION Request for City Council Action ORIGINATING DEPARTMENT, REQUESTOR- MEETING DATE: Public Works Ron Wagner,, City Engineer July 8, 2013 PRESENTER(s), REVIEWED BY: ITEM #' Ron Wagner,, City Engineer Lori Johnson, City Administrator .1B AGENDA ITEM DETAILS RECOMMENDATION, Staff recommends Approval of Quote for Clay Lining of Pond for Water Supply of Irrigation of Soccer Fields. ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED? No No BAC KG RO U N DIJ USTI F I CAT 10 N, The Soccer Fields require a water supply system that exceeds both the maximum volume and maximum pressure the existing well at the Public Works Building can supply. Therefore, we are utilizing a booster station to supply the higher volume and pressure. The supply of water will be from the existing pond behind Public Works. This pond will be filled by the existing well over longer period of time at lower volume rate and lower pressure rate. In order to store the water and keep it from infiltration into the porous insitusolls we need to line the pond with an imperious clay liner. The clay liner will line the pond from th e botto m, up to an elevation of 9 10 and provide ample wate r supply for irrigation purposes. The low quote received is $18,701.05 from Fehn Companies. Our cost estimate from the Soccer Field comprehensive project cost memo dated March 14, 2013 was $15,000,00. Although slightly higher than our estimate other parts of the project have been under, therefore, the entire project remains within budget. SUPPORTING OOCUMENTS: X ATTAC H E D NONE Quote from Fehr Companies, Plans and Specifications for Irrigation Pond Clay Lining for the Soccer Field Grading Project Motion: Motion to Approve the Low Quote of $18,701.05 from Fehn Companies for clay lining the irrigation pond for the Soccer Fields Project. BUDGET INFORMATION FUNDING: 'BUDGETED: x YE 208 Community Facilities D NO TRSA ACTION l TAKEN c) APPROVED AS REQUESTED COMMENTS: ❑ DENIED ❑ TABLED r3 OTHER (List changes) QUOTATION FORM d To, City of Otsego I I Project: Otsego Soccer Fields -- Irrigation Pond Clay Liner Proposal of: 17(3 C-6 (hereinafter called the "Bidder"), organized and existing Linder the laws of the State of and doing business as L��` The Bidder hereby proposes to perforin all work for the construction of the above referenced Project in accordance with the attached Construction Plans and Contract Documents. Work will be awarded on July 8, 2013. All work shall be completed by August 9, 2013. All labor, material, equipment and other expenses required to complete this project as shown on the Construction Plans shall be considered incidental unless otherwise noted and provided for below. Bidder agrees to perform all the work described in the Construction Plans and Contract Documents for the following unit prices and/or lump sums, which include sales tax and other applicable taxes and fees. ITEM ESTIMATED . Spec. ITEM DESCRIPTION QUANTITY UNIT PRICE EXTENSION 1 2105.535 Strip and Stockpile Material (P) 605 CY C),C6 CY 2 2105.xxx Furnish and Install Clay Liner (P) 605 CY CY 10prUp $I'D 3 1 2502.521 11211 PVC Pipe (SDR 35) 10 LF -CrD LF 1 11 50600 rotai Quotation Attest: Address 1-7 Date' �C�� -��L � � r k) QF -1 OTSEGO 80CK- FH F8[�LD8 IRRIGATION POND --, CLAY LIfvFH PROJEC-1 "; LOCATION Civll Engineers and Land Surveyors 3601 Thurston Ave., Anoka, MInnesofa 55303 763-427-5860 FAX 763-427-0520 =3 z rFOTSEGO PUBLI WORK eUILoIN� 1�� 2000 10DO .20m SCALE 1 4 Pi FEES %-#* I I i %-## I %-f 1 %- " WRIGHT COU NT Y. MINNESOTA SHEET.- 1- OF --3 SHEETS I OT720-2013 SEE DEP AILS FOR PIPE Ali CLAY LE T R X AROUN PIPE AA .E 12" THICK CLA� -1 -ti FIR (16,142 SIT) UV TO 910 Ha nson Anderson OTSEGO SOCCER FIELDS IRRIGATION POND S HE 2 ET CONTOUk Civil Engineers and gond Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 CITY PROJECT 13-05 CLAY LINER 763-427-5860 FAX 763-427-0520 www.hao—inc.com I I CITY OF OTSEGO, MINNESOTA SHEETS S 0 CK PI LE CONt 1 N-10 N EICAVATION AND x T p 11, IN TERATE PILES PUMP, ONVINWATER ISTD PO � 1 � STRIP-tAND STP �,NSTOCK PI E T01 12" MATERIAL BEL�/ THE 9� CONTOUR (16,142 SF). x P! d PROTECT EXISTINx RIP -RAP. DO NOT DISTURB -7 -7 PUBLIC WORKS ULII ING//, 60 a 30 60 CrAl C 10) Fr -97r Jul 01J2013 - SOCCER F-iEL!DS-PHASE2-4-DA-d.g a L/ ZU-2u 1 .5 Ha nson Anderson OTSEGO SOCCER FIELDS IRRIGATION POND S HE 2 ET Civil Engineers and gond Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 CITY PROJECT 13-05 CLAY LINER 763-427-5860 FAX 763-427-0520 www.hao—inc.com I I CITY OF OTSEGO, MINNESOTA SHEETS a L/ ZU-2u 1 .5 914 �- . . . . . I I I ... ....... 912 0, WORKING RANGE 910 WATER PIPE TO ... .... ... BETWEEN 907 AND 910 SOCCER 'FIELDS ,.. ..... ....... . ... 'CONTOURS- - - ......... ........... SLOPE DOWNHILL FOR DRAINAGE BY OTHERS) 1908 — ..... I-- . 90,3 BOO-STER'PUMP ....... .... I ......... ..... .............. .... .... STATION BY OTHERS) 6 12 1:11111rc SDR 35 p[p]E @ (13Y ZY9 U 1 OTHERS) 904- ...... I.—I ....... 0 10 LF 12" PVC SDR 35 J POND BOTTOM APPROX. 903 INV. ELEV = 904 AT MINIMUM A 10' STUB THRU CLAY LINER SHALL BE PLACED BY CLAY LINER CONTRACTOR WATER VOLUME REQUIRED Assume: desire 1.5rof viater per week over the entire Soccer Field area wat e r 3 times p er week Q. e. 0.5" per water ng) Area to be Irrigated = 392.000 Sq.Ft. x 1.5 inches( week 49,000 Cu.Ft. x 7,491 gal/Cu.Ft. 366,569 gallons/week at 3 ac's per %yeek = 18,333 Cu. Ft. per watering 122,190 gallons per watering WATER VOLUME IN POND Assume, Pond bottom at 9G4 Contour Elevation Contour Area (S q. F t.) Depth (R) Incremental Volume Aw. End (Cu.Ft.) Curnulathe Volume Ave. End (Cu,Ft,) 9N 21 B4.07 NIA WA 0 905 5032.93 1 3W8.5 3608.5 9DO 7317.7 1 6175,31 978181 907 9352.32 1 8335.01 18118,82 908 114G4.11 1 10378,22 28497,04 909 13639.98 1 12522.05 41019,09 910 16142.94 1 14891.46 55910.55.� 911 18859,01 1 17500.97 73411,52 912 22037.99 1 2G446.5 93860,02 WorkIgn Range behveen the 907 and 910 contours 37,792 Cu.Ft. of water or 282,720 Gallons of water wyl 01, 2�jQ — 11.41orm SOCCER RELDS Pk4ASE2-4-BAd.-:P 5 PIPE CLAY LINER SOIL SURGRADE--' PIPE PENETRA110H SEALING DETAIL 1. WPUP PIPE WITH LAYER OF CLAY 24" THICK, 8' BACK. 2. PIPE SHALL PROTRUDE THROUGH THE CLAY LINER AND INTO THE POND APPROXIMATLEY 24', OT720-2013 . Hakanson Anderson OTSE GO SOCCER FIELDS IRRIGATION POND SHEET 3 1167 Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 CITY PROJECT 13-05 CLAY LINER DETAILSI OF 763-427-5860 FAX 763-427-0520 www.hau –inc.coni CITY OF OTSEGO, MINNESOTA 3 SHEETS OT720-2013 INFORMATION FOR BIDDERS PROJECT DESCRIPTION The work consist of removal of the top 12" of existing material below the 910 contour, preparation of the clay liner foundation, and installation of a 12" thick clay liner in the pond to the NE of the City of tsego's Public Works Building. A 10' long 12" PVC pipe will be stubbed through and the clay liner sealed around the pipe into the pond in accordance with the Construction Plans and Contract Documents. PROJECT SCHEDULE Commencement: Contract will be awarded at the July 8, 2013 Council Meeting. Final Completion: All work shall be completed by August 9, 2013. Sealed Quotes for the Construction of the Otsego Soccer Fields — Irrigation Pond Clay Liner as shown on the attached Construction Plans, will be received by the City of Otsego, MN. Quotes will be accepted until 4:00 p.m. July 3, 2013, at the office of the City Clerk. Faxed, mailed or emailed Quotes will be accepted. Fax: 763-441-9163 Email: ronw@haa-inc.com Address: City of Otsego 13400 90th Street Otsego, MN 55330 All Quotes must be on the required Quote Form. All blank spaces for quote prices must be filled in, in ink or typewritten. The Quote Form must be fully completed and executed when submitted. The Owner may waive any informalities or minor defects or reject any and all Quotes. Any Quote may be withdrawn prior to the above scheduled time for the opening of Quotes or authorized postponement thereof. Any Quote received after the time and date specified shall not be considered. No Bidder may withdraw their Quote for a period of thirty (30) days after the date of opening. Should there be reasons why the contract cannot be awarded within the specified period, the time may be extended by mutual agreement between the Owner and the Bidder. Bidders must satisfy themselves of the accuracy of the estimated quantities on the Construction Plans by examination of the site and review of the drawings and specifications, including Addenda. After Quotes have been submitted, the Bidder shall not assert that there was a misunderstanding concerning the quantities of work or of the nature of the work to be done. The Owner shall provide to Bidders prior to bidding, all information which is pertinent to, 113 - 1 00200 and delineates and describes, the land owned and rights-of-way acquired or to be acquired. The C o n tract docu me n ts contain the provisions required for the construction of the project. Information obtained from an office-, r, agent, or e rn p loyee of the Owner or any other person shall not affect the risks or obligations assumed by the Contractor or relieve him/her from fulfilling any of the conditions on the contract. No bid bond, payment bonds, or performance bonds are required for quotes less than $75,000. A conditional or qualified Quote will not be accepted. Award will be made to the lowest responsible Bidder. All applicable laws, ordinances, and the rules and regulations of all authorities having jurisdiction over construction of the project shall apply to the contract throughout. Each Bidder is responsible for inspecting the site and for reading and being thoroughly familiar with the contract documents. The failure or omission of any Bidder to do any of the foregoing shall in no way relieve any Bidder form any obligation in respect to his/her Quote. The Project Engineer is Hal anson Anderson, 3601 Thurston Avenue, Anoka, Minnesota 55303, telephone (763) 427-5860, fax (763) 427-0520. IB -2 00200