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HomeMy WebLinkAboutRESOLUTION NO. 2014-55 RESOLUTION NO. 2014- RESOLUTION APPROVING CHANGE ORDER#5 FOR THE FAIRFAX TRAIL PROJECT ALONG EAST SIDE OF UNNAMED TRIBUTARY TO PRAIRIE CREEK, IDOT PROJECT NUMBER STP-E-2462(601)FROM TAYLOR CONSTRUCTION,INC. WHEREAS, the City Council of Fairfax, Iowa has contracted with Taylor Construction, Inc. for the Fairfax Trail along East Side of Unnamed Tributary to Prairie Creek between East Cemetery Road and Front Street in the City of Fairfax; and WHEREAS, 1-1all. and Hall Engineers, Inc,, has recommended approval of Change Order No. 5 from Taylor Construction, Inc. The current contract amount is $792,429.40. This Change Order No. 5 is an addition to the contract amount of $7,699,60, making the new contract amount $800,128.00 as described below: GENERAL DESCRIPTION OF CHANGE ORDER: On the approved plans, from Sta 13+00 and north, the side slopes on the embankments for the bridge approaches (north and south sides) we're steeper than the 4:1 slopes as specified on the cross section detail on plan sheet B.1. The Excavation, Class 10 Roadway& Borrow quantity and the Compaction,with Moisture&Density Control quantity, which were measured from.the plan,cross sections, are inaccurate. CHANGES IN SCHEDULE: None. CHANGES IN CONTRACT AMOUNT: Change No. 7006 0020: 2102-2710070 Excavation, Class 10,Roadway & Borrow 5,878.60 Change No. 7007 0070: 2107-0875000 Compaction with Moisture &Density Control 1,820.00 TOTAL: $7,698.60 Contract Amount Prior to Change Order No. 5: $792,429.40 Total Change in Contract Amount with Change Order No. 5: +7,698.60 Contract Amount after Change Order No. 5: $800,128.00 NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Fairfax, Iowa, to approve Change Order No. 5 from Taylor Construction, Inc. for the Fairfax Trail along East Side of Unnamed Tributary to Prairie Creek between East Cemetery Road and Front Street in the City of Fairfax. BE IT FURTHER RES()INED, by the Fairfax City Council of the City of Fairfax, Iowa, that the Mayon: and City Clerk/Treasurer are hereby authorized and directed to execute said resolution. Passed and approved this 3''°day of May, 2014. AYES: Beer,Frieden, Magers, and Wainwright NAYS: Otto Fr Jason Rahe, Mayor fY ATTEST: ,,4.e9ao9/ll..w ���ee C"y thia Stimson, dity Clerk Treasurer a.% 61� ' 0 �` I Forum 830240wd 7100 Iowa Department of Transportation Nott- Change Order Part Past Non-Substantlal: ❑ No. 5 Substantias. ❑ Oncurrence a'e Contract Accounting ID No.; 31155 County Linn Project No: _STP-12,2462(601)—$V-57 Kind of Work: 'Grail and Pedestrian Btid e hate Prepared: April 22,2014_ Contractor: g for Construction,Inc. _ You are hereby authorized to make the following changes to the contract documents. A.Description of change to be made or extra work to be done: On the approved plans,from Sta 13+00 and north,the side slopes on the embankments for the bridge approaches(north and south sides) we're steeper than the 4:1 slopes as specified on the cross section detail on plan sheet B.I. There is no change in working days due to this change order. B—Reason for change or extra work: The Excavation,Class 10,Roadway&Borrow quantity and the Compaction with Moisture&➢density Control quantity,which wort. measured from the plata cross sections,are inaccurate. i (Continued on reverse side) r"— Projea— District Approved Construction Engineer 7afe Engineae Date [receipt is acknowledged of this change or extra work and terms of settlement are hereby agreed to. hpproved contingent upon funds being available under the existing Taylor Construction,Inc. aroject agreement or upon additional Federal-atd funds being Contractor nade avallahle by a modified project agreement. �— By Date Forthe Division Data Federal Highway Adm nl sptrtation Approved t r 'Mayor, City of Fairfax, Iowa ate DISTRIBUTION:RIBUTION: Protect Engineer—Forward origlnat to District. Dis ick—Nonsubstantial—ForwraidorVnadandonecopytotl7CC7i eofConstruction and two ooplesback(adie Project Fngn r, -Substantial -Forward original and two copies to the Offloe of Constnaction. Accounting ID Na. 13 I I 1 5,5 C-1 —Settlement for cost of work to be made as follows: Change Order No. 5 7006 Contract Unit Price.of$6.46/CY X 910.000 CY=$5,878-60 71007 Contract Unit Frjoe of$2,00/Cy X 910.00()Cy=$1,820.00 C-2—Justification for cost(s) Corrected quantity of oxistirib bid items at the same Unit Price.,as bid. If GrraditA��A D— ITEMS INCLUDED IN CONTRACT Add"CR" Cha nge7 Line Item Number Unit Price AM Quantity XXX Amount Ax No, 0020: 2102-2710070 Excavation,Class 10,Roadway& 7006 Borrow S6-46/CY 910.000 CY $5,879M 0070: 2107-087 000 Compaction with Moisture&Density 7007 Control $2.001CY_ 910,000 CY $1.,820.00 7 7 7 7 7 TOTAL $7,698,60 If Credit, �E— ITEMS NOT INCLUDED IN CONTRACT Add TR" Change Function Unit Price Quantity Amountt No, item Description Item Number Code 'Xxx 'Xxx Xx --------- -—------------- ............ fS 8 8 Li TOTAL ADJUSTED QUANTITIES BID ITEM C.O. 1 C,Q. 5 REVISED ITEM NO. / DESCRIPTIQN IN N . ONTY/UNIT QNTY/UNIT QNTYLl1NIT ITEM QNTY 2102-2 71 0070 EXCAVATION, 0020 3,390.000 CY 150.000 CY 910.000 CY 4,450.000 CY CLASS 10, ROADWAY & SORROW 2107-0875000 COMPACTION 0070 2,880.000 CY 154.000 CY 910.000 CY 3,940.000 CY WITH MOISTURE & DENSITY CONTROL 13+91.64 760 760 756 - - - 28 _...... 752-- y(>o 752 748' ---- ---- _i_ _.__._............ ------- - - __. ...... - -_'.. _ 48 f_ 744 - - - -- --- - - = -_ ----...._ 744 74060 _40 20 0 --- - 2a - - 40 - ._.__. fi040 20 13+7s.ao760; 760 0 10 20 _ -- -- X55.50 - I"=20' HORIZONTAL 756! - - -. ;756 tp 752 i 00X-- 1 752 748------- -',. --.--- ------ --------- -- - �_-___ --.- ----- ... !748 744,.---.._ 744 '„=20' VERTICAL 740`__.-._......... -_-_.--------- - ____-_ ______-- _- -_--.�_-. 60 -40 -20 0 20 40 60 40 13+50,00 760 - --- - - ------- 760 _. 7-55.05 16+75.00 756: -- - - -- 756 760: ---- -- 5 -- .... . r 760 X7368 _ 752 `Z5 00z - - 752 756S. 756 -- - 748 i...... 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'', --- ----_ ..----_ _.--748 74$: ''. __ ------ - -- ___._ ._....... -- ---- ------ -;748 J 744 ............. ----s._.- ..._._..__... ................. .... ...... .........._... _...._.._. ._........... — .... ......._ .... -.---- 44 744. ...._..-- ----- -.....--- _...-.._ .......... -__ ..... .---...._ ...._. 744 7 60 -40 2a 0 2 0 6 -- ..._.. . 7401 ....__.._ ........ .._.._. 0 4. -10740 74060 -40 20 0 2 .- _. - - 0 40 60 40 1-3+00.0016+26-02 760 -- - - - 760 760, -- 60 ...._ _.... ..- ._._. 754.11 7561 - 5 --- - .. 0 756 756! --... - - - 756 752, Z 25-0 ¢..... .__ - 752 752 Zg� - -1S Z - 752 748 .. ---- —....- —.....-.._ _.— -_... y ...... --- - -__ -- ---- --- - -- _ -- -� 48 74 .. .. ... .... ._.._.__ ._...... .._-- .--.. ...__ _ ___.. _ --_ _.. 748 _..._.__.... ........... ...... _............ _ _.._...._........... .... _ _. - __ - 744 ....... --- ---- - --- -- -- --. -�. ._.. 744 744 ........ ....._ €�"'....-- - ---- ...--- ---. _..... — -__- ... ....... . 744 74060 _40 _.__..... _.20 _ 0 __........ 20 QO - fi040 740fi0 ........ _- a ....... -- - _20.__ -� - 20--- -- 40 ... .. fi0740 CHANGE ORDER N0. 5 (EXHIBIT); SOUTH END TRAIL — CROSS SECTIONS DATE: APRIL 22, 2014 DESIGN BY: HALL AND HALL ENGINEERS, INC. ENGLISH CITY OF FAIRFAX LINN COUNTY PROJECT NUMBER STP-E-2462(601)--8V-57 SCALE: 1"=20' HORIZONTAL AND VERTICAL SHEET NUMBER EXHBT