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RESOLUTION NO. 2023-74
RESOLUTION NO. 2023-74 RESOLUTION TO APPROVE CHANGE ORDER NO. 1 FROM MIDWEST UNDERGROUND CONTRACTORS, INC. FOR THE 2023 WATER MAIN EXTENSION UNDER PRAIRIE CREEK PROJECT WHEREAS, the City Council of Fairfax, Iowa has contracted with Midwest Underground Contractors, Inc. for the 2023 Water Main Extension Under Prairie Creek project; and WHEREAS, Hall & Hall Engineers has recommended approval of Change Order No. 1 for directional drilling through 45 feet of high bedrock, with an additional cost of $15,750.00. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Fairfax, Iowa, to approve Change Order No. 1 from Midwest Underground Contractors, Inc. for an additional cost of $15,750.00, making the Contract Amount $213,155.70. BE IT FURTHER RESOLVED, by the Fairfax City Council of the City of Fairfax, Iowa, that the Mayor and City Clerk/Treasurer are hereby authorized and directed to execute said resolution. Passed and approved this 1 lth day of July, 2023. AYES: Nurre, Daly, Pacha, Volk, and Wainwright NAYS: None � �� ��. a�-�� �. Jo Ann Beer, Mayor ATTEST: 1 J� li.� ie �� {J„ :' � . � fif��� �� �/ %V� . C nthia Stimson, City Clerk/Treasurer -S ��� i., , A a �,, �... .,.. , `,a�`���� HALL & HALL ENGINEERS, INC. PROJECT: DATE: CONTRACTOR: ORIGINAL CONTRACT AMOUNT: CHANGE ORDER NO. 1 2023 Water Main Extension Under Prairie Creek July 3, 2023 Midwest Underground Contractors Inc. $ 197,405.70 CONTRACT COMPLETION DATE: August 18, 2023 ITEM #1: Rock Directional Drilling The depth of the bedrock on the south side of Prairie Creek was discovered to be shallower than what was measured in the geotechnical bedrock scan. The contractor had no choice but to drill the casing pipe through this stretch of bedrock, rather than raising the profile and drilling through the soils above. Raising the pipe above the bedrock would have resulted in unacceptable pipe cover. The length drilled through bedrock was 45 feet. The additional cost being requested for drilling through bedrock is $350 per foot, due to more wear and tear on the equipment and the additional time required. Thus, the total Change Order No. 1 amount being requested is an additional $15,750.00. Original Contract Amount: $197,405.70 C O #1 $15,750.00 Revised Contract Amount: Hall & Hall Engineers, Inc. i.. By: (./ ��_ Title: Proiect Manaaer Date: 7/3/23 $213,155.70 City of Fairfax, lowa By: � � ���c.�-� ��� Title: �1�1�G�- Date: � �� -�� CiViL ENGIfVELRihl� " LAfVD SUFVEYINC A" LAND D�VCLOPfUiEN7 f'LRI��IRIG " L,AFJDSCAPE fiI�GN17ECTU�E 1II60 �oyso�7 a2oad * Hiawatha, IR 52233 " Ph: 319.362.9548 '" FWt: 319.362.7595 Jon Larson From: Justin Lopata <j.lopata@midwestundergroundinc.com> Sent: Thursday, June 15, 2023 8:57 AM To: Jon Larson Subject: Rock Price Good morning For the 45' of rock directional drilling, we will be at $350 per ft. Looking at a$15,750 add to the contract. Thanks, Justin Lopata Midwest Underground Contractors Inc Schrader Group P 319-213-5549 IDWEST UNDERGROUND CONTRACTORS ADDENDUM NO. 1 ITEMS ...� � l 1'�1��1� ,J � ` I � � I , • . I{III11 • '�� T����4 l !1 I� ' I• i �'��1'� !� I 1 �{ 4 I � I I�I • ��%ry re ! �e4F��f��lY��C���rt��r�ltit��i(�� ���t� f , �S�'�:w�..=�.4p��,�4wil� Cf�1a�C�+����i3��wh{��i��T0��2t��a�. , . � I • . L -- --r _ � Nr a m m '{If�G RIR R%P � �- �' � 1'`ffi E%ISTING 6 SUB�RRIN OUTLETS E%�5 NC E�TI�` p�E ��pA STA 15+28.36Q .._ _. .. ..._ . .. i59- _�_ _._..... . ,�-- - .. END CNSING PIPE - ... . STA " .. INSTALI ECCENTRIC EN� SEAI - .- �' �� . - � � � ' .. (FOR NON-CENTERED PIPE) . .. -� � �- 13.25° HO . � (HVv ISISTA8G9 tG 69G RT1 .. � ..- - �__- � 55^ ��1 '_. ��� � 1 15� LF 12 C9oa PVC ''- 16 Ot) -l0 5 DFFLERION EACH SEG(ZEM� - ]50 zVn - __' -.. ' __." ' "_"__ .. _....... , .,.� _' S63�� ....._. _._ . . ���i.. �. -. . . - - . __ STA35+32.43Q1 j�" � __�q9���11.25°VERT.BEND --- ��`.��� � END FU5181E C900 PVC CARRIER PIPE �.�.._.�.,.zt(,J)... , _t!) �-'- '�3i1z-' SBs y�v- "., t y e" i�'N�-�. (N}...,..,..: � � . .. ' � ��ji'.- .�--- �f _ ,6 -- )- '�" � � � . � ; (i�}-- i ... _ _ ._ _`�F� . _��_"(J)- _ �`` �,�581_�{5� i-� ��.� _ _ :� c.�=�-=—._� � �}m ,m ,� / STA 12+69.42 o STA 12+9] 51 Q � � � �� � � �. �� �� \\� � j 22.5° HORIZ. BEND p� 11.25� VERT 6END A�`� , u}- t�- =1i+� 4 �� I / „ � � � BEGIN FUSIBLE C900 PVC URRIER PIPE ��� y� � � ' � STA 12+81.35 � - ' ' s � � 593��� �� �\ 1 22.5° HORIZ. BEND `� \ \ � I '� � � � \�\�.� � EXISiING 1REE G�NOPY MA[NTAIN ORANGE SBQ � � . �� ` 1 �Rli LINE s t]ON FENCE ALONG 501L BOftINGS � ERN LINE (260 LF) REFER TO Q SHEETS �, '�. 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