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Home My WebLink AboutContract 43993-CO1 (2)FORT ��VORTH City of Fort Worth Change Order Request Project Name East Side II 54-Inch Water Main- Phase 3 Project No.(s) P262-608140036987 and P265-608140036987 DOE No. 6898 Project Description � i .�'d'r� f � �'r � .' �. . : , . �,. City Sec No. 43993 City Pro. No. 00369 54-inch Water Main Installation from Scott Avenue to Vickery Boulevard Contractor S.J. Louis Construction of Texas, Ltd City Project Mgr. Susan Schwinger Phone Number: 817-392-6529 Dept. � Water Original Contract Amount Extras to Date Credits to Date Pending Change Orders (in M&C Process) Contract Cost to Date E�� '� Revised Contract Amount Original Funtls Available for Change Orders Remaining Funds Available for this CO Additional Funding (if necessary) 11 500.00 500.00 Change Order # � Date: 10/17/2013 City Inspector Raymond Brice Phone Number: 817-392-8452 640.00 CHANGE ORDERS to DATE (INCLUDING THIS ONE) AS % OF ORIGINAL CONTRACT MAXALLOWABLE CONTRACTAMOUNT (ORIGINAL CONTRACT COST+ 25%) TION FOR CHANGE ORDER Totals 1.11 920,941.11 $4,985,131.99 $295,500.00 1.30% $6,151,176.39 210 The change order will provide for the installation of 6-inches of top soil over the fairway and No. 6 Tee box (at Sycamore Golf Course) as required by the Parks and Community Services Department prior to bermuda sod installation. It was determined that sod would not grow on the rocky native material that was excavated during water main installation on the fairway and tee box. Staff concurs with the cc order. �a Att�st�ed byR �� _ � �`� ti t � ional calendar days on this change � �� . � ,�: �� ce ot thfs Ghange Urder by the contractor constftutes an l.i ("j � �-- rr; �I G � :' ) �-1 � C9 ry � P�� f �s � � . ��, �. � � �. Contract Time in full (both time antl money) for all costs arising out of, or incidental to, the above Change Order. FORT WORTH City of Fort Worth Change Order Additions Project Name East Side II 54-Inch Water Main- Phase 3 Project No.(s) P262-608140036987 and P265-608140036987 DOE No. 6898 Project Description Contractor City Project Mgr City Sec No City Pro. No. 43993 00369 54-inch Water Main Installation from Scott Avenue to Vickery Boulevard S.J. Louis Construction of Texas, Ltd Susan Schwin er ADDITIDNS Course Change Order # �2 Date: 10/17/2013 City Inspector Ra mond Brice Sub Total 190. Page 2 of 4 FOR�' �7VORTH City of Fort Worth Change Order Deletions Pr�ject Name East Side II 54-Inch Water Main- Phase 3 Project No.(s) Project Description Contractor P262-608140036987 antl P265-608140036987 DOE No. 6898 54-inch Water Main Installation from Scott Avenue to Vickery Boulevard S.J. Louis Construction of Texas, Ltd City Project Mgr. Susan Schwinger City Sec No. City Pro. No. 43993 00369 Change Order #�2 Date 10/17/2013 City Inspector Raymontl Brice DELETIONS ITEM IDESCRIPTION DEPT � Qty �Unit �Unit Cost �Total Page 3 of 4 �Deletions Sub Total MIWBE Breakdown for this Change Order �`��a�i��°°� l��l��o� ��r��c�� __ __.---- �oject f'�'nn:e — �y Proposn! �'o, ast Sic�e tt 54 t�r'ater 1-tai;�- I'ffase lIl � f�'�4R-3 Rcviscci .sponse Requiree! F3y � Trurrsjnitted By 7'onv Sholola Ciry of I=ort Worth l)epartment of'F.r�gincering IOOU'I'itrockmortnn Street �ort ��Jortt�, TX 76i Q2 Justin 14'i�itman �roject iv�anaeer ,Srgnnfuve Oy� 1?its aj Wark SJL has been directed by the CFW ta install 4° to 6" of Siver Creek'l�oospoii over then entir� Sycamare Creek t'olf C'ourse and is cxpected to cover a ininimum �f 7,000 SY. The total vo[ume is expected to be behveen 60 and 90 loads of Tap Soil. SJL understar�ds that CF�V rnay °As Direcl" additic�nal topsoil coverage as �vell so has included "per the Laad" as thc unit fumisiiin� and placing ehe referenced top soil. The rarnp areas, the north end ofthe fairway, and the south end ofthe fairway may require "As Directed" additional top soil. The �er load price is $S?3.00. E;ach [AAD of material will include 24 CY per load. The 2�� C1' per LOAD volume is 534.29 per Cl' Tialli ion new This unit price includes the furnishing and piacing Si(ver Creek Materiais Topsoii on the Sycamore Creek Golf Course in the ROW beiween Sta 51+00 and Sta 60+30 on pian sheets sheet {24-27}, The volume shouid he be[ween 60-90 loads depending on whether it is onty installed at [4" thick X 60 loads] & if at (6" thick X 90 Ioads). Additional vaidth at the north or south end of this Goff Course may be "As Directed" also. Ut1it CY �,�s�a.. Utiit �fICB $34.29 T�TAI, CC35"T acccptahlc, plcase provide an authoriz.etion sigttature bela�i• aed return one (t) cop}' Ea our oCfice, is change requires an extensian of contract time and deadlines by 5 days. J. Lauis Constrrrction �tc7ron; Les V. �Vhitman, S.J. Louis C�nstructior� of'I'e;cas I..td. � ��O�AI G�,J�o � (� c �/ �O, �f �-��_�3 S.,J; F,urris Coiistructfon ojT �xns Lt�t P. f). fit� t• 83 :� :�tansf'reld, Terrrs 7fi043 (81 ?} d; 7-�32/J lJff r:,e (8 t?) �7 i-r1 � 3z 1�n.t� ' , ' ' o October 14, 2013 Mr. Tim Powell - Sales East Jordan Iron Works, Inc. 270 Redwing Road Ardmore, OK 73401 RE: Paul Mayfield Bass & Hays Foundry 238 South Bagdad Road Grand Prairie, Texas 75050 30"ERGO XL Assembly Hinged Ductile Iron Manhole Cover with Cam Lock Dear Mr. Powell Mr. Mayfiefd: Thank you for your submittal. The Fort Worth Standard Product Approval Committee recently completed the review of the above mentioned product and found it acceptable for use in water and/or wastewater applications where ,a hinged and lockable manhole cover is required. The following specific manhole castir�gs are approved: EJIW 30° ERGO Assemblv with Cam Lock, MPIC & T-Gasket Product Number. NPR10-1444A Description: 00148029L02 ERGO (XL) 30 DI 4L Cam WO/LFT 4.5 UND The materials shall be in accordance with ASTM A536 requirements of AASHTO M105 and shall be marked depending on the application. The City of Fort Worth I but not required option. and shall be in compliance with as "Sanitary Sewer' or "Water", ettering and Logo is a preferred Should you have any questions regarding this letter, please do not hesitate to call me at 817-392-6820. Sincerely, C�;:�� David R. Townsend, P. . Facilities Engineering Manager � r`� "I ***** � Xc Frank Crumb, P.E., Water Director Andy Cronberg, P.E., Assistant Director/Water Engineering and Regulatory Compliance Travis Andrews, Assistant DirectoNWater Field Operations AndyAnderson, P.E. Assistant Director/TPW Construction Chris Harder, P.E., Water Production Engineering Manager Tony Sholola, P.E., Water Pipeline Engineering Manager Martin Phillips, P.E., Engineering Manager/TPW Construction Doo Kim, P.E., Sr. Professional Engineer/Water Engineering & Fiscal Services Gregory Stean, Warehouse ManageNV1/ater Field Operations WATER DEPARTMENT ADMINISTRATION THE CITY OF FORT WORTH * lOOO THROCKMORTON STREET * FORT WORTH, TExas 76102 817-392-8240 * F.ax 817-392-8195 Jr Printed on recycled paper