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Home My WebLink AboutContract 49085-CO1 \ 4 CITY SECRETARY q q of S-co FORT WORTH City of Fort Worth CONTRACT NO. Change Order Request Project Name VCWRF Service Waterline Improvemetns-Part A&B,16"&8"Service WL City Sec# 1 49085 Client Project#(s)l City Project#100512;Felix Job No 1837; Project Village Creek Water Reclamation Facility(VCWRF)Service Waterline Improvements-Part A 16"WL in W 7771 Description and Part B 8"WL in W A Corder and M I Dick Street M&C C-28214;approved on 5/2/2017 Contractorl Felix Construction Company Change Order# Date 1 9/11/2017 City Project Mgr.1 Fadda Goderya,PE City Inspector F Robert walker/Ronald Nason Dept. Water Totals Select Day Type Original Contract Amount $562,201.00 $562,201.00 90 Extras to Date Credits to Date $24,600.00 $24,600.00 Pending Change Orders(in M&C Process) Contract Cost to Date $537,601.00 $537,601.00 90 Amount of Proposed Change Order $1,425.00 $1,425.00 10 Revised Contract Amount $539,026.00 $539,026.00 100 Original Funds Available for Change Orders $0.00 Remaining Funds Available for this CO $24,600.00 $24,600.00 Additional Funding(if necessary) CHANGE ORDERS to DATE(INCLUDING THIS ONE)AS%OF ORIGINAL CONTRACT 4.12% MAXALLOWABLE CONTRACTAMOUNT(ORIGINAL CONTRACT COST+25%) $702,751.25 JMF"T CSI!OMR The City awarded the contract for$562,201 (M&C C-28214). As part of the original awarded contract,an alternative deduct of$24,600 was provided to use PVC pipe in lieu of Ductile Iron Pipe(DIP)in the base bid. The City elected to go witth the deductive alternative,reducing the contrct price to$537,601. See attached sheets for various details on subsequent contract modifications requests(CMRs)(E, )M #3. A s by. C-PnNkl-,J. Kayser, City Sec tary NO M&C Ian UIRI D It is understood and agreed that the acceptance of this Change Order by the contractor constitutes an accord and satisfaction and represents payment in full(both time and money)for all costs arising out of,or incidental to,the above Change Order. Contractor's 071M Name contractor Felix Construction Company Scott McElwee/Matt Phillipa,-sem << - 10/03/2017 hwedor/Inspedm§g?2n1MDate Project MaiiagerflProgr'a"^r Man.—er, D* Louis Hund(JQI) Farida Goderya .a i Assistant Director(Dept) Date Director, trac`n ent Det) �" ' Date Chris Harder,PE Kara Shuror Assistant Qt � Date AssistanI Call� Doug Black / j Jesus J Chapa . — Q r�- rtjif i ired) M&C Number N/A M&C Date Approved m r OF'F'ICIAL �: ) CITY SECRETARY o FT. WORTH, TX 1 Fr»r NVOR M City of Fort Worth - �- Change Order Additions Project Name VCWRF Service Waterline Improvemetns-Part A&B,16"&8"Service WL City Sec# 49085 Client Project# Ci Pro ct#100512;Felix Job No 1837; Project Description Village Creek Water Reclamation Facility,(VCWRF)Service Waterline Improvements-Part A 16"WL in W R Hardy Avenue and Part B 8"WL in W A Conder and M I Dick Street(M&C C-28214;approved on 5/2/2017) Contractor Felix Construction Company Change Order# Date 9I11I2017 City Project Mgr. r Fadda Goderya,PE CityInspector Robert Walker,/Ronald Nason ADDITIONS ITEM DEP I yn Units oa Delete wo b dia an oes an appu enances from scrape of work a er LS - MR# -Concrete encasement ot 1 PVC pipe for 41 LF Water Additional Pavement cut work ater Water 1,425.00 Sub otaAdditions Change Order Additions Page 2 of 4 3 CMR #1 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY SERVICE WATERLINE IMPROVEMENTS CITY PROJECT NO.100512 Louis Hund From: Scott McElwee<scottm@felixconstruction.com> Sent: Tuesday,June 20,2017 12:31 PM To: Louis Hund Cc: Godinez,Gonzalo;Goderya,Farida;Raj Mehta Subject: VCWRF Service Waterline Improvements-PCO-1 Manhole Credit Attachments: 1837-PCO 1.pdf Follow Up Flag: Follow up Flag Status: Flagged Categories: VCWRF WL-taskl2 Louis, Please find attached our credit for the elimination of 2 ea.5'diameter manholes and related materials.We have halved the 12 x 48 x 72 Styro Poly Pads to compensate for the additional valve box,extension stem, concrete valve box rings, and labor and equipment expended during the excavation around the chlorine lines and electric duct bank. I hope this meets your satisfaction. Should you have any questions or need further information please do not hesitate to call. Regards, Scott Scott McElwee I Project Manager Felix Construction Company D: 623.223.5409 r5: 480.299.2967 0: 480.464.0011 F: 480.464.0078 E: scottm(@felixconstruction.com 1326 W.Industrial Dr,Coolidge,A7.95128(corporate) 11140 N.136th.Ave,Surprise,AZ 85379(satellite) www.felixconstruction.com 1 Construction Cost Summary FELV version 04.15.2013 CONSTRUCTIQN CONAPANY Project 1 Bid Name: � Company:JQ Engineering VCWRF Service Waterline Owners Representative: Louis Hund Improvements Address: 100 Glass Street Proiect Number(FCC): Dallas,TX 75207 1837 Phone:817-505-4311 E-mail:Ihund(a)geng.com Description of Work: Delete 2 ea 5'Diameter Valve Manholes and appurtenances from Scope of work. Assumptions: Exclusions: Notes I Other: Owner to Provide: A.Labor D.Materials Cat o HoursRate Total Item Quant Cost Total Principal $ $ From Worksheet 1 LS $ 6,005.60 $ 6,005.60 Project Manager $ $ $ Project Engineer $ $ $ Admin $ $ $ General Superintendent $ $ $ Project Superintendent $ $ Material Subtotal $ 6,005.60 Foreman $ $ Marko Factor 10% $ Craftsman $ $ MATERIAL TOTAL $ 6,005.60 Apprentice I Laborer 46.0 $ 28.50 $ 1,311.00 E.Subcontractors Labor Subtotal $ 1,311.00 Discipline Quant Cost Total Markoe Factor 0% $ From Worksheet 1 LS $ $ LABOR TOTAL $ 1,311.00 $ - B.Felix E ui $ Unit Hours Rate Total Subcontractor Subtotal $ Pick-up $ $ Markup Factor A 0% $ Pick-up wl Tools $ $ ISUBCONTRACTOR TOTAL $ Flatbed Truck $ $ F.Other Direct Back Hoe 1.0 $ 51.36 $ 51.36 Item Quant Cost Total Boom Truck $ $ From Worksheet 1 LS $ $ Loader(CAT 950) - $ - $ - $ Dump Truck with driver 1.0 $ 63.36 $ 63.36 Other Subtotal 1 $ Excavator(CAT 325) 4.0 $ 142.94 $ 571.76 Markup Factor 0% $ Water Truck - $ - $ - OTHER DIRECT COST TOTAL $ Compactor CAT $ $ G.FCC Electrical Ext Reach Forklift $ $ Discipline Quant Cost Total Grading Tractor(Case 480) $ $ ,Felix Construction Electrical' 10-7s $ Water Wagon $ $ H.Pass Throu h Jumping Jack $ $ Item Quant Cost Total Misc Tools I Supplies $ $ From Worksheet 1 LS $ $ Job Trailer $ $ $ Misc Other $ $ Pass Through Subtotal $ Felix Equipment Subtotal $ 686.48 Markup Factor 0% $ FELIX EQUIPMENT TOTAL 1$ 686.48 Subtotal:A+B+C+D+E+F+G+H $ 8,003.08 C.Rental E ui Unit Unit Rate Total 18ond Rate(%) 0.00% $ From Worksheet 1 LS $ $ Tax Rate % 0.00% $ $ I Credit Card Fee % 0.00% $ $ Rental Subtotal $ SUB TOTAL $ 8,003.08 Markup Factor ft 15% $ RENTAL EQUIPMENT TOTAL $ CONTINGENCY" ( GRAND TOTAL $ 8,003.08 Estimated Duration of Work(Working Days) + TBD Scott McElwee I Project Manager Felix Construction Company does not include it's Electrical Division's costs when calculating overall project overhead and marc-up. DATE: "Work paid for out of Contingency funds will have tax,bond and mark-ups applied at the same rates noted above. June 20,2017 FELIX CONMUC710N CO. -�7 VW QL CMR #2 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY SERVICE WATERLINE IMPROVEMENTS CITY PROJECT NO.100512 Louis Hund From: Goderya,Farida <Farida.Goderya@fortworthtexas.gov> Sent: Wednesday,September 13,2017 5:29 PM To: Scott McElwee;Louis Hund Cc: Walker,Robert;Nason,Ronald A Subject: RE:VCWRF Service WL Imp-PCO-002 16"Pipe Encasement;OK** Follow Up Flag: Follow up Flag Status: Flagged Categories: VCWRF WL-taskl2 Scott/Louis, I am not sure, if I gave you my written/email approval for this PCO, nevertheless, here it is... Summary for documentation purposes: At one of the location,the newly installed 16" PVC service WL was crossing over the existing 84-inch pipe. The existing field conditions(not having enough ground cover between pavement 16" pipe) and to maintain appropriate separation between the two pipes (16" &84") demanded a closer look and field adjustment. The City, Engineer and the Contractor looked at various options and finally decided to encase the 16" PVC with concrete. I have reviewed the price proposal and in agreement with additional fund request for the concrete encasement. Call or email with questions. Regards. Farida ---------------------------------------------------- Farido Goderya, PhD,PE Senior Project Manager Fort Worth Water Department Office: 817-392-8214 Cell: 817-851-4910 Farida.Goderva@fortworthtexas.gov From:Scott McElwee [mailto:scottm@felixconstruction.com] Sent:Thursday,June 29,2017 3:03 PM To: Louis Hund (Ihund@jgieng.com)<Ihund@jgieng.com> Cc:Goderya, Farida<Farida.Goderya@fortworthtexas.gov>; Raj Mehta<rmehta@jgieng.com>; Godinez,Gonzalo <Gonzalo.Godinez@fortworthtexas.gov>; Nason, Ronald A<Ronald.Nason@fortworthtexas.gov> Subject:VCWRF Service Waterline Improvements-PCO-002 16" Pipe Encasement Louis, Attached is our change order request for the 16" pipe encasement.As I had mentioned we are not charging overhead and profit on this work. Regards, Scott Scott McElwee 1 Project Manager Felix Construction Company D: 623.223.5409 I M: 480.299.2967 0: 480.464.0011 I F: 480.464.0078 1 Louis Hund From: Louis Hund Sent: Friday,June 23,2017 11:09 AM To: 'Godinez,Gonzalo';Goderya,Farida;Raj Mehta Subject: RE:84-inch crossings Attachments: D017-CONCRETE ENCASEMENT FOR UTILITY PIPES.pdf Categories: VCWRF WL-task12 Gonzo, Yes the entire 41.5 feet is encased I have also attached city standard detail for encasement THanks Louis B. Hund, PE ASSOCIATE/SENIOR PROJECT N JQ Infrastructure 1 1301 West 7th Street,Suite 1418,Fort Worth,Texas 76102 817.505.4311 phone 817.707.3131 cell Ihund@iaieng.com iaieng.com I Linkedln I Facebook I Twitter I Instagram The information in this e-mail is confidential and may be legally privileged.It is intended solely for the addressee.Access by any other person to this e-mail is not authorized.If you are not the intended recipient,please delete this e-mail.Any disclosure of this e-mail or of the parties to it,any copying,distribution,or any action taken or omitted in reliance on it is prohibited,and may be unlawful. From:Godinez,Gonzalo [mailto:Gonzalo.Godinez@fortworthtexas.gov] Sent: Friday,June 23, 2017 10:50 AM To: Louis Hund<Ihund@jgieng.com>;Goderya, Farida<Farida.Goderya@fortworthtexas.gov>; Raj Mehta <rmehta@jgieng.com> Subject: RE:84-inch crossings Louis, Are we encasing the entire 41.5 feet stretch of pipe above the 84" lines?That is what I gathered from our conversation. Please confirm.Thanks. Gonzo From: Louis Hund [mailto1hund(a>igiencl.com] Sent: Thursday,June 22, 2017 2:37 PM To: Goderya, Farida; Raj Mehta Cc: Godinez, Gonzalo Subject: RE: 84-inch crossings Farida, Pictures from Gonzo this morning show that PVC is installed in lieu of DIP As discussed at the pre-con,the PVC should be concrete encased Concrete should be that used for thrust blocking(3000 psi), no rebar is required. Thanks Louis B. Hund, PE 1 ASSOCIATE/SENIOR PROJECT MANAGER JQ Infrastructure 11301 West 7th street,Suite 1416,Fort Worth,Texas 76102 817.505.4311 phone 817.707.3131 cell Ihund@'ciieng.com iaieng.com I Linkedln I Facebook I Twitter I Instaeram The information in this e-mail is confidential and may be legally privileged.It is intended solely for the addressee.Access by any other person to this e-mail is not authorized.If you are not the intended recipient,please delete this e-mail.Any disclosure of this e-mail or of the parties to it,any copying,distribution,or any action taken or omitted in reliance on it is prohibited,and may be unlawful. From:Goderya, Farida [mailto:Farida.Goderva@fortworthtexas.gov] Sent:Wednesday,June 21, 2017 4:27 PM To:Raj Mehta<rmehta@igieng.com> Cc:Louis Hund <lhund@igieng.com> Subject: RE:84-inch crossings Hi Raj, Do we need to change the 16" pipe from PVC to DIP over the 84" crossing? I bet it will be simpler and cheaper to put concrete encasement around the PVC. Will the encasement require rebar? Regards. Farida ---------------------------------------------------- Farida Goderya, PhD, PE Senior Project Manager Fort Worth Water Department Office:817-392-8214 Cell: 817-851-4910 Farida.Goderva@fortworthtexas.gov From: Raj Mehta [mailto:rmehta@jgieng.com] Sent:Wednesday,June 21.2017 4:23 PM To:Goderya, Farida <Farida.Goderva@fortworthtexas.gov> Cc: Louis Hund<Ihund@igieng.com> Subject:84-inch crossings Farida: In reference to your question regarding embedment of the 16-inch pipe over the twin 84-inch crossing: 1 have in my notes from the preconstruction meeting held on 5-16 that the decision was made by FWWD at that meeting that contractor would install PVC as the alternate to the DIP shown on the plans. • Louis Hund stated that he would prefer that DIP as opposed to PVC be installed over the crossing due to the separation distance between the pipes. • David Townsend stated that PVC could be used there,along with concrete encasement. That ended the discussion of the crossing, but I think it is understood that since PVC is being used for the project and that this portion of the work will require either DIP or encased PVC and that the contractor will be paid the additional cost due for either installation. JQ is fine with either approach. We can issue a field order and get pricing back. If FWWD does not have a preference, we can get pricing on both and see what Felix comes back with. 2 Regards, Raj C. Raajan Mehta, PE Partner JQ Infrastructure 1 100 Glass street,Suite 201,Dallas,Texas 75207 972.392.7340 phone 972.603.6653 cell rmehta@ioieng.com ioieng.com I Linkedin I Facebook I Twitter I Instagram The information in this e-mail is confidential and may be legally privileged.It is intended solely for the addressee.Access by any other person to this e-mail is not authorized.If you are not the intended recipient,please delete this e-mail.Any disclosure of this e-mail or of the parties to it,any copying,distribution,or any action taken or omitted in reliance on it is prohibited,and may be unlawful. 3 BACKFILL II 6' MIN. - .� .` ° S • ! ' ° ts�v ° JQ OSP CONCRETE I I ENCASEMENT PER SECTION 33 05 10 ` .'.. . • IIS 6" MIN. �. .�-•.t,i :.:•... •• . 1 h—I i I I I 1-'�'•I 11-1 I•I—I`I 1 '`I:I I III 8" MIN. TRENCH WALL CLEARANCE (TYP.) NOTE: • DIMENSIONS SHOWN ARE THE MINIMUM REQUIREMENT FOR PAYMENT PURPOSES. FORT WORTH CITY OF FORT WORTH,TEXAS REVISED:06-19-2013 CONCRETE ENCASEMENT FOR UTILITY PIPES 33 05 10-DO17 Construction Cost Summary FELIX Version 04.15.2013 CONSTRUCTI}N COMPANY Project I Bid Name: , Company:JQ Infrastructure VCWRF Service Waterline Improvements Owners Representative:Louis Hund Address: 100 Glass Street Project Number(FCC): Dallas,TX 75207 1837 Phone:817-555-4311 E-mail:Ihund aaioeng.com Description of Work: Concrete encase 41 If of 16"PVC Pipe Assum tions: Exclusions: Concrete Testing Notes/Other: Owner to Provide: A.Labor D.Materials Cate o Hours Rate Total Item Quant Cost Total Principal $ $ From Worksheet 1 LS $ 1,536.00 $ 1,536.00 Project Manager $ $ $ Project Engineer $ $ $ Admin $ $ $ General Superintendent $ $ $ Project Superintendent $ $ Material Subtotal $ 1,536.00 Foreman 3.0 $ 48.75 $ 146.25Marku Factor 0% $ Craftsman 33.0 $ 34.50 $ 1,138.50 MATERIAL TOTAL $ 1,536.00 Apprentice I Laborer $ $ E.Subcontractors Labor Subtotal $ 1,284.75 Discipline Quant Cost Total Markup Factor 0% $ From Worksheet 1 LS $ $ LABOR TOTAL $ 1,284.75 $ B.Felix Equip $ Unit Hours Rate Total Subcontractor Subtotal $ Pick-up $ $ Markup Factor 0% $ Pick-up w/Tools $ $ SUBCONTRACTOR TOTAL $ Flatbed Truck $ $ F.Other Direct Back Hoe $ $ Item Quant Cost Total Boom Truck $ $ From Worksheet 1 LS $ $ Loader(CAT 950) $ $ $ Dump Truck(with driver) $ $ Other Subtotal $ Excavator(CAT 325) $ $ Markup Factor ft 0% $ Water Truck $ $ OTHER DIRECT COST TOTAL T$ -- Compactor CAT $ $ G.FCC Electrical Ext Reach Forklift $ $ Disci line Quant Cost Total Grading Tractor(Case 480) $ $ Felix Construction Electrical' 1.0 $ $ Water Wagon $ $ H.Pass Throu h Jumping Jack $ $ Item Quant I Cost Total Misc Tools I Supplies $ $ From Worksheet 1 LS $ $ Job Trailer $ $ $ Misc Other $ $ Pass Through Subtotal $ Felix Equipment Subtotal $ Markup Factor 0% $ FELIX EQUIPMENT TOTAL $ Subtotal:A+B+C+D+E+F+G+H $ 2,820.75 C.Rental Equi Unit Unit Rate Total Bond Rate(%) 0.00% $ From Worksheet 1 LS $ $ Tax Rate % 0.00% 65.0% $ $ Credit Card Fee % 0.00% $ Rental Subtotal $ SUB TOTAL $ 2,820.75 Markup Factor 10% $ RENTAL EQUIPMENT TOTAL $ CONTINGENCY•' GRAND TOTAL $ 2,820.75 Estimated Duration of Work(Working Days) + TBD Scott McElwee/Project Manager Felix Construction Company does not include its Electrical Division's costs when calculating overall project overhead and mark-up. DATE: "Work paid for out of Contingency funds will have tax,bond and mark+rps applied at the same rates noted above. June 31,2017 FELIX CONSTRUCTION CO. o.mrma w.n rAav w.�..� CMR #3 CITY OF FORT WORTH VILLAGE CREEK WATER RECLAMATION FACILITY SERVICE WATERLINE IMPROVEMENTS CITY PROJECT NO. 100512 Y Louis Hund From: Goderya,Farida<Farida.Goderya@fortworthtexas.gov> Sent: Friday,September 8,2017 5:17 PM To: Louis Hund;Scott McElwee Cc: Walker,Robert;Nason,Ronald A Subject: RE:Additional Pavement Cutting Depth" Follow Up Flag: Follow up Flag Status: Flagged Categories: VCWRF WL-task12 Hi Scott/Louis, I have reviewed this request for additional compensation for pavement work.This pavement additional work was necessitated by the existing pavement at the VCWRF site. I understand, this request includes all costs associated with the pavement work and will not require any additional funds or time extension. I am in agreement with this CMR and it will be included in the next Change Order(CO#1) paperwork. Please finalize the CMR document and include all the related paperwork. Call or email with questions. Regards. Farida ---------------------------------------------------- Farida Goderya, PhD,PE Senior Project Manager Fort Worth Water Department Office:817-392-8214 Cell: 817-851-4910 Farida.Goderya@fortworthtexas.gov From:Goderya, Farida Sent:Wednesday,August 30,2017 12:02 PM To: Louis Hund (Ihund@jqieng.com)(Ihund@jqieng.com)<Ihund@jgieng.com>;'Raj Mehta'<rmehta@jqieng.com> Cc:Robert Walker(robert.walker@fortworthtexas.gov)<Robert.Walker@fortworthtexas.gov>;Nason, Ronald A (Ronald.Nason@fortworthtexas.gov)<Ronald.Naso n @fortworthtexas.gov> Subject: FW:Additional Pavement Cutting Depth, Internal Louis/Raj, See attached file and email below from Felix, asking additional amount for Pavement! What do you think? Is it justified? Robert/Ron, Do you have any comments/input regarding this? Regards. Farida ---------------------------------------------------- Farida Goderya, PhD, PE Senior Project Manager Fort Worth Water Department Office:817-392-8214 Cell: 817-851-4910 Farida.Goderya@fortworthtexas.gov 1 From:Scott McElwee (mailto:scottm@felixconstruction.com) Sent:Wednesday,August 30; 2017 11:18 AM To:Goderya, Farida<Farida.God erya@fortworthtexas.gov> Subject:Additional Pavement Cutting Depth Hi Farida, In our bid we estimated the existing pavement to be 6"thick. Based on the detail(attached)the pavement appears to be about 4".The average thickness of the paving that we cut is actually about 10"thick. Our pavement cutting subcontractor bid based on 6"with a .25/inch additional cost for each additional inch of thickness. I've attached their purchase order and quotation. Long story short,We spent over$15,000 on cutting and had$3,500 in our bid.We're asking for relief in the amount of $6,607 if possible.We feel that we were diligent in assuming that the existing pavement was an average of 6"thick, based on the detail. Thanks, Scott Stott McElwee I Project Manager Felix Construction Company D: 623.223.5409 M: 480.299.2967 0: 480.464.0011 F: 480.464.0078 E: scottm@felixconstruction.com 1326 W.industrial Or,Coolidge,AZ 85128(corporate) 11140 N.136th Ave,Surprise,AZ 85379(satellite) www.felixconstruction.com 2 VCWRF Service Waterline Improvements Pavement Cutting Additional Cost Based on 6"Assumed Thickness of Existing Pavement Ticket No. LF Cut Thickness Bid Thickness Addl.Thickness Cost/Inch Addl.Cost/LF Addl.Cost 141892 167 10 6 4 0.25 1 167 180 8 6 2 0.25 0.5 90 142001 567 10 6 4 0.25 1 567 363 10 6 4 0.25 1 363 141987 789 10 6 4 0.25 1 789 138785 290 10 6 4 0.25 1 290 142595 1156 7 6 1 0.25 0.25 289 142875 17 6 6 0 0.25 0 0 152 10 6 4 0.25 1 152 102 10 6 4 0.25 1 102 38 10 6 4 0.25 1 38 140399 555 12 6 6 0.25 1.5 832.5 366 12 6 6 0.25 1.5 549 432 8 6 2 0.25 0.5 216 170 15 6 9 0.25 2.25 382.5 138741 512 12 6 6 0.25 1.5 768 410 12 6 6 0.25 1.5 615 141843 240 12 6 6 0.25 1.5 360 37 10 6 4 0.25 1 37 6607 t I ASPHALT TO SAW-CUT BE PLACED IN (TYP,) T%o LFTS EXISTING TREATEDSRfNCN REPAIR LIMITS HMAC EXISTING SUBGRADE(IF ANY) CONCRETE BASE MATERIAL I PAVEMENT FOR TRENCH REPAIR PER PAVEMENT TACK COAT SECTKIN 03 34 16 ••�i4"^�} �.l_a.��I-,:f�.�+•:S:! Vii!? ^.1 + ^-�1 iJ''i 11 i PROVIDE DENSITY AND HICKNESS TESTING 1t � :- •�l ': .•�»•..�`_..-':'4.'I�' f, � + T ,...j f_r ........... .I' PER SECTION 32 12 16 PART 3.6 -"'ti'`•'"`"'k"'TM'^" -'' UNDISTURBED ` �� ^--. :r- -- �•-tir••-+1.: ("j: SUSCRADE 952 COMPACTION FINAL BACXFB.L 1 '-2%TO 4S OF OPTIMUM� �. <15'UNDER MOISTURE CONTENT ^1 PAVEMENT SELECT BACKFILLTE ACCORDANCE MTHMA MAL IN SECTION 33 05 10 6'MIN. AND ._J .. •. .. .• __ 12 MAX. -FI '::::;:.•.:::,•:::• 1� Ij..: INITIAL BACKFILL I ? `•b - ,mac J TRENCH GEOTEXTILE 1 �! fABRIC UTILITY SAND PERS SECTION 33 05 10i M14 )+1 .�5 •K CRUSHED ROCK PER SECTION 33 05 10 i 6'MIN. 3�.:1'. 12'MIH. AND 1B' MAX. TRENCH WALL CLEARANCE(TYP.) TRENCH DEPTH TRENCH DEPTH LESS THAN OR GREATER THAN 15'. EQUAL TO W. GROUND WATER AND NO PRESENT,OR BURIED GROUND WATER STEEL PIPE PER PRESENT SECTION 33 11 14 1 I t S PAVEMENT REPAIR, BACKFILL, AND EMBEDEMENT DTEAILS -Kl� SCALE: NTS FEEL PURCHASE ORDER Show this Purchase Order Number 1837107 1326 W. Industrial Dr.Coolidge,AZ 85128(Corporate) Amendment Number 1313 Valwood Parkway, Ste. 320, Carrollton,TX 75006 www.felixcoiistruction.com Phone (480)464-0011 (469)458-0011 (TX) Aft.A Ann.Agmt. Subcontract other Other Fax (480)464-0078 0 ❑ ❑ ❑ ❑ VENDOR INFORMATION MMMMOMM' (.2UI5 10 NO. Vendor. Associated Cutting Inc 5/30/17 10-1837-02-400-4115 Address: PO Box 541224 PROJECT: Village Creek Reclamation Facility Dallas, TX 75354-1224 ADDRESS. 4500 Wilma Lane, Arlington TX 76012 DIRECTIONS (click here for Google Map to site) ATTENTION: Scott McElwee Office: 214-350-4436 Cell: 214-622-3101 SHIP TO: Jobsite Contact: Andy (click here for Google Map to SHIP TO location) n E-mailed ❑Faxed ❑Mailed PROJECT DOCUMENTS: Click Here to Download Plans Routing: contact email address here Click Here to Download Specs REQUISITIONED BY ?^!HEN SHIP SHIP VIA FOB POINT TERMS Scott McElwee asap Jobsite Net 30 ITEM CITY UNIT DESCRIPTION UNIT PRICE TOTAL 1 1 EA 24"Core Droll @ 22 degree angle $ 600.00 $ 600.00 2 3000 If 6"Pavement Saw Cut $ 1,25 $ 3,750.00 3 $ - 4 $ - 1. No work activities will be permitted on-site until Felix has your companies CERTIFICATES OF INSURANCE on file. Please email certificates to Felix PRIOR to beginning work on-site. 2. All invoices MUST reference this Purchase Order number in order to be paid in a timely manner. 3. Please mail all invoice to the attention of ACCOUNTS PAYABLE. Emailed invoices should be directed to ap@felixconstruction.com. 4. Contact Scott McElwee 480-299-2967,24 HRS Priorto delivery,NO EXCEPTIONS. 5. Submittal packages less than 100 total pages may be submitted in ORIGINAL pdf format via email to scottm@felixconstruction.com.Your submittal(s)MUST include a copy of the applicable specification section and any referencing section(s)associated with the materials and or equipment you are supplying. The specification copy shall be complete with each paragraph check-marked(Green Check)to indicate specification compliance or marked(PI,-_;;,)to indicate requested deviations from specification requirements.Check-marks shall denote full compliance with a paragraph as a whole.If deviations from the specifications are indicated,each deviation shall be underlined and denoted by a number in the margin to the right of the identified paragraph. The submittal shall be accompanied by a detailed,written justification for each deviation(on your company letterhead).Failure to include a copy of the marked-up specification sections,along with justification(s)for any requested deviations to the specification requirements,with the submittal shall be sufficient cause for rejection of entire submittal. 6. Safety Data Sheets(SDS)MUST accompany any materials classified as toxic or hazardous substances. Deliveries of these materials that are not accompanied by an SDS shall be sufficient cause rejection of the delivery. 7. Persuant to State of Texas Tax Code,Section 151.309-this contract is issued by an agency that is exempt from sales tax on materials that are incorporated into the real property of project listed above. Click Here to Download Tax Exemption Certificate TOTAL $ 4,350.00 AUTHORIZED BY: DATE: Tuesday,May 30,2017 Scott McElwee scottmna.felixconstruction.com m:480-299-2967 AUTHORIZED BY: DATE: Authorized Representative Signature FEL 1 Village Creek Water ATTACHMENT "A" Reclamation Facility PURCHASE ORDER 1837107 9 TION DATE �EQ9IICITIaNNVQ. Vendor: Associated Cutting [::0:/30/17 10-1896-02-400-4115 ITEM DESCRIPTION NOTES BY VENDOR OTHER FCC BY OTHER N/A 1 Cutting Services per attached Associated Cutting Inc 2 Estimate 69801 3 4 6" Minimum.Additional thickness is .25/inch. 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Specifics 21 22 23 Provide Insurance Cerrtificate 24 25 Prevailin Wage Rates Apply per GC 6.07 Wage Rates 26 27 28 29 30 31 32 33 -- 34 35 This project is Tax Exempt-See FCC Project 36 Tax Exempt form link on P1 of this Punchase Order 37 _ 38 Exclusions 39 40 41 42 43 44 45 ASSOCIATED CUTTING, INC. Estimate PO Box 541224 Dallas, Tx 75354-1224 DATE ESTIMATE# 214 350 4436 5/23/2017 69801 NAME/ADDRESS Ship To FELIX CONSTRUCTION CO FORT WORTH 1326 W INDUSTRIAL DR SCOTT COOLIDGE, AZ 85128 P.O. NO. TERMS PROJECT C.O.D. ITEM DESCRIPTION QTY COST TOTAL CD CORE DRILLING -- 241N DIAMETER 1 600.00 600.00T X 121N THICK WALL AT 22 DEGREE ANGLE SS SLAB SAWING -- 3000LF X 61N 3,000 1.25 3,750.00T THICK PAVING Exclusions/Conditions: * Not responsible for layout or anything located in or beneath the surface of the concrete * If there is post tension cable in the slab, customer assumes all responsibility * Work to be done during normal business hours unless otherwise stated * Quantities are estimated, invoice will reflect actual quantities * Fees, permits, inspections, one call locates, lifts, scaffolding, cap, cover, protect openings shall be done by others unless otherwise stated * Cleanup is limited to vacuuming slurry (inside only), slurry on exterior projects will be pushed onto concrete scheduled for removal PLEASE CALL ANDY AT (214) 622-3101 WITH ANY QUESTIONS. THANK YOU TOTAL Page 1 ASSOCIATED CUTTING, INC. Estimate PO Box 541224 DATE ESTIMATE# Dallas, Tx 75354-1224 214 350 4436 5/23/2017 69801 NAME/ADDRESS Ship To FELIX CONSTRUCTION CO FORT WORTH 1326 W INDUSTRIAL DR SCOTT COOLIDGE, AZ 85128 P.O. NO. TERMS PROJECT C.O.D. ITEM DESCRIPTION QTY COST TOTAL * This estimate does not include powerwashing after work is complete *Any and all items not expressly itemized in this estimate, if ordered, will be billable with or without a change order *All visits to jobs must overcome minimum charges or minimum rates will apply * Estimates do not include grade beams or voided floors unless otherwise stated *Associated Cutting, Inc., reserves all lien rights *This estimate is to become a part of any contract for this job and language in this document supercedes any language to the contrary in said contract * Bobcats are skid steers by definition and as such do leave tire marks behind, cleanup of tire marks is not included in this price * Customer is responsible for determining whether tax should be PLEASE CALL ANDY AT (214) 622-3101 WITH ANY QUESTIONS. THANK YOU TOTAL Page 2 ASSOCIATED CUTTING, INC. Estimate PO Box 541224 Dallas, Tx 75354-1224 DATE ESTIMATE# 214 350 4436 5/23/2017 69801 NAME/ADDRESS Ship To FELIX CONSTRUCTION CO FORT WORTH 1326 W INDUSTRIAL DR SCOTT COOLIDGE, AZ 85128 P.O. NO. TERMS PROJECT C.O.D. ITEM DESCRIPTION QTY COST TOTAL added to price during bidding process. Please verify and add tax if necessary * Lab testing and permits for concrete work is excluded from this estimate * This estimate assumes no cables in concrete or cables are to be scanned, located, and tension released by others * Concrete work is always estimated as place and finish only and as such does not include backfill unless otherwise stated * Concrete work does not include cutting of control joints or sealing of joints unless otherwise specified Approved: Title: Sales Tax 8.25% 358.88 PLEASE CALL ANDY AT (214) 622-3101 WITH ANY TOTAL QUESTIONS. THANK YOU $4,708.88 Page 3 Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all erformance and reporting requirement. Signature / =Gr,L, � �o� � Date OFFICIAL RECORD CITY SECRETARY FT.WORTH,TX.