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Home My WebLink AboutContract 40540-CO1CITY SECRETARY CONTRACT NO._ 4()S4-0-cc\ .. City of Fort Worth Change Order Request Po-10-0()0 !oof 17 Cha ng e Orde r No . Date TPW Project No . Fu nd ing (FAC ) C 295 541200 1 (one) 2/10/11 208110073980-00004868 Facility and Proje ct Descrip ti on City Sec retary Co ntract No . Fire Station 5 40540 ORIGINAL CONTRACT AMOUNT................................................................ $2,413 ,807 EXTRAS TO DATE .................................................................... . CREDITS TO DATE ................................................................... . $ 0 $ 0 CONTRACT COST TO DATE ................................................................................................. . AMOUNT OF PROPOSED CHANGE ORDER ........................................................................... . REVISED CONTRACT AMOUNT.. .......................................................................................... . ORIGINAL FUNDS AVAILABLE FOR CHANGE ORDERS ........................................................... . REMAINING FUNDS AVAILABLE FOR CHANGE ORDERS ........................................................ . $2,413 ,807 $ 14,166 $2,427,973 $ 150 ,000 $ 135,834 ADDITIONAL FUNDING (IF NECESSARY)................................................................................ 0 IN ACCORDANCE WITH THIS CHANGE ORDER, THE CONTRACTOR SHALL : Provide all labor and materials as per attached PCR 's : 1, 2 , 3 , 4 , 5 , 6 , and 7 as per the attached Proposed Change Requests . ADD $14 ,166 TOTAL ADD $ 14 ,166 65 day Contract Extens ion as per attached letter It is unders tood and agreed that th e acceptance of thi s Change Order by th e contractor constitutes an accord and sa ti sfaction and represents pa ym ent in full (both t im e and money) for a ll costs arising out o f, or in c id enta l to, th e above Change Order Cont racto r's Na me Imperial Construction , Inc. Original Contract Time Add itio nal Approved Time To Date Approved Contract Time To Date Additional Time For This Change Order 287cd O cd 287 cd 65 cd onstruction , Inc Da te Date :ZP,8/i Attested by: Co unci A ctio n (If Required ) D Approved D Di sapp ro ved D Other CD~~ Marty Hendrix,tySecretary Date 2/1~{,, Da te ~ ' (. ll Date 1/8/08 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX IMPERIAL construction inc. Jack Durham Senior Construction Manager T/PW Architectural Services Mr. Durham .. Imperial would like to request a time extension for the Fire Station #5 project. Oncor was unable to remove power lines off the property in a timely manner which delayed my ability to start the project. The original NTP was to be on July 26, 2010 and Imperial was unable to start until September 28, 2010. This is a total of 65 calendar days. At this time Imperial would like to request that the contract time be extended by 65 calendar days. Respectfully, POST OFFICE BO X 967 * WEATHERFORD, TX 76086 * 817-341-8886 * FAX (817) 341-0191 ·-TO:-City of Fort Worth 11/5/2010 JOB NAME: Fort Worth Fire Statiort#5 DATE ATIENTION : Jack Durham The following is a detailed cost breakdown , including both materials & labor , for all additions to and / or deductions from the contract sum . CONTRACTOR'S CHANGE PROPOSAL 10-0413 PROJECT NO. SCOPE: ) install 1 juction box with 1" conduit to telco room . One duplex receptical at east wall 1 of apparatus bay Install 2 telephone outlets with 1" conduit. All phone conduits will be CHANGE changed to 1" in entire building as well PROPOSAL NO . ------------------------------------- 1. LABOR LABOR CATEGORY SUPERVISION CARPENTER LABORER NUMBER RATE MAN HOURS PER HOUR 0 $ 59.00 0 $ 37 .00 0 $ 24.00 0 $ LABOR SUB TOT AL LABOR BURDEN TOT AL ITEM 1 : 2. MATERIALS/ EQUIPMENT RENTALS DESCRIPTION QUANTITY 3. SUBCONTRACTS SUBCONTRACTOR JRB electric DESCRIPTION work as per CPR #1 4 . SUBTOTAL WITHOUT MARKUP (ITEMS 1, 2, & 3) 5 . G & A OVERHEAD 6 . SUBTOTAL INCLUDING OVERHEAD 7. PROFIT 8. SUBTOTAL INCLUDING OVERHEAD AND PROFIT 9 .PERFORMANCEANDPAYMENTBOND 10. SALES TAX UNIT PRICE TOTAL ITEM 2 : TOTAL ITEM 3 : 11. TOTAL (ADDITION/ DEDUCTION ) TO CONTRACT SUM IF ACCEPTED 10% 5% 2.50% 0.00% COST $ - $ - $ - $ - $ - $ - $ - ~ cr::::=d $ 3,372.00 $ - $ - $ - $ - $ - $ 3,372.00 $ 3,372 .00 $ 337 .20 $ 3,709.20 $ 185.46 $ 3,894.66 $ 97 .37 $ - I$ 3,992.00 I REQUEST IS MADE FOR ADDITION OF 0 CALENDAR DAYS TO THE CONTRACT PERIOD ------- The above proposal is subbmitted for your consideration. The undersigned contractor understands and agrees that this proposal is validated only by the Owners signature. Jimmy 'Tufey Jimmy Tuley Project Manager ICI (Imperial Construction, Inc) NAME OF CONTRACTING FIRM This change proposal for subject work requires your approval by ( ). A delinquent response will accrue additional cost that is not included in this original change order price . Each day beyond the required date additional items will be added to the change proposal to reflect the acrued change . This will be determined after your authorization is finally received. Accordingly , upon receipt of your approval , all cost resulting from these additional factors will be submitted to correct the final change order price . Change Order Approval by Owner I Architect Date .. - JRB ELECTRIC, INC. Corporate Office PO Box 2429 Pottsboro, Texas 75076 PH : 903-786-5840 FX : 903-786-5842 August 17, 2010 Jimmy Tuley Imperial Construction Weatherford, Texas PH: 817-341-8886 Reference: City of Ft Worth Fire Station #5 850 Irma Street Fort Worth, Texas 76104 Work Change proposal request #001 Inclusions: One junction box with 1 " conduit to the telecom room One duplex receptacle at east wall of the apparatus bay Sales Office 3611 W. Pioneer Pkwy, Suite H Pantego, Texas 76013 PH : 817-538-8954 Email : Jack@JRBElectric.net Two telephone outlets with 1 " conduit at east wall of the apparatus bay Per sheet SE3, changes the conduit at ALL telephone outlets from ~" to 1 " Total Cost: Price is valid for 30 days Jack Burcie Estimator 817-538-8954 Email: Jack@JRBElectric.net $3,372.00 .,. 1 .__,: City of Fort Worth 12/7/2010 JOB NAME: Fort Worth Fire Station #5 DATE ATIENTION : Jack Durham The following is a detailed cost breakdown , including both materials & labor, for all additions to and / or deductions from the contract sum . I SCOPE :il add 2 return air grills CONTRACTOR'S CHANGE PROPOSAL 10-0413 PROJECT NO . 2 -----------------------------------' CHANGE PROPOSAL NO. 1. LABOR NUMBER RATE LABOR CATEGORY SUPERVISION CARPENTER LABORER MAN HOURS PER HOUR COST 2. MATERIALS/ EQUIPMENT RENTALS DESCRIPTION QUANTITY 0 $ 59.00 0 $ 37 .00 0 $ 24.00 0 $ LABOR SUB TOTAL LABOR BURDEN TOT AL ITEM 1 : UNIT PRICE TOTAL ITEM 2: $ - $ - $ - $ - $ - $ - $ - E===3 n:::=:d 3. SUBCONTRACTS SUBCONTRACTOR Suburban DESCRIPTION work as per CPR #2 $ 272 .25 $ - $ - $ - $ - $ - TOT AL ITEM 3 : $ 272.25 4. SUBTOTAL WITHOUT MARKUP (ITEMS 1, 2 , & 3) $ 272 .25 5. G & A OVERHEAD 10% $ 27 .23 6 . SUBTOTAL INCLUDING OVERHEAD $ 299.48 7. PROFIT 5% $ 14.97 8 . SUBTOTAL INCLUDING OVERHEAD AND PROFIT $ 314.45 9 . PERFORMANCE AND PAYMENT BOND 2.50% $ 7 .86 10 . SALES TAX 0.00% $ - 11 . TOTAL (ADDITION/ DEDUCTION) TO CONTRACT SUM IF ACCEPTED I$ 322.00 I REQUEST IS MADE FOR ADDITION OF 0 CALENDAR DAYS TO THE CONTRACT PERIOD ------- The above proposal is subbmitted for your consideration . The undersigned contractor understands and agrees that this proposal is validated only by the Owners signature. Jimmy 'l'u (ey Jimmy Tuley Project Manager ICI (Imperial Construction, Inc) NAME OF CONTRACTING FIRM Change Order Approval by Owner I Architect This change proposal for subject work requires your approval by ( ). A delinquent response will accrue add itional cost that is not included in this original change order price . Each day beyond the required date add itiona l items will be added to the change proposal to reflect the acrued change . Th is will be determined after your authorization is finally received . Accordingly , upon rece ipt of your approval , all cost resulting from these add itional factors will be submitted to correct the final change order price . Date --. -~ ,; Heating & Air Conditioning Company 3918 Peachtree Street• Dallas, Texas 7522.7 (214) 381-1127 • answered 24 hours FAX (214) 381-1184 August 9, 2010 Imperial Construction Inc 193 Coy Road Weatherford, TX 76087 Attn: Freddie Voyles Re: FW: FS-5-PR2 Dated July 20, 201 O ,,,,,,,. Per your request Suburban Heating & Air Conditioning Co. proposes to provide and install the following per proposal request #002. 1. 1 -Supply air grille 6" round 2. 1 -Return air grille 3 . 1 -Dryer vent duct connection as detailed sheet M2-.01 revised 4/26/10 Equipment Material Labor 10% Overhead 10% Profit Cost for PR#003 85 .00 60.00 80.00 22.50 24.75 $272.25 TACLA 001637C, Regulated by The Texas Department of Licensing & Regulation P.O. Box 12157. Aust in, Texas 78711, 1-800-803-9202, 512-463-6599 TO: City of Fort Worth 8/10/2010 JOB NAME: Fort Worth Fire Station'#5 DATE ATIENTION: Jack Durham The following is a detailed cost breakdown , including both materials & labor , for all additions to and I or deductions from the contract sum. SCOPE:l Pay cost associated with moving Charter's cable lines off of property CONTRACTOR'S CHANGE PROPOSAL 10-0413 PROJECT NO. 3 CHANGE PROPOSAL NO . ..._ ________________________________ ___. 1. LABOR NUMBER RATE LABOR CATEGORY SUPERVISION CARPENTER LABORER MAN HOURS PER HOUR 2. MATERIALS/ EQUIPMENT RENTALS DESCRIPTION QUANTITY 0 $ 59 .00 0 $ 37 .00 0 $ 24.00 0 $ LABOR SUB TOTAL LABOR BURDEN TOTAL ITEM 1 : UNIT PRICE TOTAL ITEM 2 : 3. SUBCONTRACTS SUBCONTRACTOR Charter DESCRIPTION relocater cable TOT AL ITEM 3 : 4. SUBTOTAL WITHOUT MARKUP {ITEMS 1, 2 , & 3) 5 . G & A OVERHEAD 6 . SUBTOTAL INCLUDING OVERHEAD 7 . PROFIT 8. SUBTOTAL INCLUDING OVERHEAD AND PROFIT 9 . PERFORMANCE AND PAYMENT BOND 10 . SALES TAX 11. TOTAL (ADDITION/ DEDUCTION ) TO CONTRACT SUM IF ACCEPTED COST $ - $ - $ - $ - $ - $ - $ - $ 1,030.60 $ - $ - $ - $ - $ - $ 1,030.60 $ 1,030.60 10% $ 103.06 $ 1,133.66 5% $ 56.68 $ 1,190 .34 2 .50% $ 29.76 0.00% $ - I$ 1,220.00 I REQUEST IS MADE FOR ADDITION OF CALENDAR DAYS TO THE CONTRACT PERIOD ------- The above proposal is subbmitted for your consideration . The undersigned contractor understands and agrees that this proposal is validated only by the Owners signature. Jimmy 'Tufey Jimmy Tuley Project Manager ICI (Imperial Construction, Inc) NAME OF CONTRACTING FIRM This change proposal for subject work requires your approval by ( ). A delinquent response will accrue additional cost that is not included in this original change order price . Each day beyond the required date additional items will be added to the change proposal to reflect the acrued change . This will be determined after your authorization is finally received . Accordingly , upon receipt of your approval , all cost resulting from these additional factors will be submitted to correct the final change order price. Change Order Approval by Owner I Architect Date .... ' ... Charter Communications 15100 Trinity Blvd. Suite 500 Fort Worth, TX . 76155 817.298.3632 fax 817 358.7500 Customer Name City Of Fort Worth Fire Dept Address 850 Irma St Invoice No. INVOICE ~ 3/10/2010 Project 454 City Fort Worth State TX ZIP ____ _ Date Order No. Rep Phone Freddie Royles Contractor 817-781-7013 FOB Qty Description Unit Price TOTAL 1 Wreck out 80' of Cable and strand and 1 anchor $1,030.60 $1 ,030 .60 Set 1 new anchor * Please send check to above address * Attention : Construction Dept. -Greg Piatt Received Payment: Check Number: Subtotal $1,030.60 Payment Details Sh ipping & Handling 0 Cash Taxes State @ Check 0 Credit Card TOTAL $1,030.60 Name -------------CC#~~~~~~~~~~- Expires _____ _ IOffice Use Only TO: City of Fort Worth JOB NAME : Fort Worth Fire Statiort #5 ATIENTION : Jack Durham 2/10/2011 DATE The following is a detailed cost breakdown , including both materials & labor, for all additions to and / or deductions from the contract sum . SCOPE: install transitional slab between paving and suspended apparatus bay . 1. LABOR NUMBER RATE LABOR CATEGORY SUPERVISION CARPENTER LABORER MAN HOURS PER HOUR 2. MATERIALS/ EQUIPMENT RENTALS DESCRIPTION QUANTITY 0 $ 59 .00 0 $ 37 .00 0 $ 24 .00 0 $ LABOR SUB TOTAL LABOR BURDEN TOT AL ITEM 1 : UNIT PRICE TOT AL ITEM 2 : 3. SUBCONTRACTS SUBCONTRACTOR Consys DESCRIPTION transitional slab per CPR 4 TOTALITEM 3 : 4 . SUBTOTAL WITHOUT MARKUP (ITEMS 1, 2 , & 3) 5 . G & A OVERHEAD 6 . SUBTOTAL INCLUDING OVERHEAD 7. PROFIT 8 . SUBTOTAL INCLUDING OVERHEAD AND PROFIT 9 . PERFORMANCE AND PAYMENT BOND 10 . SALES TAX 11. TOTAL (ADDITION/ DEDUCTION ) TO CONTRACT SUM IF ACCEPTED CONTRACTOR'S CHANGE PROPOSAL 10% 5% 2.50% 0.00% 10-0413 PROJECT NO. 4 Revised-2 CHANGE PROPOSAL NO. COST $ - $ - $ - $ - $ - $ - $ - E===3 c:::d $ 4,714.07 $ - $ - $ - $ - $ - $ 4,714.07 $ 4 ,714.07 $ 471.41 $ 5,185.48 $ 259 .27 $ 5,444.75 $ 136.12 $ - I$ s,sa1.oo I REQUEST IS MADE FOR ADDITION OF 0 CALENDAR DAYS TO THE CONTRACT PERIOD ------- The above proposal is subbmitted for your consideration. The undersigned contractor understands and agrees that this proposal is validated only by the Owners signature . Jimmy 'Tufey Jimmy Tuley Project Manager ICI (Imperial Construction, Inc) NAME OF CONTRACTING FIRM Change Order Approval by Owner/ Architect This change proposal for subject work requires your approval by ( ). A delinquent response will accrue additional cost that is not included in this original change order price. Each day beyond the required date additional items will be added to the change proposal to reflect the acrued change . This will be determined after your authorization is finally received . Accordingly, upon receipt of your approval , all cost resulting from these additional factors will be submitted to correct the final change order price. Date 11010Switzer A venue, Suite 104 Dallas, Texas 75238 Work performed by : ( ) General Cont ractor (X) Subcontractor ConSys Concrete Corp.'s Proposal Number P-001 T ime Extension (I f an.v.>.: _______ n.o.ne ____ _ phone 214 • 349 • 3782 fax 214 • 349 • 4084 www.consysconcrete.com PROPOSAL PROJECT : Fire Station No . 5 CONT RACT OR : Imperial construction PCO # PR # AS I# Description of Change : Addiitional slab and rade be am er PR 4 -All rebar fro m ori ianl bid is alrea d on site and there will not be a crei dt for an re ar . ADDITIONS AND/OR [CREDITS] ~A I 1;1•~,n .. .JN A B C D IE 1uescr1pt1on uuant1tv unit iota Matena1 Laoor i::aUID . :SUDCOn. :storaae ,1.mermtenaent 1 IS :li/0,l.ut i raae Beams o rmmo 1:.-• so ft l·IH ,.,ace ana i-m1sn 11 II ~ ·"' t:xcavaung ana isacKrn11ng 11:, II ~-1'14 .Ul 1,;oncrete ;:, yuS ~11 .:>u Pumc 1 s 5161.uu ,::aUIDment , s ~~I .UL ,..,ab 1:, mil permmator 1 roll 11.uu vo1a isoxes ana 1,;over ::meet fj~ san. ... 1"1ace ana F1ms11 n, san "'""' .IH Concrete 1 ~ns :Ii( .!>l l'UmD , s .. .,, ... t-nUIDment , s 5117.u t Rebar .11r1r1 Add1t1onal Rebar tor enti re cnanae 1 ..... IDS S0 .4U .. uunona, Lacor ,or reaa r ""''" IDS :i,u.ut ueauct t'avmg ... oncrete •ID •aS "'°°·"" l"1ace ana i-m1sn -u .. , sqn ·Sl5ti.uu i-ormma •D,,_ san ... :,J.UU cau1pment l s -~!f"~.uu ::,uat ota1s Line En ter total of Columns A+B +C+D+E Line II En ter% o f Col B for Workman's Comp., Social Security, and like t axes Line Ill Benefits and Vacat ion/Holiday Line IV Overhead Line V Total Line I t hru IV Line VI Fee /Profit Line VII Bond Cost s Line VIII Total SIGNATURE : :Me(issa 'We stmore(aruf ConSys Concrete Co rp . 3t1~.lJI "'"'"'·:,u i.:..i ·:,.1u lto'I ,',l0 Ul ~1 fb.l.ft s· ,,._ .... S6n .... -~l ,:>!t.>.U\J "ill' ,.uu ~,,.,.,,.o~ Rates% 40.98 0.00 5.00 5.00 0 .00 DATE: :,,o,ru ... :li~l2.IH S l 9U.u, :jil<t4.U\J ~::,J.Ul 51131 S lJ9. 5109.lH :Ii i"·"' ~I US • .x, ·SlZ"J.uu ... ,,.uu -~:>:J.lAJ ~,,..,,u • .,., ~l:),l.U\J J anuary 2 1, 20 11 Slbl.uu 5 185.lH. ......... uu $3 ,632.18 $643.62 $0.00 $213.79 $4.489.59 $224.48 $0.00 $4,714.07 :i,u.uu • TO : City of Fort Worth JOB NAME : Fort Worth Fire Station #5 ATIENTION : Jack Durham 12/1/2010 DATE The following is a deta iled cost breakdown , inclu ding bot h mater ials & labor , fo r all add it ions to and / or deductions from the contract sum . SCOPE:J Credit to Owne r for TVSS Substitution CONTRACTOR'S CHANGE PROPOSAL 10-0413 PROJECT NO. 5 CHANGE PROPOSAL NO . --------------------------------- 1 . LABOR NUMBER RATE LABOR CATEGORY SUPERVISION CARPENTER LABORER MAN HOURS PER HOUR COST 2 . MATERIALS/ EQUIPMENT RENTALS DESCRIPTION QUANTITY 0 $ 59.00 0 $ 37.00 0 $ 24.00 0 $ LABOR SUB TOT AL LABOR BURDE N TOT AL ITEM 1 : UN IT PRICE TOT AL ITEM 2 : $ - $ - $ - $ . $ - $ - $ . ~ rr::::::=] 3. SUBCONTRACTS SUBCONTRACTOR JRB Electric DESCRIPTION Credit to Owner for TVSS Substitutio n $ (1 ,800 .00' $ - $ - $ - $ - $ - TOTAL ITEM 3: $ (1 ,800 .00) 4 . SUBTOTAL WITHOUT MARKUP (ITEMS 1, 2 , & 3) $ (1,800 .00' 5 . G & A OVERHEAD 10% $ - 6 . SUBTOTAL INCLUDING OVERHEAD $ · (1 ,800.00 7 . PROFIT 5% $ - 8 . SUBTOTAL INCLUDING OVERHEAD AND PROFIT $ (1 ,800 .00' 9 . PERFORMANCE AND PAYMENT BOND 2 .50% $ . 10 . SALES TAX 0 .00% $ . 11 . T OTAL (ADDITION/ DEDUCTION) TO CONTRACT SUM IF ACCEPTED IS (1,soo.oo)I REQUEST IS MADE FOR ADDITION OF 0 CALENDAR DAYS TO THE CONTRACT PERIOD ------- The above proposa l is subbmitted for your consideration . The undersigned contractor understands and agrees that this proposal is validated only by the Owners signature . Jimmy 'Tufey Jimmy Tuley Project Manager ICI (Imperial Construction, Inc) NAME OF CONTRACTING FIRM Change Order Approval by Owner/ Architect This change proposa l for subject work requires your approva l by ( ). A del inquent response will accrue add iti onal cos t that is not included in this or igina l change order price . Each day beyond the required date add itional items will be added to the change proposa l to reflect the acrued change . This wi ll be determ ined after your authorization is fin ally rece ived . Accord in gly , upon receipt of you r approval , all cost resulting from these addit iona l factors will be subm itted to correct the fina l change order price . Date TO: City of Fort Worth JOB NAME: Fort Worth Fire Station #5 ATIENTION: Jack Durham 12/7/2010 DATE The following is a detailed cost breakdown , including both materials & labor , for all additions to and / or deductions from the contract sum . st:OF>E:) Pay Oncor to relocate power pole in drive CONTRACTOR'S CHANGE PROPOSAL 10-0413 PROJECT NO . 6 CHANGE PROPOSAL NO . _________________________________ _.. 1. LABOR NUMBER RATE LABOR CATEGORY SUPERVISION CARPENTER LABORER MAN HOURS PER HOUR 2. MATERIALS/ EQUIPMENT RENTALS DESCRIPTION QUANTITY 0 $ 59 .00 0 $ 37 .00 0 $ 24.00 0 $ LABOR SUB TOTAL LABOR BURDEN TOTAL ITEM 1 : UNIT PRICE TOTAL ITEM 2 : 3. SUBCONTRACTS SUBCONTRACTOR Oncor DESCRIPTION Relocate power pole TOTAL ITEM 3 : 4. SUBTOTAL WITHOUT MARKUP (ITEMS 1, 2 , & 3) 5. G & A OVERHEAD 6. SUBTOTAL INCLUDING OVERHEAD 7. PROFIT 8 . SUBTOTAL INCLUDING OVERHEAD AND PROFIT 9 . PERFORMANCE AND PAYMENT BOND 10. SALES TAX 11. TOTAL (ADDITION/ DEDUCTION) TO CONTRACT SUM IF ACCEPTED COST $ . $ . $ . $ - $ - $ - $ . $ 6,146.74 $ - $ - $ - $ - $ - $ 6,146.74 $ 6,146.74 10% $ 614.67 $ 6,761.41 5% $ 338.07 $ 7 ,099.48 2 .50% $ 177.49 0.00% $ - I$ 1,211.00 I REQUEST IS MADE FOR ADDITION OF CALENDAR DAYS TO THE CONTRACT PERIOD The above proposal is subbmitted for your consideration . The undersigned contractor understands and agrees that this proposal is validated only by the Owners signature . Jimmy 'Tufey Jimmy Tuley Project Manager ICI (Imperial Construction, Inc) NAME OF CONTRACTING FIRM This change proposal for subject work requires your approval by ( ). A delinquent response will accrue additional cost that is not included in this original change order price . Each day beyond the required date additional items will be added to the change proposal to reflect the acrued change . This will be determined after your authorization is finally received . Accordingly , upon receipt of your approval , all cost resulting from these additional factors will be submitted to correct the final change order price . Change Order Approval by Owner/ Architect Date ... 6.3 Agreements and Forms Applicable : Entire Certified Service Area Effective Date : January 1. 2002 Tarriff for Retail Delivery Service Oncor Electric Delivery Company 6.3.4 Discretionary Service Agreement Reyjsjon : Original WR Number 3114088 Transaction ID 23628 This Discretionary Service Agreement ("Agreement") is made and entered into this 1st day of December. 2010. by Oncor Electric Delivery Company LLC. a Delaware limited liability company . and Imperial Construction ("Customer"), a Corporation , each hereinafter sometimes referred to individually as "Party" or both referred to collectively as the "Parties". In consideration of the mutual covenants set forth here in. the Parties agree as follows : 1 . Discretionary Services to be Provided -Company agrees to provide , and Customer agrees to pay for , the following discretionary services in accordance with this Agreement. DD2 -FACILIIIES REl;OCATIONlREMOVAL CHARGE relocation of exiting pole to tlje east at 850 Irma st ft Worth Texas as requested by customer. Total cost for request : s 6 146.74 . Cost is good for 30 days from this agrtrement date 2 . Nature of Service and Company's Retail Delivery Service Tariff -Any discretionary services covered by this Agreement wi ll be provided by Company, and accepted by Customer, in accordance w ith applicable Public Utility Commission of Texas ("PUCT ") Substantive Rules and Company's Tariff fo r Retail Delivery Service (including the Service Regu lations contained therein), as it may from time to time be fixed and approved by the PUCT ("Company's Retail Delivery Ta riff'). During the term of this Agreement , Company is entitled to discontinue serv ice , interrupt service, or refuse service initiation requests under this Agreement in accordance with applicable PUCT Substantive Rules and Company 's Retail Delivery Tariff. Company 's Retail Delivery Tariff is part of this Agreement to the same extent as if fully set out herein . Unless otherwise expressly stated in this Agreement , the terms used herein have the meanings ascribed thereto in Company's Retail Delivery Tariff. 3. Discretionary Service Charges -Charges for any discretionary services covered by this Agreement are determined in accordance with Company's Retail Delivery Tariff. Company and Customer agree to comply with PUCT or court orders concerning discretionary service charges . 4 . Term and Termination --Th is Agreement becomes effective upon Agreement excutjon with payment and continues in effect until completion of construtjon . Termination of this Agreement does not relieve Company or Customer of any obligation accrued or accru ing prior to termination . 5 . No Other Obligations --This Agreement does not obligate Company to provide , or entitle Customer to receive, any service not expressly provided for herein . Customer is respons ible for making the arrangements necessary for it to receive any further services that it may desire from Company or any third party . 6 . Governing Law and Regulatory Authority -This Agreement was executed in the State of Texas and must in all respects be governed by, interpreted, construed, and enforced in accordance with the laws thereof. This Agreement is subject to all valid, appl icable federal , state, and local laws . ordinances , and rules and regulations of duly constituted regulatory authorities having jurisdiction . 7. Amendment -This Agreement may be amended only upon mutual agreement of the Parties , which amendment wil l not be effective until reduced to writing and executed by the Parties . But changes to applicable PUCT Substantive Rules and Company 's Retail Delivery Tariff are applicable to this Agreement upon their effective date and do not require an amendment of this Agreement. 8 . Entirety of Agreement and Prior Agreements Superseded --This Agreement, including all attached Exhibits , which are expressly made a part hereof for all purposes . constitutes the entire agreement and understanding between the Parties with regard to the service(s) expressly provided for in this Agreement. The Parties are not bound by or liable for any statement. representation. promise , inducement, understand i ng . or undertaking of any kind or nature (whether written or oral) with regard to the subject matter hereof not set forth or provided for herein . This Agreement replaces all prior agreements and undertakings, oral or written. between the Parties with regard to the subject matter hereof, including w ithout lim itation any previous cost , and all such agreements and undertakings are agreed by the Parties to no longer be of any force or effect. It is expressly acknowledged that the Parties may have other agreements covering other services not expressly provided for herein . which agreements are unaffected by this Agreement. 9 . Notices -Notices given under this Agreement are deemed to have been duly delivered if hand delivered or sent by United States certified mail, return receipt requested . postage prepaid . to : (a) lfto Company: Oncor Electric Delivery Attn: Chad Dyer 7860 Winbrook Dr ive Benbrook . Texas 76126 (b) If to Customer: Imperial Construction P.O . Box 967 Weatherford, Texas 76086 The above-listed names, titles , and addresses of either Party may be changed by written notification to the other. 10 . Invoicing and Payment -Invoices for any discretionary services covered by this Agreement will be mailed by Company to the following address (or such other address directed in writing by Customer), unless Customer is capable of receiving electron ic invoi cing from Company , in wh ich case Company is entitled to transm it electronic invoices to Customer. Imperial Construction P.O . Box 967 Weatherford , Texas 76086 If Company transmits electron ic invoices to Customer, Customer must make payment to Company by electronic funds transfer . Electronic invoicing and payment by electronic funds transfer w ill be conducted in accordance with Company's standard procedures . Company must receive payment by the due date specified on the invoice . If payment is not received by the Company by the due date shown on the invoice, a late fee will be calculated and added to the unpaid balance until the entire invoice is paid . The late fee will be 5% of the unpaid balance per invoice period . 11 . No Waiver --The failure of a Party to this Agreement to insist, on any occasion , upon strict performance of any provis ion of this Agreement will not be considered to waive the obligations , rights , or duties imposed upon the Parties . 12. Taxes --All present or future federal , state , mun icipal, or other lawful taxes (other than federal income taxes) appli cable by reason of any service performed by Company , or any compensat ion pa id to Company , hereunder must be paid by Customer . 13 . Headings --The descriptive headings of the various articles and sections of this Agreement have been inserted for convenience of reference only and are to be afforded no significance in the interpretation or construction of this Agreement. 14 . Multiple Counterparts -This Agreement may be executed in two or more counterparts, each of which is deemed an original but all constitute one and the same instrument. 15 . Other Terms and Conditions - (i) Customer has disclosed to Company all underground fac ilities owned by Customer or any other party that is not a publ ic utility or governmental entity, that are located within real property owned by Customer. In the event that Customer has failed to do so , or in the event of the existence of such facilities of which customer has no knowledge , Company, its agents and contractors, shall have no liability, of any nature, whatsoever, to Customer, or Customer's agents or assignees , for any actual or consequential damages resulting from damage to such undisclosed or unknown facilities . (ii) IN WITNESS WHEREOF, the Parties have caused this Agreement to be sign by their respective duly authorized representatives . Oncer Electric Delivery Imperial Construction Printed Name Printed Name Signature Signature Title Title Date Date Page 1 of2 Jimmy Tuley -------·-----------·---------------·--------- From : Sent: To: Cc : Subject: Fredd ie Voyles Wednesday, December 01 , 2010 11 :16 AM Jimmy Tuley Holly Donaldson FW: F .S. #5 Power pole relocate Attachments: 850 Irma relocate.pdf Jimmy, Here is the cost for power pole relocate . From: Chad.Dyer@oncor.com [Chad.Dyer@oncor.com] Sent: Wednesday, December 01, 2010 10:49 AM To: Freddie Voyles Subject: RE: F.S. #5 Power pole relocate P lease sign and return to me with Check. Thanks THE M OST EFFECTIVE SAFETY TOOL IS ORGANIZATION HA~ Chad Dyer 7860 Winbrook Dr Benbrook, TX, 76126 Office (817) 443-3425 Fax (817) 443-3451 ________ ,_ ----------------------------- From: Freddie Voyles [mailto:FVoyles@imperial-construction.com] Sent: Wednesday, December 01, 2010 7:45 AM To: Dyer, Chad Subject: RE: F.S. #5 Power pole relocate Imperial Construction PO Box 967 Weatherford, TX . 76086 From: Chad.Dyer@oncor.com [Chad.Dyer@oncor.com] 12/7/2010 Sent: Tuesday, November 30, 2010 4:00 PM To: Freddie Voyles Subject: RE: F.S. #5 Power pole relocate I need the address and title and so on. Please Chad Dyer 7860 Winbrook Dr Benbrook, TX, 76126 Office (817) 443-3425 Fax (817) 443-3451 Page 2 of2 ---· --------------------------------------- From: Freddie Voyles [mailto:FVoyles@imperial-construction.com] Sent: Tuesday, November 30, 2010 3:59 PM To: Dyer, Chad Subject: F.S. #5 Power pole relocate Chad, Send CPR to jtuley@imperial-construction.com Thanks Confidentiality Notice: This email message, including any attachments, contains or may contain confidential information intended only for the addressee. If you are not an intended recipient of this message, be advised that any reading, dissemination, forwarding, printing, copying or other use of this message or its attachments is strictly prohibited. If you have received this message in error, please notify the sender immediately by reply message and delete this email message and any attachments from your system. Confidentiality Notice: This email message, including any attachments, contains or may contain confidential information intended only for the addressee. If you are not an intended recipient of this message, be advised that any reading, dissemination , forwarding, printing, copying or other use of this message or its attachments is strictly prohibited. If you have received this message in error, please notify the sender immediately by reply message and delete this email message and any attachments from your system . 12/7/2010 TO : City of Fort Worth 1/17/2011 JOB NAME: Fort Worth Fire Station ·#S DATE ATTENTION: Jack Durham The following is a detailed cost breakdown , including both materials & labor, for all additions to and I or deductions from the contract sum . SCOPE:1 Pier Reconciliation CONTRACTOR'S CHANGE PROPOSAL 10-0413 PROJECT NO. 7 CHANGE PROPOSAL NO. ------------------------------------ 1. LABOR LABOR CATEGORY SUPERVISION CARPENTER LABORER NUMBER RATE MAN HOURS PER HOUR 0 $ 59.00 0 $ 37.00 0 $ 24.00 0 $ LABOR SUB TOTAL LABOR BURDEN TOT AL ITEM 1 : 2. MATERIALS/ EQUIPMENT RENTALS DESCRIPTION QUANTITY UNIT PRICE TOTAL ITEM 2 : DESCRIPTION 3. SUBCONTRACTS SUBCONTRACTOR ICI / Consys 17 .00 LF credit back to owner for piers not drilled to bid depth . 142 .7 LF not drilled TOTAL ITEM 3: 4 . SUBTOTAL WITHOUT MARKUP (ITEMS 1, 2 , & 3) 5. G & A OVERHEAD 6. SUBTOTAL INCLUDING OVERHEAD 7. PROFIT 8. SUBTOTAL INCLUDING OVERHEAD AND PROFIT 9 . PERFORMANCE AND PAYMENT BOND 10 . SALES TAX 11 . TOTAL (ADDITION/ DEDUCTION) TO CONTRACT SUM IF ACCEPTED 0% 0% 0 .00% 0.00% COST $ - $ - $ - $ - $ - $ - $ - E====3 ~ $ (2,425.90) $ - $ - $ - $ - $ - $ (2,425.90) $ (2,425 .90 $ - $ (2,425 .90' $ - $ (2 ,425 .90 $ - $ - I$ 2,42s.oo I REQUEST IS MADE FOR ADDITION OF 0 CALENDAR DAYS TO THE CONTRACT PERIOD ------- The above proposal is subbmitted for your consideration . The undersigned contractor understands and agrees that this proposal is validated only by the Owners signature . Jimmy'I'u{ey Jimmy Tuley Project Manager ICI (Imperial Construction, Inc) NAME OF CONTRACTING FIRM Change Order Approval by Owner/ Architect This change proposal for subject work requires your approval by ( ). A delinquent response will accrue additional cost that is not included in this original change order price. Each day beyond the required date additional items will be added to the change proposal to reflect the acrued change . This will be determined after your authorization is finally received . Accordingly, upon receipt of your approval , all cost resulting from these additional factors will be submitted to correct the final change order price. Date A B C D MAS-TEK ENGINEERING & ASSOCIATES DRILLED PIER INSPECT ION REPORT CLIENT : C ity of Ft. Wo rth, T PW PROJECT: F ir e Stati o n #5 INSPECTOR: REPORT NO.: 17-09 7-002 DRILLING COMPA NY: REPORT DA T E: 10/19/10 P ie r Location (col umn Lin e) M .1 / 19 C.2 I 18 F.2 / 18 Mas -Tek Pi er# 66 57 58 Design Shaft Di ameter (i nches) 18" 18" 18" Design Penetrati on (feet) 6' 6' 6 ' Des ign E levat ion o f T o p of P ie r (feet) 96 .33' 96 .92 ' 96 .92 ' Actua l Shaft Diam eter (in ches) 18" 22 " 18" Depth to Bearing Stratu m -( Hard Gray unweath ered Limestone (feet) 15.0 14 .67' 14 .59 ' Req u ired Pi er Depth d ue to Bea r in g Stratum (feet) 21 .0 20.67' 20.59 ' Actual De pth to P ier Bottom (feet) 22 .08 ' 21 .0 20 .75 ' Act ua l Pi er P enetration (fee t) 7.08' 6 .33 ' 6.17' Pier Plum b wi th in Spec ifi cation (Yes/No) Yes Yes Yes Casing Requ ired (Yes/No) No No No Wate r P rese nt in Bottom of P ier Hole at T ime of Concrete P lacement (Yes/N o) No No No Pier Bottom C lean (Yes/No) Yes Yes Yes Vertical Bars (No. & Size) 6#7 6#7 6#7 Horizontal Ties (S ize & Sp ac in g) #3 (@ 12's #3 (@ 12's #3 (@ 12's Reb ar Cage D ia meter (i nch es) 12" 12 " 12 " Len gth of Re bar Cage 20 .75' 20 .25' 19 .67' Concr ete Pl aced with a Tremie? (Yes/No) Yes Yes Yes REMARK S: Page I of2 D . Cotton E.P . Drill ing M.1 / 18 H.1 / 19 61 64 18 " 18" 6' 6 ' 96 .92 ' 96 .33 ' 18" 18" 15 .33' 15.50' 21 .33' 21 .50 ' 21 .59' 22 .33 ' 6 .25 ' 6 .83' Yes Yes No No No No Yes Yes 6#7 6#7 #3(@ 12's #3@ 12's 12 " 12" 20.50' 20 .0' Yes Yes A B C D MAS-TEK ENGINEERING & ASSOCIATES DRILLED PIER INSPECTION REPORT CLIENT: City of Ft. Worth , TPW PROJECT: Fire Station #5 INSPECTOR: REPORT NO.: 17-097-002 DRILLING COMPANY: REPORT DA TE: 10/19/10 Pier Location (column Line) J .9/19 H .1 / 18 Mas-Tek Pier# 65 59 Design Shaft Diameter (inches) 18" 18" Design Penetration (feet) 6' 6' Design Elevation of Top of Pier (feet) 96.33' 96.92' Actual Shaft Diameter (inches) 18" 18" Depth to Bearing Stratum -( Hard Gray unweathered Limestone (feet) 15 .33' 16.0' Required Pier Depth due to Bearing Stratum (feet) 21 .33' 22 .0' Actual Depth to Pier Bottom (feet) 22.25' 22.17' Actual Pier Penetration (feet) 6.92' 6 .17' Pier Plumb within Specification (Yes/No) Yes Yes Casing Required (Yes/No) No No Water Presen t in Bottom of Pier Hole at Time of Concrete Placement (Yes/No) No No Pier Bottom Clean (Yes/No) Yes Yes Vertical Bars (No . & Size) 6#7 6#7 Horizontal Ties (Size & Spacing) #3@ 12's #3@ 12's Rebar Cage Diameter (inches) 12" 12" Length of Rebar Cage 21.01' 20 .0' Concrete Placed with a Tremie? (Yes/No) Yes Yes REMARKS: D. Cotton E.P. Drilling Aaron Cotton, Jr. Project Manager Page 2 of2 A B C D MAS-TEK E NGINEERING & A SSOCIATES DRILLED PIER IN S PECTION REPORT CLI ENT : Ci ty of Ft. Worth, T PW PROJ ECT: Fire Stat ion #5 IN S P ECTOR: REPORT NO.: 17-097 -004 DRILLI NG CO M PAN Y: REPORT DAT E: 10/20/10 Pier Location (co lumn L ine) H-4 H-8 H-12 Mas -Tek Pi er# 10 24 36 Design Shaft D iameter (i nches) 18" 18 " 18 " Design Penetration (feet) 6' 6 ' 6 ' Design Elevation of To p of P ier (feet) 99 .0' 99 .0 ' 99 .0' Actu al Shaft Diameter (i nches) 18 " 18" 18 " Depth to Bear ing Strat um -( Hard G ray unweathered Limestone (feet) 13 .67' 14 .25' 15.33' Required Pier Depth due to Bearing Stratum (feet) 19.67' 20 .25 ' 21 .33' Act ual Depth to Pier Bottom (feet) 20 .42 ' 21 .83 ' 22.42' Act ual Pier Penetration (feet) 6 .59 ' 7 .59 ' 7.08 ' Pier P lu mb withi n Specifi cation (Yes/No) Yes Yes Yes Casi ng Requ ired (Yes/No) No No No Water Present in Bottom of Pier Hole at Time of Concrete Pl acement (Yes/No) No No No Pi er Bottom Clean (Yes/No) Yes Yes Yes Vertical Bars (No. & Size) 6#7 6#7 6#7 Horizontal Ties (Size & Spac ing) #3 (@. 12's #3 (@. 12's #3 2 12's Re bar Cage Diameter (inches) 12" 12" 12 " Length of Re bar Cage (Ft) 21.25 ' 22 .50' 22 .67' Concrete Placed with a Tremie? (Yes/No) Yes Yes Yes REMARK S: Page 1 of2 G . G ree n E .P. Drilling M .1 / 17 J .9 I 18 56 60 18" 18" 6' 6' 96 .92 ' 96 .92 ' 18" 18" 16 .17' 18.17' 22 .1 7' 24 .17' 23 .0' 25 .0' 6 .67' 6 .67' Yes Yes No No No No Yes Yes 6#7 6#7 #3(@. 12's #3 (@. 12 's 12 " 12 " 21 .17' 23 .42' Yes Yes A B C D MAS-TEK ENGINEERING & ASSOCIATES DRILLED PIER INSPECTION REPORT CLIENT: City of Ft. Worth, TPW PROJECT: Fire Station #5 INSP ECTOR : REPORT NO.: 17-097-004 DRILLING COMPANY: REPORT DATE: I 0/20/10 Pier Location (column Line) C .5 I 17 F.1 / 17 H.1 /17 Mas-Tek Pier # 52 53 54 Design Shaft Diameter (inches) 18 " 18" 18" Design Penetration (feet) 6' 6' 6' De sign Elevation of Top orPier (feet) 96 .92' 96 .92 ' 96 .92 ' Actual Shaft Diameter (inches) 18" 18 " 18 " Depth to Bearing Stratum -( Hard Gray unweathered Limestone (feet) 15 .0' 17 .59 ' 17 .08 ' Required Pier Depth due to Bearing Stratum (feet) 21 .0' 23 .59' 23 .08 ' Actual Depth to Pier Bottom (feet) 22 .0' 24 .33 ' 24 .7 5' Actua l Pier Penetration (feet) 7.0' 6 .59' 6 .75 ' Pier Plumb within Specification (Yes/No) Yes Yes Yes Casing Required (Yes/No) No No No Water Present in Bottom of Pier Hole at Time of Concrete Placement (Yes/No) No No No Pier Bottom Clean (Yes/No) Yes Yes Yes Vertical Bars (No . & Size) 6#7 6#7 6#7 Horizontal Ties (Size & Spacing) #3@ 12's #3@ 12's #3@ 12's Rebar Cage Diameter (inches) 12" 12 " 12" Le ngth of Rebar Cage 21 .17' 23 .0' 23 .25 ' Concrete Placed with a Tremie? (Yes/No) Yes Yes Yes REMARKS: D. Cotton E.P . Drilling Aaron Cotton, Jr. Project Manager Page 2 of2 A B C D MAS-TEK ENGINEERING & A S SOCIATES DRILLED PIER INSPECTION REPORT CLIENT: Ci ty of Ft. Worth, TPW PROJ E CT : F ire Station #5 IN S PECTOR: REPORT NO.: 17-09 7-006 DRILLING COMPANY : REPORT DAT E: 10/2 1/10 Pie r Locati on (co lu mn Li ne) C .5 I 15 C .5 I 19 F.1 / 19 Mas -T ek P ie r # 46 62 63 Des ign Shaft D iameter (inc hes) 18" 18" 18" Design Penetrat ion (feet) 6' 6 ' 6 ' Design Elevatio n of Top of P ie r (feet) 96 .92 ' 96 .33 ' 96 .33' Actual Shaft D ia meter (inches) 18" 18" 18" Depth to Bearing Stratum -( Ha rd Gray unweathered Li mestone (feet) 17 .67' 17 .0' 18 .0' Req ui red Pier Dep th due to Bear ing Stratum (feet) 23 .67' 23 .0' 24 .0' A ctu a l D epth to P ie r Bottom (feet) 24 .33 ' 24.42' 24 .17' Actua l P ier Penetratio n (feet) 6 .67' 7.45' 6.17' P ier Plu mb with in Specifi cation (Yes/No) Yes Yes Yes Cas in g Requi red (Yes/No) No No No Water Present in Bottom of Pier Hole at Time of Concrete Pl acement (Yes/No) No No No P ie r Bottom Cl ean (Yes/No) Yes Yes Yes Vert ica l Bars (No . & Size) 6#7 6#7 6#7 Hor izontal Ti es (Size & Spacing) #3 la) 12's #3 la) 12 's #3 2 12 's Rebar C age D ia meter (i nches) 12" 12 " 12" Length of Rebar Cage (Ft) 22 .83' 22 .75 ' 22 .25' Co ncrete Pl aced w ith a Tremie? (Yes/No) Yes Yes Yes REMARK S : G . Gree n E.P. D rill ing J .9/17 55 18" 6 ' 96 .92' 18" 18 .50 ' 24 .50 ' 24 .75' 6.25' Yes No No Yes 6#7 #3(a) 12's 12" 23 .25 ' Yes Aaron Cotton , firoJect Manager Page 1 of 1 M.1 / 15 50 18" 6' 96 .92 ' 18" 17 .25 ' 23 .25 ' 24 .0' 6.42 ' Yes No No Yes 6#7 #3 la) 12's 12" 22 .59 ' Yes A B C D MAS-TEK ENGINEERING & ASSOCIATES DRILLED PIER INSPECTION REPORT CLIENT: City of Ft. Worth , TPW PROJECT: Fire Station #5 INSPECTOR: REPORT NO.: 17-097-008 DRILLI NG COMPANY: REPORT DA T E: 10/22/10 Pier Location (column Line) F .5-9 M .5 / 16 J.9 / 15 Mas-Tek Pier # 23 51 49 Design Shaft Diameter (inches) 18" 18" 18" Design Penetration (feet) 6' 6' 6' Design Elevation of Top of Pier (feet) 97 .08 ' 97 .08 ' 96 .92' Actual Shaft Diameter (inches) 18" 18" 18" Depth to Bearing Stratum -( Hard Gray unweathered Limestone (feet) 14.33' 18 .0' 17 .67' Required Pier Depth due to Bearing Stratum (feet) 20 .33' 24 .0 ' 23.67' Actual Depth to Pier Bottom (feet) 21 .0' 24.42 ' 24.42' Actual Pier Penetration (feet) 6.50' 6 .62 ' 6 .59' Pier Plumb within Specification (Yes/No) Yes Yes Yes Casing Required (Yes/No) No No No Water Present in Bottom of Pier Hole at Time of Concrete Placement (Yes/No) No No No Pier Bottom Clean (Yes/No) Yes Yes Yes Vertical Bars (No. & Size) 6#7 6#7 6#7 Horizontal Ties (Size & Spacing) #3@ 12's #3 (@, 12's #3 2 12's Rebar Cage Diameter (inches) 12" 12" 12" Length of Rebar Cage (Ft) 20.0 ' 23 .0' 22 .50' Concrete Placed with a Tremie? (Yes/No) Yes Yes Yes REMARKS: G . Green E.P. Drilling H .1 / 15 48 18" 6' 96 .92 ' 18" 18 .0' 24 .0' 24.50' 6 .58' Yes No No Yes 6#7 #3(@, 12's 12" 23.0' Yes Aaron Cotton, Jr. Project Manager · Page I of I A B C D MA S-TE K ENGI NEE RING & A SS OCIATES DRILLE D PI ER INSPECTION REPORT CLIENT: City of Ft. Worth, TPW PROJ EC T : Fire Station #5 IN SP ECTOR : REPORT N O.: 17-097-010 DRILLIN G COMP ANY : REPORT DATE : I 0/23/10 P ier Location (co lu mn Line) F.1/15 M.5 / 14 D / 14 Mas-Tek P ier# 47 45 40 Des ign Shaft D iameter (inch es) 18 " 18" 18" Des ign Penet rat ion (feet) 6' 6' 6' Design Elevat io n of Top of P ier (feet) 96 .92 ' 97 .08 ' 96 .92 ' Actu a l S haft D iam eter (i n ch es) 18" 18" 18 " Dept h t o Bear ing Stratum -( H a rd Gray unweat hered L imeston e (feet) 17.42 ' 17 .25' 17 .50 ' Required P ier Depth due to Bear ing St ratum (feet) 23.42' 23 .25 ' 23.50' Actua l D epth t o P ier Bottom (feet) 24 .0' 24 .0 ' 23 .50 ' Actual Pier P enetration (feet) 6.42' 6 .75' 6 .0' P ier P lumb within Sp ecification (Yes/No) Yes Yes Yes Casi ng R eq u ired (Yes/No) No No No Water P resent in Bottom of Pier Ho le at Time of Concrete Pl acement (Yes/No) No No No P ie r B ottom C lean (Yes/No) Yes Yes Yes Vertica l Bar s (No . & Size) 6#7 6#7 6#7 Horizont al Ties (Size & Spaci ng) #3 (a). 12 's #3 (a). 12 's #3 2 12's Rebar Cage D iameter (i n c hes) 12 " 12" 12" Length of Rebar C age (Ft) 23.0 ' 23 .0 ' 23 .33 ' Concrete Placed with a Tremie? (Yes/No) Yes Yes Yes REMARK S: ,,, G . Green E .P . Drilling L.5/14 44 18 " 6' 96 .92 ' 18" 17 .25 ' 23 .25 ' 24 .0' 6 .75 ' Yes No No Yes 6#7 #3(a). 12's 12 " 23 .0' Yes Aaron Cotton, Jr. P roject Manager· Page 1 of I A B C D MAS-TEK ENGINEERING & ASSOCIATES DRILLED PIER INSPECTION REPORT CLIENT: City of Ft. Worth , TPW PROJECT: Fi re Station #5 INSPECTOR: REPORT NO.: 17-097-01 2 DRILLING COMPANY: ----------REPORT DA TE: 10 /25/10 Pier Location (column Line) J .9 -14 H .1-14 F-1 -14 Mas-Tek Pier # 43 42 41 Des ign Shaft Diameter (inches) 18 " 18" 18" Design Penetration (feet) 6' 6 ' 6' Design Elevation of Top of Pier (feet) 96 .92' 96.92 ' 96 .92' Act ual Shaft Diameter (inches) 18" 18 " 18" Depth to Bearing Stratum -( Hard Gray unweathered Limestone (feet ) 17 .33' 17 .59 ' 17 .67' Required Pier Depth due to Bearing Stratum (feet) 23 .33 ' 23 .59 ' 23 .67' Actual Depth to Pier Bottom (feet) 24 .0' 24 .59 ' 24 .42' Actual Pier Penetration (feet) 6 .67' 7.0 ' 6 .75' Pier Plumb within Spec ification (Yes/No) Yes Yes Yes Casing Required (Yes/No) No No No Water Present in Bottom of Pier Hole at Time of Concrete Placement (Yes/No) No No No Pier Bottom Clean (Yes/No) Yes Yes Yes Vertical Bars (No. & Size) 6#7 6#7 6#7 Horizontal Ties (Size & Spacing) #3 (@ 12's #3 (@ 12 's #3 2 12's Rebar Cage Diameter (inches) 12" 12" 12" Length of Rebar Cage (Ft) 22 .0' 23 .0' 23 .0' Concrete Placed with a Tremie? (Yes/No) Yes Yes Yes Page I of 5 G. Green E.P. Drilling A-13 A-11 33 27 18 " 18" 6 ' 6' 97 .08' 97 .08' 18" 18" 17 .75 ' 17 .0' 23 .75 ' 23 .0' 25.50' 24.25' 7 .50 ' 7.25' Yes Yes No No No No Yes Yes 6#7 6#7 #3(@ 12's #3 (@ 12's 12" 12" 20.0' 20 .0' Yes Yes A B C D MAS-TEK ENGINEERING & ASSOCIATES DRILLED PIER INSPECTION REPORT CLIENT: City of Ft. Worth, TPW PROJECT: Fire Station #5 I NS PECTOR: REPORT NO.: l 7-097-012 DRILLING COMPANY: --------------REPORT DATE: 10/25 / 10 Pier Location (column Line) L -11 E -11 M.5 -12 .5 Mas-Tek Pier# 31 28 34 Design Shaft Diameter (i nches) 18" 18 " 18" Design Penetration (feet) 6 ' 6' 6' Design E levation of Top of Pier (feet) 97 .08' 97 .08 ' 97 .08 ' Actual Shaft Diameter (inches) 18" 18" 18 " Depth to Bearing Stratum - ( Hard Gray unweathered Limestone (feet) 17 .59' 17 .0' 17 .33' Required Pier Depth due to Bearing Stratum (feet) 23 .59' 23 .0' 23 .33' Actual Depth to Pier Bottom (feet) 23 .67' 23 .08' 23 .33' Actual Pier Penetration (feet) 6 .08' 6 .08 ' 6 .0' Pier Plumb within Specification (Yes/No) Yes Yes Yes Casing Required (Yes/No) No No No Water Present in Bottom of Pier Ho le at Time of Concrete Placement (Yes/No) No No No Pier Bottom Clean (Yes/No) Yes Yes Yes Vertica l Bars (No. & Size) 6#7 6#7 6#7 Hori zontal Ties (Size & Spacing) #3@ 12's #3@ 12's #3 2 12's Rebar Cage Diameter (inches) 12" 12" 12" Length of Rebar Cage (Ft) 21 .0' 22 .0' 22 .0' Concrete Placed with a Tremie? (Yes/No) Yes Yes Yes Page 2 of 5 G . Green E .P. Drilling M.5 -10 .5 L -9 32 26 18" 18" 6' 6' 97 .08' 97 .08' 18" 18 " 18 .0' 18.0' 24 .0' 24 .0' 24 .0' 24 .0' 6 .0' 6 .0' Yes Yes No No No No Yes Yes 6#7 6#7 #3@ 12 's #3@ 12 's 12" 12 " 21 .0 ' 22 .0 Yes Yes A B C D MAS-TEK ENGI NEER IN G & ASSO C IA T ES DRILLED P IE R INSP E CTION RE PORT C LI EN T : City ofFt. Worth, TPW PROJ ECT: Fire Station #5 INS P ECTO R: G . Green R EPORT NO.: 17 -097-012 DR IL LI NG C O M PANY: E.P. Drilling REPORT DA T E: 10/25 /10 Pier Location (co lumn Line) J .1 -13 L -13 E -13 A -9 Mas-Tek Pier# 37 38 34 20 Design Shaft Diameter (inches) 18 " 18 " 18 " 18 " Design Penetration (feet) 6 ' 6' 6 ' 6' Design Elevation of Top of Pier (fee 97 .1' 97 .1' 97 .1' 97 .1' Actual Shaft Diameter (inches) 18" 24' 18" 18 " Depth to Bearing Stratum -( Hard Gray unweathered Limestone (feet) 17 .0' 17 .08 ' 15 .6 7' 16 .17' Required Pier Depth due to Bearing Stratum (feet) 23 .0 ' 23 .08' 2 1.67' 22 .17' Actual Depth to Pier Bottom (feet) 23 .0' 23 .08 ' 2 3.25 ' 22 .33' Actual Pier Penetration (feet) 6 .0' 6.0' 6 .0' 6 .17' Pier Plumb within Specification (Yes/No) Yes Yes Yes Yes Casing Required (Yes/No) No No No No .. -- Hole at Time of Concrete Placement (Yes/No) No No No No Pier Bottom Clean (Yes/No) Yes Yes Yes Yes Vertical Bars (No. & Size) 6#7 6#7 6 #7 6#7 Horizontal Ties (Size & Spacing) #3@ 12 's #3@ 12 's #3 2 12 's #3@ 12 's Rebar Cage Diameter (inches) 12" 12 " 12 " 12 " Length of Rebar Cage (Ft) 2 .0 .5' 2 1' 2 1' 21 ' Concrete Placed with a Tremie? (Yes/No) Yes Yes Yes Yes Page 3 of 5 C -10 21 18 " 6' 97 .1' 18" 17 .0' 23.0 ' 23 .33' 6 .33 ' Yes No No Yes 6#7 #3@ 12's 12 " 21 ' Yes A B C D ·MAS-TEK ENGINEERING & ASSOC IATES DRILLED PIER INSPECTION REPORT CLIENT: City of Ft. Worth , TPW PROJECT : Fire Station #5 IN S PECTOR: G . Green REPORT NO.: 17-097-012 DRILLING COMPANY: E.P. Dril li ng ---------R EPORT DATE: ! 0/25/10 Pi er Location (column Line) J .1 -11 D-9 M-7 M.5-7 Mas-Tek Pier# 30 22 18 19 Design Shaft Diam eter (inches) 18" 18" 18" 18 " Design Penetration (feet) 6' 6' 6' 6' Design Elevation of To p of Pier (feet) 97 .08 ' 97 .08' 97.08 ' 97 .08' Actual Shaft Diameter (inches) 18" 18" 18 " 18" Depth to Bearing Stratum -( Hard Gray unweathered Limestone (feet) 17.50 ' 17 .33' 17 .0' 17.42' Required Pier Depth due to Bearing Stratum (feet) 23 .50' 23.33 ' 23 .0' 23.42 ' Actual Depth to Pier Bottom (feet) 24 .53 ' 24 .17' 23.42' 23 .59 ' Actual Pier Penetration (feet) 6 .67' 6 .67' 6.42 ' 6 .7' Pier Plumb within Specification (Yes/No) Yes Yes Yes Yes Casing Required (Yes/No) No No No No . ... -. -· -·- at Time of Concrete Placement (Y es/No) No No No No Pier Bottom Clean (Yes/No) Yes Yes Yes Yes Vertical Bars (No. & Size) 6#7 6#7 6#7 6#7 Horizontal Ties (Size & Spacing) #3 l@ 12's #3 l@ 12 's #3 2 12's #3l@ 12's Rebar Cage Diameter (inches) 12" 12" 12" 12" Length of Rebar Cage (Ft) 23 .0' 23 .0' 23 .0' 23 .0' Concrete Placed with a Tremie? (Yes/No) Yes Yes Yes Yes Page 4 of 5 J .1 -9 25 18" 6' 97 .08 ' 18" 17.42' 23.42 ' 24 .08' 6.59 ' Yes No No Yes 6#7 #3 l@ 12's 12" 23 .0' Yes A B C D MAS-TEK ENGINEERING & ASSOCIATES DRILLED PIER INSPECTION REPORT CLIENT: City ofFt. Worth, TPW PROJECT: Fire Station #5 INSPECTOR: G. Green REPORT NO.: 17-097-01 2 DRILLING COMPANY: E.P . Drilling REPORT DATE: 10/25 /10 Pier Locat ion (column Line) F.5 -7 Ma s-Tek Pier fl 15 Design Shaft Diameter (inches) 18" Design Penetration (feet) 6' Design Elevation of Top of Pi er (feet) 97 .08' Actual Shaft Diameter (in ches) 18" Depth to Bearing Stratum -( Hard Gray unweat hered Lime stone (feet) 17 .33' Required Pier Dep th due to Bearing Stratum (feet) 23.33' Actu a l Depth to Pi er Bottom (fee t) 24 .0' Actual P ier Penetration (feet) 6 .67' Pier Plumb within Specification (Ye s/No) Yes Cas in g Req uir ed (Yes/No) No at Time of Concrete Placement 'Yes/No) No Pier Bottom C lean (Yes/No) Yes Vertical Bars (No . & Size) 6#7 Ho ri zonta l Ties (Size & Soacinl!.) #3 (@ 12's Rebar Cage Di ameter (inches) 12" Le ngth of Rebar Cage (Ft) 22 .0' Concrete Pl aced with a Tremie? (Yes/No) Yes REMARKS: Aaron Cotton, Jr . Project Manager Page 5 of 5 A B C D MAS-TEK ENGINEERING & ASSOCIATES DRILLED PIER INSPECTION REPORT CLIENT: City of Ft. Worth, TPW PROJECT : Fire Station #5 INSPECTOR: R EPORT NO.: I 7-097-014 DRILLING COMPANY: ----------REPORT DA TE: 10/26 /IO P ier Location (co lumn Line) F - 1 F-2 F.5 -13 Mas-Tek Pier# 1 6 35 Design Shaft Diameter (inches) 18 " 18" 18" Design Penetration (feet) 6' 6' 6' Design Elevation of Top of Pier (feet) 97 .08' 97 .08' 97 .08' Actua l Shaft Di ameter (inches) 18 " 18" 18" Depth to Bearing Stratum -( Hard Gray unweathered Limestone (feet) 17 .33' 17 .17' 17 .33 ' Required Pier Depth due to Bearing Stratum (feet) 23 .33' 23 .17' 24.42' Actual Depth to Pier Bottom (feet) 24.0 ' 24 .17' 24.42' Actual Pier Penetration (feet) 6.67' 7.0' 7.08 ' Pier Plumb within Specification (Yes/No) Yes Yes Yes Casing Required (Yes/No) No No No Water Present in Bottom of Pier Hole at Time of Concrete Placement (Yes/No) No No No Pier Bottom Clean (Yes/No) Yes Yes Yes Vertical Bars (No. & Size) 6#7 6#7 6#7 Horizontal Ties (Size & Spacing) #3@ 12" #3@. 12" #3@. 12" Rebar Cage Diameter (inches ) 12" 12 " 12 " Length of Rebar Cage (Ft) 22' 22' 23' Concrete Placed with a Tremie? (Yes/No) Yes Yes Yes Page I of 4 G. Green E.P . Drilling F.5 -11 K-3 29 67 18" 18" 6' 6' 97 .08' 97.08' 18 " 18" 18 .0' 17.08' 24 .0 ' 23 .08' 24 .08 ' 23 .33' 6 .08 ' 6.25' Yes Yes No No No No Yes Yes 6#7 6#7 #3@ 12" #3@ 12" 12" 12" 23' 23' Yes Yes A B C D MAS-TEK ENGINEERING & ASSOCIATES DRILLED PIER INSPECTION REPORT CLIENT : City of Ft. Worth, T PW PROJECT : Fire Stat ion #5 IN S PECTOR: RE PORT NO.: 17-097 -0 14 DRILLI NG COMPAN Y: REPORT DAT E: 10 /26/10 Pier Location (co lumn Line) K-7 H.8-7 H.8 -4 .2 Mas-Tek P ier # 17 16 11 Design Shaft Diameter (inches) 18" 18" 18" Design Penetration (feet) 6' 6 ' 6 ' Des ign Elevation of Top of P ier (feet) 97 .08 ' 97 .08 ' 97 .08' Actua l Shaft D iameter (in ches) 18" 18" 18" Depth to Bearing Stratum -( Hard Gray unweathered Limestone (feet) 17 .0' 17.08 ' 17 .17' Requ ired P ier Depth due to Bea r ing Stratum (feet) 23 .0' 23 .08 ' 23.17' Actua l Depth to Pier Bottom (feet) 23 .0' 23 .08 ' 23 .25 ' Actual Pier Penetration (feet) 6 .0' 6 .0 ' 6 .08 ' Pier Pl umb within Specification (Yes/No) Yes Yes Yes Casing Requ ire d (Yes/No) No No No Water Presen t in Bottom of Pier Ho le at T ime of Conc rete Pl acement (Yes/No) No No No P ier Botto m Clean (Yes/No) Yes Yes Yes Vertical Bars (No. & Size) 6#7 6#7 6#7 Horizontal Ties (S ize & Spacing) #3@ 12" #3 (@ 12 " #3@ 12" Rebar Cage Diameter (inches) 12" 12" 12" Length of Re bar Cage (Ft) 21 ' 21 ' 21' Co ncrete Placed wi th a Tremie? (Yes/No) Yes Yes Yes Page 2 of 4 G . Green E .P. Drilli ng K-5 G - 1 12 2 18 " 18" 6' 6 ' 97 .08' 97 .08' 18 " 18" 17 .17' 18 .0' 23 .27' 24 .0' 23 .50 ' 24 .25 ' 6 .33 ' 6 .25 ' Yes Yes No No No No Yes Yes 6#7 6#7 #3@ 12 " #3@ 12 " 12 " 12" 21' 22 ' Yes Yes A B C D MAS-TEK ENGINEERING & ASSOCIATES DRILLED PIER INSPECTION REPORT CLIENT: City of Ft. Worth, TPW PROJECT : Fire Station #5 INSPECTOR: G . Green REPORT NO.: 17-097-014 DRI LLING COMPANY: E .P . Drilling REPORT DA TE: 10/26/2 010 Pier Location (column Line) H.8 -1 K-1 F.4 - 2.9 0-6 Mas-Tek Pier # 3 4 68 13 Design Shaft Diameter (inches) 18" 18" 18" 18" Des ign Penetration (feet) 6' 6' 6' 6 ' Design Elevation of Too of Pier (feet) 97 .08' 97 .08' 97 .08' 97 .08' Actual Shaft Diameter (inches) 18" 18" 18" 18" Depth to Bearing Stratum -( Hard Gray unweathered Limestone (feet) 17.08' 16.42' 17.0' 18.25' Required Pier Depth due to Bearing Stratum (feet) 23 .08' 22.42' 23 .0' 24 .25' Actual Depth to Pier Bottom (feet) 23.42' 22 .83' 23 .0' 24 .25' Actual Pier Penetration (feet ) 6.17' 6.42' 6 .0' 6.0' Pi er Plumb with in Specification (Yes/No ) Yes Yes Yes Yes Casin g Req uired (Yes/No) No No No No Water Present in Bottom of Pier Hole at Time of Concrete Placement (Yes/No) No No No No Pier Bottom Clean (Yes/No) Yes Yes Yes Yes Ye1tica l Bars (No. & Size) 6#7 6#7 6#7 6#7 Horizonta l Ties (S ize & Spacin g) #3 {@ 12" #3 {@ 12" #3 {@ 12" #3 {@ 12" Rebar Cage Diameter (inches) 12" 12" 12" 12" Len gt h of Rebar Cage (Ft) 21 ' 21 ' 21' 23' Co ncrete Placed w ith a Tre mi e? (Yes/No) Yes Yes Yes Yes Page 3 of4 F-6 14 18" 6' 97 .08' 18" 17 .0' 23.0' 23 .50' 6.50' Yes No No Yes 6#7 #3 {@ 12" 12" 23' Yes • A B C D MAS-TEK ENGINEERING & ASSOCIATES DRILLED PIER INSPECTION R EPORT CLIENT: Ci ty o f Ft. Worth, T PW PROJECT: F ire Station #5 INSPECTOR: G . Gree n REPORT NO.: 17 -097-014 DRILLING COMPANY: E.P . Drill ing ----------REPORT DATE: 10/2 6/2 010 P ier Location (colu mn Li ne) D-4 F-4 F.4-4.1 D-2 Mas-Tek P ier# 7 8 9 5 Design Shaft Diameter (inches) 18" 18 " 18" 18" Design Penetration (feet) 6' 6' 6' 6' Design Elevation of Top of Pier (feet) 97.08 ' 97 .08' 97 .08' 97 .08' Actual Shaft Dia meter (in ches) 18" 18" 18" 18" Depth to Bearing Stratum - ( Hard Gray un weathered Li mestone (feet) 17 .33 ' 17 .59' 17 .59' 17.33' Required Pier De pth due to Beari ng Stratum (feet) 23 .33 ' 23 .59' 23 .59' 23 .33' Actual Dept h to Pier Bottom (feet) 23 .59' 24 .33' 23 .59 ' 23 .33' Actua l Pie r Penetration (feet) 6.25' 6.75' 6 .0' 6.0' Pier P lum b w ithin Specification (Yes/No) Yes Yes Yes Yes Cas ing Re quired (Yes/No) No No No No Water Present in Bottom of P ier Ho le at Time of Conc rete Placement No No No No Pier Bottom C lean (Yes/No) Yes Yes Yes Yes Vetiica l Ba rs (No. & Size) 6#7 6#7 6#7 6#7 Horizontal Ties (Size & Spaci ng) #3@ 12 " #3@ 12 " #3 (cf) 12" #3@ 12 " Rebar Cage Diameter (inches) 12 " 12" 12" 12 " Lengt h of Reba r Cage (Ft) 23' 22' 23' 23' Concrete Placed with a Trem ie ? (Yes/No) Yes Yes Yes Yes REMA RKS : /) r1 I . j --0.dln Aaron Cotton , J r. Proj ect Manager Page 4 of 4 H.8 - 2.8 69 18" 6' 97 .08' 18" 17 .59' 23 .59' 23 .59' 6.0' Yes No No Yes 6#7 #3@ 12" 12" 23 ' Yes PROJECT NAME: BuySpeed No : Contract No : D.O .E. No : Attachment to Change Order No: Today's Date : Original Contract Amount: Extras to Date: Credits to Date : Contract Amount to Date : Amount of Proposed Change Order: Revised Contract Amount: PROJECT SUMMARY SHEET (Change Order Attachment) Fire Station #5 P0-10-00060917 CS40540 N/A 1 2/23/11 TOTAL $ 2,413,807.00 $ $ $ 2,413,807.00 $ 14,166.00 $ 2,427,973.00 Original Funds Avail. for Admin. Change Orders : $ 150,000.00 Remaining Funds Available for Change Orders : $ Additional Fund ing (if necessary): $ 135,834.00 Prepared By : Brandy Crane T/PW Mgmt Svs . .. . . I jj • l .... I\ V .., .,