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Home My WebLink AboutContract 41358-CO3 CITY SECRETARY FORT WORTH City of Fort Worth CONTRACT NO. Change Order Request Preiecl Namel Village Creek Reclaimed ,later Quality Improvements. UV SvsteT City Sec s 1 41358 —� Ci,ert Prctea zisil CFW 00213 APAI 00318-042 Archer Westem 210138 Project Description Contractor Archer Western Contractors Ltd Change Older= L _J Date 12-9-120 12 City Project Mgr Fanda S Goderya PhD PE C y inspe r 41Ike Hill Dept. Water Totals Select Day Type Ongrnar Contract amount 51 793 000 00 $1,793 000 00 180 Extras to Date S61 56200 $61,56200 Credits to Date a;; Pend+ng Change Orders(in M&C Process) Contract Cost to Date $1854 56200 S1 854,562 00 265 Amount of Proposed Change Order $18X4.00 $18,974.00 30 Revised Contract Amount $1,873,536M $1,873,535 00 295 Orginai Funds.Available for Change Orders $0 00 Remaining Funds Available for this CO $0.00 Addrbonal Funding(f necessary) $18,974.00 1 $18.974 00 4p��tlty�� CHANGE ORDERS to DATE(INCLUDING THIS ONE)AS%OF ORIGINAL CONTRACT 4.49`Yo �.,� 00000".14! , � MAX ALLOWABLE CONTRACT AMOUNT(ORIGINAL CONTRACT COST i 25%) 52,241,250.00 moo° o 00 x T<� :. :� ow o`per ChangeCrder No 3 covers the following , 'Sl CMR 302-Modifications to Metal Platform Surrounding UV System , - °0000, o°�►a Cf�1R 003-Stop Logs for Flow Control � oo00000 a PCL1 003-UV Pump Supply(HWL?Shutdown 4S c 4� PCY 004-Sample taps at UV Inlet and Out et �. CYR 005-Isolation Valve for UV Drag -,ne Change Order No 3 is for a combined sum amount or S 18974 and 30 Calendar Days The contract time for Final Completion will accommodate the completion of the performance test eih ch will occur approxtmateiy 6-1cnths after Substantial Completion iNovember 30. 2C'1 T n s bme period extension includes-orrp:eting P it 003 after substart al comp:et cn mtrtess testy Q r^ e 'es' '_cA demands on the reclaimed system mpaCted the start date for the vv performance test s!rce the to i, r it dessgn"ow 6 h.iGD). See attached pages`or —Ye ceta}:s WHIG&ikab t s inn ers:ood arc agreed that the acceptance cf'ns -nanae Order by the contractor consmt !es a^accord and bsfM�h2fR3rK:!�'t72 nt `u cctr time and money)for all costs arsrmg cu',J, ^r nc�dentar to the above=,ance --rder 4 ^nor .%estern Contractors. Ltd rtor St afforc r sfli 3,ack:%Ilc Fanda S cderva PhD PE 3 L t 'ml 1r)'e 1+ Hoer^ P 3 Aftiftt AWMW Cly MWW Poo Cot O Action I ni 7S 17 A(1� cn A W N 1 0 CD. � rr n n p 0 CD O O O O O ^ DO D O Z r 1,11 A W W N y v cn C cn :3 4t 1D 0 4i < O 0 L ai fD o ot n -n > < co c -n N N d O Cn C N C n1 N N O 1D CD n^ ,o -n O cn N C7 C < _ 1^ L 1D cn W �- G = U CD 3 > N p � r o n1 v c .' n1 on y n1 S n � o o Cr CD O o p n CCD CD 7 c T ° w C CD �' g m o r y m :3 n , n > p C _ 0 C :r .< CD cn n 1D 3 1`D fD 3 o 0 C3 CD CD W w? p. n 0 Li OD O CL o < CD cn ad d d m n1 z CD CD 3 N 5 C7 °7 D m oro 1D n to f o 1D O � -y, d N 1D Ic 4t _ _ 1D 0 0 0 0 0 = 0 0 0 0 Cl - = l+a r r Q (n r r r � cn cn cn cn _ 0 n1 � m C7 d 1D CD n t� - Fn Efl EA �► � 0 "n N N W OD — f7 N w cD W ik COf1 CT 1D W N CO y 1D O O O O O N O O O O O O_ N A_ W OD E� � fA EA EA EA � 90 Oo N N W Oo nl 1D 1D V T A 1D -4 1D O A W 1D A 2- 1.11 1.11 (D W N O O O O O O O O O O O O rc� o� CITY OF FORT WORTH PROPOSED CONTRACT MODIFICATION(PC;IW Project Village Creek Reclaim—11V System Project No. P275-70530023183 Fund: Account Center Contractor Archer Western Contractor's Project No. Engineer Alan Plummer Associates, Inc. Engineer's Project Number CFW08085 Construction Farida Goderya,Ph.D.,RE Construction Manager's 00213 Manager Project Number Cont.41358 PCM Description Provide UV High Water Level System Shut Down PCM No. 003 The Owner proposes to make the following additions,modifications or deletions to the work described in the Contract Documents.Authorization to proceed with these changes must be approved by Field Order or Change Order in accordance with the Contract Documents. The goal of this PCM is to provide communications which will enable a High Water Level Sensor in the UV channel to effect an emergency shut down of the UV submersible pumps.In PCM2AW,the initial connection between the UV PLC and PLC RFP was made.No additional conduit or cable is required. The required elements to implement this functionality are: • Utilize spare wire and conduit from the remote UO panel to the UV control panel. • Utilize one spare digital input at the remote UO panel,and monitor the UV high level signal then perform UV pump high level interlock per revised UV System Operations Narrative,Section J. 1 have reviewed the construction documents with the Contractor and the proposed Time and Material estimates provided by the Contractor.The estimated costs appear reasonable for the proposed work.The work has also been coordinated with plant staff as well as our design team.No additional contract time is requested by the Contractor f r t atne6 tnent. Reviewed t3y:T// '` � / Date: Z ( BY: Date: �2 \ Page 2 of 2 CITY OF FORT«'ORM PROPOSED CONTR.ACTNIODIFICATlON (PC-',M) prvi_ct Village Cr"k Reclaim UV S-rstem Project tin. P12-5-70i30023 1 3 Fund. Account Center Contractor 1rchcr yVester cvptractor's°roleci No. Engineer Alan Plummer.Associates.Inc, Epr_ineer's Pro}et Number CI• VosoSi Construction Farida Goderva,Ph.D.,P.E. Constrttrtion_-Mantieff`s 00213 Managea Project Xttrnher Coat.41359 I'Cvf Description i'ro:�ide L;A'High Water Level S.stem Sht:t DQ,,k, PCM No. 003 NOTIFICATION TO CON'TRACTOR: We ire considering makip_;the change to the contract describcd in the attached materials.and txquest that you talc the `ollowirte action, Notif•us titL%you concur that this change does not r:nuiry a change in contract time or amount_ A field order:cil I he ismed.. X Submit a price pmposai nrith dp'ailed cost breakdo«-n of Tabor,materials,:quipinent,and all other costs-ssmiulcd with this change.and a revised schedule for performing the described change. Proceed with the ch-ange order under tune rind matt;fats pr;n7sions of the contract. CONTI.LNC i-OR'S RESPONSE. r::spond to your request as falloevs. We concttr tl:pi this i<a no cost o;tine change.Sce attached field Order. N We subanl the snached prici proposal with derailed cost bmakdown and rr:-rscd schedule for. Perfatmine the described change. We are proceeding with change under time and ntateriuls psovisions of the contract. ID1': % `� - c Date' AC-1-ION'TAKEN; Proposed C:mtrict Modiiicaiior ieiected.Contractor notified not to rr-pond. BY Datc f irld 0vier I.-svtcl: No Date BN Chance Ordet lsued: No. Date B. Pagc 1 of 2 !LRjMt.CON R REQUICIT .... .................... PC Change Order Request JCOAJ Nurribov COR•ORI Contract or Subcontract Number:........ Ploject Rome%.. . .... ........... .... ........... ....... City Of Fl.Worth,Villacacle.1t wwtP HIM poscibly UV high Water Level System Shut Down Per PCM 003 Rgfton for rhpM Qwtwmted by G,".l PUMP UIIQN 9IY UN[T PFUG Malf(w '100 000 it 000 0 LO 0 '100 000 0 1,10 900 0 0 U" Ij 00 n htO -100 000 )JO 0 00 0 I)Q 0 Olt a QU :,,% 0 00 0 Q0 000 o""'O 0 1100 0 00 1100 :00 Sublolai TOO ,M"I'As On JiAmwial 0 an"25 C.00 matodal CostI,Subtotal L&U(011VOY Rates ImI1-10 F-Y104 t-1-*E 10"U'-wei A<cow,t Mnmger 04) 00 QA,'Qc-',WalV Sponsoi 0 C4 on Goo Sr Sylik"Armlot 0 1,16 Do 0.00 pl.�Ocl Engineer 8 41 14) 848:)0 I ioht Engow 4 ele 00 21200 CA&Cmllwaft 4 42 CO 1`111100 C—w Tothft,;mrm D R4.M 0 w P"q"cl SuperlirMsnt f) it )O ()w J,.,oqy~Iftslalle's 0 41110 p 00 I 1.1var If"lamant 0 21 30 0 UO P,),.-,d Shop Manager 0 4.100 0.W raf*4 Avilorribly Labor 0 J.7 Oa a 00 Clom*Labor 2 2100 0100 Labor Costs;Subto"I 1,02 f.X) Tfaytil Expenses AK f.v*(WA Rtomf) 0 t Odg.nq Ch.106(Pot MIVIVar Mari) I) I"00 0.0t) Poir Dram Chatilos,(Pot Vo&c(Manj 0 1+,Y)00 G 07 Labor Travel Expanses Subtotal 1)"m Sufuenlwctor Cheraw cwdwal 3lMcenkatlar(XYZ Conhnclnrj 11 9 OU 000 K"11-1 94K Iwkw 0 j 10 1).00 C.'" 1) 000 000 Oth"Sutxn l,ac*o U 0 w ,Nbcontrocloir Costs Stib4olall o OU Direct Sd-v&ia ,mi d1w Spa G-19) � i, tear Week ChA,Ooj (10 01,10 GrrmrnM R-181(Par VY-4 Char,Mj 00 (1 W 0—wri"Y ri,of(P.,Week C,,R(qo) K) -.1 w 1;1,4ne Y(.,,Ww RW-0(PN,iiV(,AN i 1•mg-) 0 b cli ii;,x) 14-1,o1(Pe,Week Chqe) 0 00 fj W On Rae k,,ft,,tmr I?o.tot(Piir W—k I'K-rl 1) do f'o o fv Ph,— (r,a"Wl n 4 1)CO ,r1'M W-4 ')00 quv R-Im tf.,Neal(.0-yi-I )-)o Ul—i J-11A Costs&.blow 2111?i't 9,11 09-um '.0 V�oct C-ft Total CON Amount p,7MI11)1 I—1)W ioll PCM M3 Village Creek W W TP Village Creek Reclaimed Water Eastern Delivery System OWNER: City of Fort Worth Texas WORK DESCRIPTION: Complete Work as Described in M 3 ENGINEER: Alan Plummer Associates,Inc. 1320 South University Drive,Suite 300 Fort Worth,TX 76107 CONTRACTOR: ARCHER WESTERN CONTRACTORS,LTD 2121 AVENUE J.SUITE#103 ARLINGTON,TEXAS 76006 Bid Item Description ml I Unit/Pdce I Labor aten Tota a LABOR H 1 19.0 10.0.0 0.001 1 l gig $0.00 MH 0 0. NATERLAIL $0.00 $0.00 0. WHF Electric 1.1 MISCELLANEOU3 ITEMS Labor Burden @ 48%of Labor $0.00 Small Tools @ 15%of Labor Safe Su lies 7.5%of Labor OHBP Q15% Subcontractor Cost OH&P SubconVector,V 10% Insurance and Bond 41 5% Subtotal TOTAL AMOUNT T141S COST PROPOSAL SUMMARY 1 WHF ELECTRICAL CONTRACTORS-2903 CAPITAL DR,WYLIE, TX, 75098 03 ADJUSTMENT FOR CHANGES IN WORK PROJECT NO. 253 REVISION NO. 4R PROJECT NAME: Village Creek WWTP DATE: 1 21612 01 1 DESC. OF CHANGES UV High Water Level System PCM-003 QNT'Y LABOR M/E M/E Equipment/ DESCRIPTION REQ'D UNIT UNIT LABOR UNIT TOTAL SUBCONTRACT 1"Alum Conduit 0 LF $2.00 $0.00 $2.10 $0.00 1" Unistrut Straps 0 EA $0.00 $0.00 $2.85 $0.00 1"Alum LB 0 EA $10.00 $0.00 $18.50 $0.00 1"Alum Hub 0 EA $7.50 $0.00 $5.50 $0.00 Prime Controls 1 LS $0.00 $0.00 $0.00 $0.00 $2,164.30 $0.00 $0.00 $2,164.30 SUBTOTAL(LABOR, MAT., EQUIP., SUB.) $2,164.30 LABOR BURDEN 36°x6 OF LABOR $0.00 FRINGE BENIFITS 5%OF LABOR $0.00 PLUS OH&P 15%OF LINE A,B,C $324.65 SALES TAX $0.00 BOND ADDER $62.22 TOTAL(A+B+C+D+E+F) $2,551.17 318-042-22 SECTION 17920 CONTROL NARRATIVE TABLE OF CONTENTS: A. UV System Variable Speed Pumps: Loop 100.................................................................2 B. Wet Well Level Control: Loop 1000 .................................................................................3 C. Filter Effluent Channel Level Switch Low: Loop 101 ........................................................5 D. Flow Meter: Loop 102......................................................................................................5 E. Turbidity Meter: Loop 103................................................................................................6 F. UV System: Loop 104......................................................................................................7 G. Reclaimed Water Pump Station Isolation Valve: Loop 105..............................................8 H. UV System Diversion Valve: Loop 106............................................................................9 I. Reuse Pump Station Wet Well Level: Loop 107............................................................10 J. UV Channel Level Switch High Interlock: Loop 108.......................................................11 17920-1 November 16 2011 CONTROL NARRATIVE VILLAGE CREEK RECLAIMED WATER QUALITY IMPROVEMENTS CITY OF FORT WORTH PROPOSED CONTRACT MODIFICATION(PCltin Project Village Creek Reclaim—UV System Project No. P275-70530023183 Fund: Account Center Contractor Archer Western Contractor's Project No. Engineer Alan Plummer Associates, Inc. Engineer's Project Number CFW08085 Construction Farida Goderya,Ph.D.,P.E Construction Manager's 00213 Manaeer Project Number Cont.41358 PCM Description UV Tank Sampling Taps PClvl No. 004AW The Owner proposes to make the following additions,modifications or deletions to the work described in the Contract Documents.Authorization to proceed with these changes must be approved by Field Order or Change Order in accordance with the Contract Documents. Provide two sample points for the W tank. Provide 1"taps on the influent and effluent boxes per Trojan's instructions. Locate the influent box tap on the east side and the tap on the effluent box on the north end of the structure as shown on the attached drawing.On the effluent tap,extend 1"sample pipe into the effluent box 1 ft. For both sampling locations,install a 1"threaded nipple in the penetration per coordination with Trojan's recommendation. Connect to the nipple an elbow and a vertical run of pipe extending downward from the elbow as shown on the drawing for the influent sample tap. A 1"stainless steel ball valve shall be attached at the end of the vertical run. Underneath each sample tap,install a 6"PVC catch basin and 2" PVC drain line,like those already in use at the plant. For the effluent tap,the drain line shall slope to drain off the slab into the crushed rock area adjacent to the slab on the north. On the influent side,run the drain to the crushed rock area to the south of the slab. Contractor shall install drain lines such that impedance to access and tripping hazards are minimized. Unless otherwise specified,all pipe and fittings shall be Schedule 40 304 SS. Contractor shall perform this scope of work in compliance with 15015 and related sections. I have reviewed the construction documents with the Contractor and the proposed Time and Material estimates provided by the Contractor.The estimated costs appear reasonable for the proposed work.The work has also been coordinated with plant staff as well as our design team. No additional contract time is requested by the Contractor for this amendment. Reviewed B Y: (' f '� Date: /r CV1 Z. Hy: Z �8)2- Page2of2 n 4o CITY OF FORT WORTH PROPOSED CONTRACT MODIFICATION(PCN1) Project Village Creek Re claim—UV System Project No. P275-70530023153 Fund: Account Center Contmetor Archer Western Contractor's Project No. Fngincer Alan Plummer Associates, Inc. Engineer's Proiect Number CFW08085 Construction Farida Goderya.Ph.D.,P.E. Construction Manager's 00213 Manager Project Number Cont.41356 PCM Description tN"Tank Sampling Taps PCM No. 004AW NOTIFICATION TO CONTRACTOR: We are considering making the change to the contract described in the attached materials,and request that you take the following action: Notify us that you concur that this change does not require a change in contract time or[amount. A field order will be issued. X Submit a price proposal with detailed cost breakdown of labor,materials,equipment,and all other costs associated with this change,and a revised schedule for performing the described change. Proceed with the change order under time and materials provisions of the contract. r BY: < , r:4, __ _ `�=—� _C^,�v—yt?t• Date: 1%6/12 CONTRACT'OR'S RESPONSE: We respond to your request as follows: We concur that this is a no cost or time change.See attached field order. We submit the attached price proposal with detailed cost breakdown and revised schedule fur. Performing the described change. We are proceeding with change under time and materials provisions of the contract. BY: ��,t+,/`bY? `I Date: -- ACTION TAKEN: Proposed Contract Modification rejected.Contractor notified not to respond. BY. Date Field Order Issued: No. Date By Change Order Issued: No. Date By Page ! of 2 {�C- PCM 4 Village Creek W WTP Village Creek Reclaimed Water Eastern Delivery System OWNER: City of Fort Worth Texas WORK DESCRIPTION: Install Sample Points on the UV Influent and Effluent -Note: Time Extension of 4 Weeks ENGINEER: Alan Plummer Associates,Inc. 1320 South University Drive,Suite 300 Fort Worth,TX 76107 CONTRACTOR: ARCHER WESTERN CONTRACTORS,LTD 2121 AVENUE J,SUITE#103 ARLINGTON,TEXAS 76006 Bid Item Description QtY Unit Unit/Price Labor I Nialeriai I Equipment I Subcontractor I Totals LAISOK Install Sample Pipe nd Valves 8. $152.00 1 Install rain i and i e Cla s 24.00 M 19.0 45 .IXI 45 . Grin I assivate Welds .0 5 . $19.00 $Fff 0.0 NIH $19-00 MH $19.00 0. VFF 19. %H 19.00 $0.00 0.00 $19.00 $0.00 a o 0. t .o S0.00 0 19,0 0 19. o. MATERIAL - SS PWt S m a Inn t l. ai l s/a vas .0 3 . $230.00 t its, rem Line Material lamps an Anchors t. 5 ---T2-56 00 0. $0.00 0.00 0.00 0. 0 .0 O.0 0. 0.00 I . Weider t.00 ILS 5552.50 L 552.5 55 To-wi 50.00 MISCELLANEOUS ITEM- U. S . Libor Burden,-,g 48%of Labor 7 3 1 F2T 5319 2 Small Trrols t5%ofLabor S9945 59C)75 4alet Sur:lies 7 i°c of Labor -M8 r:1IdP(4 15% 'subcontractor Cost ' "8P'nr "hcnntrM-ta,0 TIT Hsu+anre-d 8crxt At`N ':v if .Goal. . .. AW- �X C 0 Z- r ter, ;'�' �`�`` ' CfI+ �R'I(:I.R.S.^hll) `.+.�I"r•frl .l`� 0318-042-24 August 15, 2011 Dr. Fa6da Goderya, PI=, PhD Project Manager city of Fort Worth Water Department 1000 Throckmorton Street I-ort Worth, Texas 16102 „ Re: City of Fort Worth Village Creek Reclaimed Water Eastern Delivery System a „ UV Water Quality Improvements Contractor Modification Request No. 2: Modifications to UV Platform Dear Dr. Goderya: Alan Plummer Associates, Inc. (APAI) is recommending approval of CMR-002 for the above- referenced project. CMR-002 relates to the modifications to tho ultraviolet ((JV) metal platform. This CMR incorporates three minor changes. During review of the platform shop drawing, APAI raised a concern about the split level of the grating. It was deemed to provide a less than optimal arrangement for plant staff to navigate around the top of the tank. therefore, the contractor was asked to make the platform finished floor all the same elevation,matching the top of the UV tank elevation. Furthermore, since the metal fabricator would be re-detailing connections as part of the modification, APAI requested, with the Owner's consent, drat the platform stairs be symmetrical (changing the west side to look like the east side). Lastly, the contractor was directed to make the dimensions of the platform orating width conform to the crnitract drawings. 1-he contractor's cost estimate for this work is:$8,992.2.8 with 1 io additional time roquested. The relevant documents are attached. If you have any questions regarding this proposed change, please contact Ine. Sincerely, At-AN PLUMMER ASSOGIA I LS, INC. ',l 4-- tti /4c Cletus R. ti1;u tin, P.1- Proj(,ct Manager C;ZMI rMH/vlw Enclosures cc: Mr. Jeifrey F. Caifey, 1'r , APAI , Z EGUIN FABRICATORS, LTD. P.O,t3oX 1230 SEGUIN,7FXAS 18156-1230 ph. 8301379-4129 fax 8301379-0685 %w.,v.seguinfab.com I A(cher-Wc,tern Consltaclor;. I Id. 1111)IM I ti: 00122.-11 I I I Chilton 5laftOld 111<0110SAI,ii; 111-187(O PI I tic VARt'11: A1.111 Hummer Assoc., Inc. I'kl)II4'1': Villalle('t.•,•1, kocovwcd Wwa Lt 1CA I ION: I ktll:n, I exas Sect. I We Inopeuc to Fill Ifish,subject to 111e tc III ;moil Col aitiorl<irlchlded hrtcin.Ilse n1.1terial described in llte Ill,ill, sal flout vi MollieI-provided kllawings ill accordanee ssith Ilse St,uldalcl I'I.1Ctice Ill'11le Atnc•tic;ur In,tilnte ol•Sterl 1'rnt,hu.lion, htr. Svc(.2 We include the funtishint;nld'or Iabric,rtinn All dic lidlowilly, (I1I ,\I II`vlSl( i�I1: pC5( tll IIt)V -- �_ __ . '11i1! I Rcvis_c east sl1,tir.L__._—1—a e p�Lttlunl ______. ? \fill I Revise west slair&.uhf shah landing- tletallhtk S900,Mf I Revise west swir& add,l rn I uulitig-mater ial 31,50(►,IJfi I Revise wot si.nr a1, add stab lauding- labor S1,01o.1 ) 3 Hill 1 Reviw size ol'c r,t plallwut delailiul;(Snncinrrl (,Poor a4 IIR) �� 7t j tl(i j es c'a, ��g ,•1171'rrelrlititmill e'rtginverrhiA Is tit(tit extra cost VOR rill SU.Il tJl 1 Sri ?�t4titi a:= S , 'c7; • WE I \('1.1101•: 1 rcaii�>n � It;.ilgn and a 1,. I FUNIS•N,:i Ihiit} days (ions Mote of in+uice%%ill,n.,tel:liu.rt;c. "co, 1 Aco pumce& Approval of*( I his lvopos,11 i,ntadc (or accepi,mc" b.% )un in iscililig \0111in 10 dacs ti-gnt Icid if cic u1d.11;111 becorttc it coufntct"Illy t1pon appwt.d k onr('onhactiulq \I,tu.c+-rr, i 1 1qhcr �tulh��t i/rrl l}eu1�11uc1. Sort 1.Due In slcrl,slainlcss steel;n d ahcrrtiuout cwt blviva.ts and sttrclnn t;c's, this 1I1fuhtlintt puce in hascd o❑ n112111 otaterial pricing. An, iuctv,tscs it, w:tltrial v sl s01 hr added to cnuU.cCl price. lhder I'ulfillttivnl Is sublict he utatrc i:11 :nail•rhilil�. SEGOIN FABRICA-rofm i.ta. (ilc�n (;tjnun IXhtl t%'1 11:�1,r�t 'li Ch1R 2 ViIlage Creek W W TP Vi,lage Creak Reclaimed Water Eastern Ue ivery System OWNER' City of Fort Worth Texas WORK UESCRIPTION� Vads to the UV P—ja11c—xm Cr\GINEER Alan PlunvnerAssoclates,Inc. 1320 South University Drive,Suite 300 Fort Worth,TX 76107 CCNTRACTOR: ARCHER WESTERN CONTRACTORS.LTD 2121 AVENUE J,SUITE 6103 ARLINGTON.TEXAS 76006 em Oescription I MY I Unit niU rlce -I Labor I Material w ent I Subcontractor Totals LABOR 61 19. o0 Fri - t .uo 30 -- --96.4 _.._- _ --lo-To- TIFF 19A0 1 W 0 11900 --Um , U. 19.00 .o. $10001 A MH 0. - — 0.00 IWAT@ 1 1 o.00 Moo 1 O 00 to 00 0 ob mod 00 Moo to 00 Moo -- F .()o o 0 3n uin L ._._ -- 05 $6.054.00 W s000 Woo K1110ELLANEGLIS ITEM3 - o0 TOTALS: Labor Burden Q 48,,of Labor __ Small Tools Q 15%of Labor .O W 531`e1 Su lies 7 585 of labor CH6P Q 15% i 3000 Svt:Tontrac!or Cost !9,054 uU CHAP for Subcontrxtor,Q 1011, _ Irsuranc•and Bond 41 5% if I, Sublolar. C051 FIAUFU5AL SUMVARY F"j. 1 - (� s:�. :�: . � is $� A �� • � I CNVlltc>NNI N►AID fi t+ .* ► MUNIi AS AND SCILN I IS I s nrl rkr l nl>nrls.ur r[ 03'18-042-24 Jnl'I:�I AlI>I,tGl rltt,EE snI'In.NJ.cc;uNnrr,IE August 24, 2011 JIIIr-rrl unrulirrr,o�Ir fr r.r;'i W r.l n;c,Nh nr?,n)A r.nuu rr Dr. Farida Godorya, PE, PhD nFxlllw l.vr_ Project Manager HI,I'I I Jiavl,,r.,.IF City of Fort Worth Water Department III xdnl n,f,,I 1'f 1000 Throckmorton Streot JUIINk M.ANAIIAN.P[ Fort worth, Texas'1G1O2 ImuonIrJ NonrK.rf , AIANIi f71J11,10R.JRATE BCEE Re: City of Fort Worth Wt1.IAM( HACKIU..YE Village Creek Reclaimed Water Eastern Delivery System AIAIJ)t IIJ,KIH.I'f OV Water Quality Improvements Contractor Modification Request No. 3: Stop Logs Dear Dr. Goderya: Alan Plummer Associates, Inc. (APAI) is recommending approval of CMR-003 for the above- referenced project. GMR-003 relates to the stop logs fabricated to control the flow of water during installation of the ultraviolet (UV) pump station submersiblo pumps. This issue originated via RFI••18, when the Contractor stated that they needed to purchase plates and stiffeners for shutdown. After deliberation regarding what the Contractor's contractual obligations were to perform this task,and in light of the discovery that the check valves did not close all the way,APAI and Archer Western agreed that the cost of this CMR would he crrt in half from the original$6,866.6O cost proposal. The contractor's cost estimate for this work is$3,433.30 with no<additional time requested. The relevant documents are attached. If you havo any grreslions regarding this proposed Change, please contact me. Sincerely, ALAN PL.UMMER ASSOCIATES, INC. Cletus R. Marlin, P.L. Project Manager C IM/I-MI I/vlw I,nclosures nc: Mr Jeffrey L Gaffey, P.L., A4111 IllurninerAssociates, Inc., I oit Worth, Iexos , i E,r,,.c;1e"111 kt07)9qr'nail,.el,n.,,C.ni.,r ,,oil!..PL„r ,v ,i'ulp.It� ,.,n.,i.l „nl ev.nit.111t tnl Rriui.r”O v—0- V REQUEST FOR INFORMATION (RFI) Owner: Fort Worth Water Department Date: 6/13/11 Alan Plummer Project 0318-042- Contractor: Archer Western No.: 22 Village Creek Reclaimed Water Eastern Delivery Project Name: System Water Quality Improvement RFI No.: 18 RFI Title; Stop Logs at the UV Pump Station SpeclDwg.Reference: Authored By: Clint Stafford CPM Activity Impacted: Information and Reason Requested On Friday 6/17/11, contractor is scheduled to have a shutdown to install the submersible sewage pumps at the UV Pump Station. Through communication with the plant, it appears that the original stop logs to prevent flow from the chlorine contact basin have been misplaced. Contractor's originall plan was to use two existing steel plates, however they are too thick to fit in the grooves at the pump station. "l"herefore, two steel plates and stiffeners will need to be purchased for the shutdown. Contractor will incur material, labor and welding cost and will need to be compensated. Please direct contractor on how to proceed. Please expedite a response because of the shutdown scheduled for Friday. Authored By: Clint Stafford Date Submitted: 6/13/11 Response to Request: 1. In accordance with the Contract Documents; G-001-General Construction Note No. 36, the Contractor is responsible to provide whatever means and equipment necessary to control water (luring construction. 2. In accordance with AW's email correspondence, the estimated value of the stop log(s) is $7,000.00. T'he FWWD is willing to compromise and compensate AW for 1/2 of the stop log(s) value if the stop logs are given to the plant when the work is completed. Pk Firm: CP&Y, Inc. Signature; is ael F. Graves, PE Date Returned: G/1512011 1 C`.!R J V"age Creek WYITP Village Creek Reclaimed Water Eastern Delivery System OWNER: City of Fort Worth Texas WORN UESC141P f ION: Supply and Fab Stop Logs for UV Pump Station Per RFI 18 ENGINEER: Alan Plummer Associates,Inc. 1320 South University Drive,Suite 3CD Fort Worth.7X 76107 CONTRACTOR: ARCHER WESTERN CONTRACTORS,LTD 2121 AVENUE":J,SUITE#103 ARLINGTON,TEXAS 76008 tem -escn 1 on 1 nit nitvPnce Labor 6lalena E vi meni ubcOntractor ota s LAUOR vl Plates 1 K,I S19,00 ,304. _ $304.00� ssisl le der 3.0 ) 0 $N W 11111.1 19_05- 0. 0.00 61 1900 :..H 1 VOT NO.W h4t7— 00 so. 0 0 FIR— >1900 0 .LO to 00 Tq- 9.0 0.0 0 6.t 9.00 -----!o_C0 _IMH 1 $19001 Sokol .O.W $19001 Moo 6tH $19001 Sokol ,ffl 1 ,O.0 )0.00 -- ---F•t .—...— —_9190 —_.._..-FO.00 $0.00 ,0.c0 X0.00 ' — 30w MATEMAL Plates and Sti eners __ 1. 3,98590 3.985.00 Neo rena 1.00 l5 -��00—W S13it. 10 .ob` Atlbesive m 19 _L 5 330.00 — - 50.W x0.00 --o.DD o. .o . no _ 1000 _ 0.00 •0.0 00 .0.00 1•!e'der 1.00-L ,945 oD .8459 45. X0.00 090 Eff-__ __._....__ 0 0 A 0.00 MAILS-b' a 'S. a000 ..b Labor Burden Q 48%of Labor 4.4 _ _ 294.4 Small Tco's C@ 1555 oft-abor i .82 55 TTW Safe' Su lies 7 5°i of Labor l UHSP q 15% D S ubcor!raclor Cost O149P r«SjIxortraclur i4 10'S 5 I.Iurance and Hond @1 51: Sublolal,DEDUCT 31,4)7.30 1 , 1TOTAL AMOUNT TI I. prge I C-V S Er IVIM)H1`1FN IAL � ,"fry r1c;IPJLI�Itti Its 031 8-042-24 It r,N PF February 20, 2012 " Dr. Farida Goderya, PE, PhD Project Manager City of Fort Worth Water Department 1000 Throckmorton Street Fort Worth, Texas 76102 Re: City of Fort Worth Village Creek Reclaimed Water Eastern Delivery System UV Water Quality Improvements Contractor Modification Request No. 5: Isolation Valve on UV Effluent grain Dear Dr. Goderya: Alan Plummer Associates, Inc. (APAI) is recommending approval of CMR-005 for the above- referenced project. CMR-005 relates to isolating the flow of the UV effluent drain from the strain on the influent side. The Contractor brought up this question in RFI-32. The reason for adding the 2-inch stainless steel ball valve is to ensure that untreated How ou the influent side does not bypass disinfection and blend with treated flow. the contractor's cost estimate for this work is $994.97 with no additional time requested. The relevant documents are attached. If you have any questions regarding this proposed change, please contact me. Sincerely, ALAN PLUMMER ASSOCIATES, INC.. t e Cletus R. Martin, P.E. Project Manager C R M/TM H/vlw j Enclosures Cr, Mr. ,leffioy E. Caffey, N E., Alan F'Innar et Associates, Inc , Fwt Worth, Ieras "11,2 f I!;] 4',.,,e i h-, 1_,,,, :11" REQUEST FOR INFORMATION (RFI) Owner: Fort Wurth Water Departrnent _ Date: 1/17/12 Alan Plummer Project 0315-042- j Contractor: Archer Western No.: 22 Village Creek Reclaimed Water Eastern Delivery Project Name: System Water Quality) RFI No.: 32 RFI Title: UV Drain Line _ Spec/Dwg.Reference: ! Authored By: Clint Stafford CPM Activity Impacted: Information and Reason Requested The UV System has a drain line for the Influent Box and the Effluent Box. Both drain lines tie into each other and they are not isolated. The water from the Influent Box is not disinfected and it can travel to the Effluent side and discharge out of the system. A valve may need to be added to isolate the two drain lines. In the attached drawing, contractor shows a proposed solution. Please direct contractor on how to proceed. Authored By: Clint Stafford Date Submitted: 1/17/12 Response to Request: Contractor is to proceed with installing a gate valve at the location proposed. Work shall be performed in compliance with contract documents. Firm: APAI Signature: ra,,, M`.>��,,,i Date Returned: 1/17112 t CMR 5 Village Creek W WTP Village Creek Reclaimed Water Eastern Delivery System OWNER: City of Fort Worth Texas WORK DESCRIPTION: Install an Isolation Valve nn the UV drain line. ENGINEER: Alan Plummer Associates,Inc. Reference RFI 32 1320 South University Drive,Suite 300 Fort Worth.TX 76107 CONTRACTOR: ARCHER WESTERN CONTRACTORS,LTD 2121 AVENUE J,SUITE#103 ARLINGTON,TEXAS 76006 Bid Ile Descripflon I Qly I Unit I UnitlPnce F Labor I Material Equtpment_L Subcontractor Totals e- i e Insulation an Cut i e. .0 19.00 h 19.0 0.00 0,00 S11.00 To- .10 T 9 0. $0. 19.0 0 19. .0 .0 0 0. 0. s. 0. 00 MH 19.00 .00 $000 IMN 519,00 .0 9. h 19.00 .0.0 .0 19O 0.0 0 M 9. 0.0 0. S ava LO 2 2 3 .00 0 0, 0 0 0.00 $0.001 MIDI) $0.00 .0.0 0. 0.0 $0.00 0 b .00 0.00 Welder t.00 ILS .260. 260. Bland Insulation 00 2. 250.00 X25 .0 $ y Labor Burden�g 48%of Labor 536.48 1 1 1 336.48 Small Tools R 15%of Labor Sit S 11 i =.auC. ass-"A 7.5;cl Latwr . re c (;NRP i�ISw. S;,bconlra,for Cast 113P ror 'P 10'4 -ante♦nil Bond ,V1% z C„i al S l Q1.11. �. _ _. R T % I �U UJ �5 L) 1 y 4) C • /� C Nti. C ri_ _ y C > > T � Z o � � 1 J Q � w Q H , A ; j i . I � � I �i l n �a a i1 � � n � J