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HomeMy WebLinkAboutResolution - 2017-R0419 - Change Order With SJ Construction - 11_16_2017Resolution No. 2017-RO419 Item No. 6.6 November 16, 2017 RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock is hereby authorized and directed to execute for and on behalf of the City of Lubbock, Change Order No. 001 to that certain Contract No. 13124 by and between the City of Lubbock and SJ Construction of Texas Ltd., for Northwest Lubbock: Drainage Improvements Project Phase 2, and related documents. Said Change Order No. 001 is attached hereto and incorporated in this resolution as if fully set forth herein and shall be included in the minutes of the City Council. Passed by the City Council on November 16, 2017 DANIEL M. POPE, MAYOR ATTEST: Q10 6A 0 -' If r. " 'V Re t cca Garza, City Secr tar APPROVED AS TO CONTENT: Michael G. Keenum, P.E., City Engineer APPROVED AS TO FORM: JW AAA& elli. Leisure, Assistant City Attorney ccdocs/RES.ChgOrd#001Contract 13124 SJLouis 11.01.2017 Office of Purchasing and Contract Management Change Order Contract No:13124 Contractor: SJ Louis Construction of Texas Change Order No: 001 Contract Title: Northwest Lubbock Drainage Improvements Project Phase 2 Bid/RFP No: 17-13124-MA Project No: 92174.9243.30000 "Change Order" means a written order to a Contractor, executed by the Owner, in accordance with the Contract authorizing an addition to, deletion from, or adjustment or revision of the requirements of the Contract documents, or an adjustment to the compensation payable to the Contractor, or to the time for performance of the Contract and completion of the project, or a combination thereof, which does not alter the nature of project and is an integral part of the project objective. Adjustments to "Estimated Quantities" to a line time in a Unit Price Contract do not require a Change Order. All work that alters the nature of the construction or that is not an integral part of the project objective must be let out for public bid. Description of Change (alteration, deviation, addition, or deletion) caused by conditions encountered during construction not covered by the ana arawm2s or the protect tattacnea aaamonai PCM-001/PCM-002- Extension and realignment of bore at Marsha Sharp Freeway, from Peoria Avenue to southwest south end of El Chico channel. PCM-003- 41h Street Lateral- change from open cut to bore to avoid Bailey County Waterlines Additional Contract Where the Change Order is negotiated, the Change Order must be fully documented and itemized as to costs, including material quantities, material costs, taxes, insurance, employee benefits, other related costs, profit and overhead. Where certain unit prices are contained in the initial Contract, no deviations are allowed in computing negotiated change order costs. ITEMIZED COSTS MUST BE FULLY DOCUMENTED AND ATTACHED TO THIS FORM. ITEM DESCRIPTION AMOUNT A. ORIGINAL CONTRACT VALUE: $25,071,515.13 B. AMOUNT OF THIS CHANGE ORDER: Note: Council approval required if (+/-) $25,000 $67,073.00 COST CENTER:92174 I ACCOUNT: 9243.30000 C. PERCENT OF CONTRACT VALUE THIS CHANGE ORDER (B/A) 0.3% D. AMOUNT OF PREVIOUS CHANGE ORDERS: $0 E. TOTAL AMOUNT OF ALL CHANGE ORDERS (B+D) 1 $67,073.00 F. I PERCENT OF CONTRACT OF ALL CHANGE ORDERS (E/A): (25% maximum) 10.3% G. I NEW CONTRACT AMOUNT (A+E): 1 $25,138,588.13 It is mutually agreed that the above dollar amount and the time extension, as applicable, as set forth in this Change Order constitutes full compensation to the Contractor for all costs, expenses and damages to the Contractor, whether direct, consequential or otherwise, in anyway incident to, or arising out of, or resulting directly or indirectly; from the work performed or modified by the Contractor under this Change Order. This Change Order is not valid without the following signatures (please sign in order and return 3 orleinals with the Contract Cover Sheet to Purchasine and Contract Manaeement denartinent): vv►, C 10 Z A 7 CO ti7RACTOR Date 10-27-17 (3) P�wncr Representative Date CIS-wk &ACAJ _ 10/31/i7 — (5) CapitalProject Manager Date (7) Mayor Council Date: November 16, 2017 (2) �YROMCT ARL f tL: mlk (4*D.,e. Purchasing & Contract 7 1b1a a ement ` V W U/L4(, ( City Attorney 11 / 16/2017 _4 Date (8) G Agenda Item #: _ 6. 10I.S0017 Date Ii--1-17 Date 11/21/2017 Date Resole fop #: 2017-RO419 MFREESE Z ?PECHOLS PROPOSED CONTRACT MODIFICATION 4.49 / PROJECT: NW Lubbock Drainage Improvements 2 PROJECT NUMBER: OWNER: City of Lubbock BUILDER: S J Louis Construction Inc. ENGINEER: Freese & Nichols, Inc. DESCRIPTION: Extend Bore @ 1911 Street PCM No:001 NOTIFICATION TO BUILDER: The Owner proposes to make the additions, modifications or deletions to the Work described in the Contract Documents as shown in Attachment "A". We request that you take the following action within 10 calendar days: ❑ Notify us that you concur that this change does not require a change in Contract time or amount. A Field Order will be issued. v Submit a Price/Credit Proposal with detailed cost breakdown of labor, materials, equipment and all other costs related to this change. Impacts on Contract Time shall be shown in a revised schedule, included with the submitted proposal. ❑ Proceed with the change. Payment will be made at the unit price bid. ❑ Proceed with the change under the time and materials provisions of the Contract. Authorization to proceed with changes must be approved by the Owner through Change Order in accordance with the Contract Documents. By: Brian Beach Date: 7/24/17 BUILDER'S RESPONSE: We respond to your request as follows: ❑ We propose that this is a no cost or time change. Issue Field Order. ❑ We submit the attached Price/Credit Proposal with detailed cost breakdown and revised schedule for performing the described change. ❑ We are proceeding with the change at the unit price bid, ❑ We are proceeding with the change under the time and materials provisions of the Contract. By: Date: ACTION TAKEN: ❑ Proposed Contract Modification rejected. See comments. ❑ Field Order will be issued. V, Change Order will be 'ssued. By: Date: b '31 11-7 PROPOSED CONTRACT MODIFICATION ATTACHMENT A 0 c E � � o PCM #1 rr _a. p . --z�. q fit\ '�aJ�j. .Ykk4s(„4r[� -' `\��`, p� -•: — I .� I �".. �t i'=,�'�'SHDKN W.IS MO4tD AFT 21"I(J �T)M•.R•� ct �l �C'�.* (\t�,,SJ )l h `' A: i�M1. 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LOUIS COFiST. OF TEXAS 170, Project Name ProposafNo, Date NORTHWEST LUBBOCK DRAINAGE IMPROVEMENTS PHASE 2 CCR-01 Rev-02 9,122/17 To: Transmitted By City of Lubbock Samuel D. Montoya c/o Freese & Nichols, Inc. Project Manager 162513th Street Signature Lubbock, TX 79401 Samuel D. Montoya Description of Change. As requested, this proposal addresses additional costs and credits associated with modifications of the Marsha Sharp Fwy. and Peoria Ava. direct jacked tunnels. The Marsha Sharp Fwy. tunnel is extended 8 LF north due to conflict with an existing 12' water line. The revised tunnel stationing is 224+25 to 234+95 (1,070 LF). The north end of the Peoria Ave. tunnel is shifted 25 LF directly west and wfll reduce 90' open cut Installation by 25 LF. The tunnel stationing remains as designed at 239+46 to 245+38 (593 LF). The angles of 90' fittings at stations 224+17.16, 235+03.04 and 239+09.61 have been modified per the Englnoer's direction. See attached detailed breakdown and reference correspondence. NOTES: Bid items credited in this proposal shall be executed within the appropriate Pay Estimate / pay period. The original alignment of the M.S. Fwy. tunnel appears to required some curb and sidewalk replacements in the vicinity of the bore pit, The revised alignment appears to require some driveway and/or curb and sidowalk replacement. Quantitios of existing driveway, curb and sidewalk to be removed and replaced cannot be fully determined at this time; however, SJL will coordinate with the Inspector regarding all removal and replacement and will utilize the established unit price for these work Items. Items Include: Ilem # 54: Remove Concrete Flatwork (sidewalk & driveway) eg� $19.00/SY Item # 55: Install Concrete Flatwork (sidewalk for driveway) @ $73.00 / SY Item # 56 Remove Curb & Gutter 0 $8.00 / LF Item # 57 Curb & Gutter @$20.00 /LF Work Items andlor materials not specifically mentioned In this proposal are excluded. Breakdown of Proposal Item Description sty. Unit Unit $ Total Cost NEW MODIFICATIONS OF MARSHA SHARP FWY, AND PEORIA AVE. TUNNELS AS DESCRIBED 1.00 LS $ (927.00) S (927.00) HEREIN Net Contract Change $ (927.00) REQUESTED ADDITIONAL CALENDAR DAYS 2 rVote: The conlrl<:tnr combing pticillg Per PCN1#1 and PCM i/2, Pto:3sv ss© k:rEakooti'rn for each PCM. SJ. 1nuis Coerhaedon of Tetar, Ltd. 2912 W. Dads Sr. Sucre 310 Co-oe,TX 77304 (832) 767.4944 Office (832)767.4681 Aar SUMMARY SE[EET FOR SJ. LOUIS CONSTRUCTION OF TEXAS LTD. S.S. LOUIS CONST. OF TCXAS LTD. Subcontractors/Materials / Misc. Costs A Subcontractor or Vendor $ UNrl Description Quantity COST S.J. Louis /Bore Co. PCM#1 $ 3.528.00 IF Bid Item # 8 (90-inch FRP Pipe by tumal method) 8.00 $ 28,224.00 Si. Louis Pcm #1 S 1.105.00 IF Bid Item # 7 (90-Inch FRP Pipe by open cut method) -8.00 $ (8,840.00) Hobas Pipe Pcm #1 $ 530.00 LF 90" FRP Hush Jacking Pipe (remnant left from 20'joint) 12.00 $ 6.360.00 Si. Louis Pcm #1 S 954.00 LS 15% OH&P for 90- FRP Jacldng Pipe Remnant 1.00 954.00 'Si. Louis PCM 42 $ 1.105.00, LF Bid Item # 7 (90-inch FRP Pipe by open cut method) -25.00 I$ (27.625.00)['11"" 0.00 Is 0.00 Is -4 TOTAL A $ 28=4.00 (8,840,00) S 6,360-00 $ 954.001 (27,625.00) $ SUBTOTAL $ OVERHEAD AND PROFIT SUBTOTAL S ROUNDED COST $ (927 PROPOSED CONTRACT MODIFICATION 4.41 / M FREESE PROJECT: NW Lubbock Drainage Improvements 2 PROJECT NUMBER: OWNER: City of Lubbock NIA BUILDER: S J Louis Construction, Inc. N/A ENGINEER: Freese & Nichols, Inc. LUB17156 DESCRIPTION: Peoria Bore Alignment Change PCM No:002 NOTIFICATION TO BUILDER: The Owner proposes to make the additions, modifications or deletions to the Work described in the Contract Documents as shown in Attachment "A". We request that you take the following action within 14 calendar days: Notify us that you concur that this change does not require a change in Contract time or amount. A Field Order will be issued. Submit a Price/Credit Proposal with detailed cost breakdown of labor, materials, equipment and all other costs related to this change. Impacts on Contract Time shall be shown in a revised schedule, included with the submitted proposal. Proceed with the change. Payment will be made at the unit price bid. Proceed with the change under the time and materials provisions of the Contract. Authorization to proceed with changes must be approved by the Owner through Change Order in accordance with the Contract Documents, By: Brian Beach Date: 7/27/17 BUILDER'S RESPONSE: We respond to your request as follows: We propose that this is a no cost or time change. Issue Field Order. We submit the attached Price/Credit Proposal with detailed cost breakdown and revised schedule for performing the described change. We are proceeding with the change at the unit price bid. We are proceeding with the change under the time and materials provisions of the Contract. By: Date: ACTION TAKEN: Proposed Contract Modification rejected. See comments. Field Order will be issued. x Change Order will be iss ed. By: Date: I0 31 1' PROPOSED CONTRACT MODIFICATION ATTACHMENT A 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, prior to commencing the work involved. Please provide a price proposal for changing the bore alignment from the planned alignment to ending 17' +/- West of the proposed alignment to avoid water line obstruction in the current alignment. This alignment change would start at approximately STA 245+00 (Start of Peoria Bore) to STA 239+25 (end of bore at Peoria and 22"d Street Intersection), By: Brian Beach Date: 7127117 c C I 1 I 1 I t- 1 A PCM #2 .' eOLRl racwAT91 LlE � �1 M 'X r '4 .0 . ! A � ., II y 'I AI'�NrvaN ��,,^^ 4e+• NORT14 END OF �` j STA 233+rETO3rA21a+aoN d�.'�-'r3.W�-- f �h2S `•l+�ltol. 1'-p[. SOUTH END qF7 ,gy[pp ''� �1 RC -ALIGNMENT TO g L '' OCJGINAL PLAt 4�ACWA L _ CEACC NosvRFA tss T , '` TUNNEL TOSHIFP APPROXIMATELY a - W ,may , r4 �. ' aw .{O—ONTALENT N� DIRECTLY WEST `\ \+T7NNE Na PEOVPm �'t.-x..•:s,7 • _�:•w 'x•'.,..:.-. 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[Ihlll,[0, L, _ UI\\,,.. � III' 11 ' 1 " [ "m STORMSEWER PLAN & PROFILE SHEET LINE Q STA.233+00 - STA. 244+00 SHEET P-1 O Proposal S.i. I O UIS COHST. Or TEXAS LTO, Project Name Proposal No. Date NORTHWEST LUBBOCK DRAINAGE IMPROVEMENTS PHASE 2 CCR-01 Rev-02 9/22/17 To. Transmitted By City of Lubbock Samuel D. Montoya c/o Freese & NlehOlb, Inc. Project Manager 1625 13th Street Signature Lubbock, TX 79401 Sawtue( P. Montoya Description of Chane: As requested, this proposal addresses additional costs and credits associated with modifications of the Marsha Sharp Fwy. and Peoria Ave. direct jacked tunnels. The Marsha Sharp Fwy, tunnel Is extended 8 LF north due to conflict with an existing 12' water line. The revised tunnel stationing is 224+25 to 234+95 (1,070 LF). The north end of the Peoria Ave. tunnel Is shifted 25 LF directly west and will reduce 90' open cut installation by 25 LF. The tunnel stationing remains as designed at 239+45 to 245+38 (593 LF). The angles of 90' fittings at stations 224+17A 6, 235403.04 and 239409.61 have been modified per the Engineer's direction, See attached detailed breakdown and reference correspondence. NOTES: Bid items credited in this proposal shall be executed within the appropriate Pay Estimate / pay period. The original alignment of the M.S. Fwy. tunnel appears to required some curb and sidewalk replacements In the vicinity of the bore pit. The revised alignment appears to require some driveway and/or curb and sidowalk replacement. Quantities of existing driveway, curb and sidewalk to be removed and replaced cannot be fully determined at this time; however, SJL will coordinate with the inspector regarding all removal and replacement and will utilize the established unit price for these work items. Items Include: Item It 54: Remove Concrete Flahvork (sidewalk & driveway) @ $19.00 / SY Item # 55: Install Concrete Flahvork (sidewalk for driveway) @ $73.00 / SY Item # 56 Remove Curb & Gutter @ $8.00 / LF Item # 57 Curb & Gutter @$20.00 / LF Work Items and/or materials not specirically mentioned In this proposal are excluded. Breakdown of Pro osal Item Description al . Unit Unit $ Total Cost NEW MODIFICATIONS OF MARSHA SHARP FWY. AND PEORIA AVE. TUNNELS AS DESCRIBED 1.00 LS $ (927.00) $ (927.00) HEREIN Net Contract Change $ (927.00) REQUESTED ADDITIONAL CALENDAR DAYS 2 Note: The c©niractw combine pdoing for PCMU1 and PON142. Pleasa see breakdown for each POM, SJ. lauh Cbmtnrctian of Tex-, lid 2912 IV.. Darks St. Suite 310 Cowoc, TX 77304 (832) 767.4964 Offire (832) 747-4621 Par MOIARY SHEET FOR SJ. LOVE CONSTRUCTION OF TEXAS LTD. S.J. LOUIS CONSIr. O F TEXAS CM Subcontractors/Materials/Mist. Costs A Subcontractor or Vendor $ UNIT Description Quantity COST S J. Louis l Bore Co. PCM 4i 1 $ 3,528.00 LF Bid Item # 8 (90-inch FRP Pipe by tunnel method) 8.00 $ 28?. ?4.00 Si. Louis PCM #1 $ 1.105.00 IF Bid Item # 7 (90-inch FRP Pipe by open cut method) -8.00 $ (8,840.0Q Hobas pipe PCM #11 $ 530.00 LF 90" FRP Flush Jacking Pipe (remnant left from 20' joint) 12.00 $ 6.360.00 SJ. Louis F-iCM 1/7 $ 954.00 LS 15%b OH&P for 90' FRP Sacking Pipe Remnant 1.00 S 954.00 SJ- Louis PCM #2 $ 1.105.00 IF Bid Item # 7 (90-inch FRP Pipe by open cut method) -25.00 $ (27.625.0Q 0.00 $ - o.Qo $ - TOTAL A $ 28.24A.00 $ (8.840.00 $ 6.360.00 $ 954-00 $ (27.625.00 $ (927.00 SUBTOTAL $ OVERHEAD AND PROFIT _ SUBTOTAL $ ROUNDED COST $ 0 FREESE Z 'NICHOLS PROPOSED CONTRACT MODIFICATION L4.47 / PROJECT: NW Lubbock Drainage Improvements 2 PROJECT NUMBER: OWNER: City of Lubbock N/A BUILDER: S J Louis Construction, Inc. N/A ENGINEER: Freese & Nichols, Inc. LUB17156 DESCRIPTION: 24" Lateral Bore and Casing PCM No:003 NOTIFICATION TO BUILDER: The Owner proposes to make the additions, modifications or deletions to the Work described in the Contract Documents as shown in Attachment "A". We request that you take the following action within 10 calendar days: H Notify us that you concur that this change does not require a change in Contract time or amount. A Field Order will be issued. Submit a Price/Credit Proposal with detailed cost breakdown of labor, materials, equipment and all other costs related to this change. Impacts on Contract Time shall be shown in a revised schedule, included with the submitted proposal. ❑ Proceed with the change. Payment will be made at the unit price bid. ❑ Proceed with the change under the time and materials provisions of the Contract. Authorization to proceed with changes must be approved by the Owner through Change Order in accordance with the Contract Documents. By: Brian Beach Date: 8/29/17 BUILDER'S RESPONSE: We respond to your request as follows: ❑ We propose that this is a no cost or time change. Issue Field Order. ® We submit the attached Price/Credit Proposal with detailed cost breakdown and revised schedule for performing the described change. H We are proceeding with the change at the unit price bid. H We are proceeding with the change under the time and materials provisions of the Contract. By: Samuel Montoya Date: 8/31 /17 ACTION TAKEN: ❑ Proposed Contract Modification rejected. See comments. ❑ Field Order will be issued. 9 Change Order will be issued. By: aDate: to 131) PROPOSED CONTRACT MODIFICATION ATTACHMENT A PEPJ14ETER SURVEY OF A 0S41 ACRE TRACT AND A 2.115 ACRE TRACT LOCATED IN SECTION 22, BLOCK A LUBBOCK COUNTY, TEXAS Note: Contractor shall confirm alignment .such that 24" line isrttt within 20' easement as shown ?,CMM5 AND BOUNDS DCSCRIPITON ora wui oa¢haa ortmd loaned in Sadao 22. Block ALrbbaak (,� Com:V,T M , bring ba dna a mbrd foWb below. Contractor responsible aWINNING at a 12" Loon and wieh cap matked'HUGO RE® ASSCC sa to the Wmright cfw yl!mof for bends required to maintain AQu,docr A-=doSouo¢th� bmtSS3ctko9=16' �CA113.54 y,Tc N.88 ID44•W.adL mmaf5229 tm Comry, 7m¢.: alignment. Refer to plan THENCE S. 63•14'50^w.¢dla of72b8 fmm a 12" WDrod vid, WP maked'HUGO PEED ASSOC' wC drawings for manhole location 7HEN(Ei4.88°]0'4S'W.adLomco ef874,18Cmtbalr"km rod rdtb nap mmicod'P.000 RPFD AS90C' and stub out. j I THENCE N.01°497s'RadW-of72.00 fortmoVYhoerod whh cap m.ekod'FBIOO REED ASSOO'wC Proposed 24" Lateral in THENCE N. MOM' W.¢d6mnce c,M.004etma lr"W. dwhh omm,kW'HUGO REED ASSWnu CGS" Casing with Spacers. I� TFffiJ�N.01V915 Eadmomof60.00im mapov Length to be determined bk ( THENCES 88•l0'4P adLrmeoaf60.00feattna 1Wkwmdw*b aq=kd*HUGO RBPDASSOC'¢ac by contractor to clear gas I THENCE S. 01°49'15"W. a di, cof60o0 fmtoa l2" imo ma with Up mahod*HUGO REED ASSOC' me line. 1 �l 1 THENCE X. 88.10a5^w.¢dWt a ar20.00 footWaUr4o¢rod whhmp madtad'HUGO RIND ASSOC' icL TEXAS TECH UN/VERS/rY 1f THffiN�sa1°a72s'w.aalrtonm of32O0 f..tw. 7'h. d idr cop-d-VITUGO REM ASSOC^BaC I f manhole wl TrBGzsse°lD4reaa.nmmarwf9mroamatr^kaarod.imanpmmxna xuwRPrDnssoc.�c II I Stub Out THEECEN.63.14'50"&adWr-o0[78.68fort m aIrr iron rod with nap m¢rked`HUGO REM ASSOC' eat SOB7tl 5m'�p'.r5't + 1 :-W Wmtdght uf-y So. afQuak. A,.0 ' wa.ao 0a0o�'` ur rm..a ricw eR lrn.t I i I /. THENCE S.01-49'05" W^ doeg W. Worte{& of-y Ilea oCQ..ka A-m a dha- of22.77 fa ro dro Poem y ant•4p f+ oCHegiminy n°oo.otio�'6 �--- A as Gas Line � I /,;; Field Verify nao troy of Lwd M=d in Saelon.... Dl /4 bhaek y'Out.Tt ! ,tY?'oyd d +� METPS AND BOl1N0.5 DPSCR�'f10N Mn2.115 ^^ ock !� tm qo� a4>e q'4a'1v ypoy - CrnmtY, Tawt,haiag GvthmdaaledukIlawe W. BEGBNNING A-14"bmoodwithmptmdod'1RIGO REED ASSOC- mepolateftangcacylnrbo North A&ofwnyof4th Sme bkhbraa N.01'4996`L'adlem0000f60.OD(cdmd N,UnO'44'W_adbtmaeof 8228 fm11o®rim Soot- uomaofSocd-22. BI.&A.L bbsk Cctmty. Taws Rao. THENCE N. 88'10'45' W. Woo8 the North dghto[way Um ofma Strom a d6tmce of97489 fen m a L@' kva 10 rod w Ib mp markod'sc1GO REM ASSOC' mr; "r4 .cavan.aoaea�. THENCE N.01"49'IS'E. adi.- of 190.OD root m ap0lm �� ,__ �L w11 • ,r.im THENCE S. 8890'45" C a dletcom or145.00 ran m air" Imn rod with oop mmkat'HUGO RE® ASSOC".M THENCE S.Oi"49'15"W..&-oo of 117.00 f-W.12^1-rod widr mp ro kd•HUGO REED ASS= -% niz NOES 8r1045"E¢dia oofTrl.88 featma Ur b=rod wUb mp nuked^HUGO RPM ASS= am y \ rRAcr -/-a" \ ,L� \ TRACT af-/-A-I" I rRACr 'N' THENCE N.67°74'S0'&¢dlaCem of8B.82lmmal2"ltam and whh copmakad "HUGD REM AS50C'ea y II bz rim Wm dpp[ o[wny llm o[QaelcaAvmua; \ \ 1 l I THENCE S. 01°49'O5"W.,obaa tha Wmedghtofwny llmofQ¢nka A,moe¢46%-.af86.16 fan m. 12' RUSHIAND PARK ADD/P/ON II 1rooand whh mpmnkod "HUOO REED A.SSOC^ .rt at a potrt of-,ro: TF1ffiNC.E SauthwoearlY• °long a alma m tho s1gSt..oW eotvo bavl¢g arMlue or70.00 ran; ncmw[ avyJo oC 9P0070', m aro taagth oC47.11 tom and admrd dlitm a[42A7 rm m the Pelm o[Bag7neleR. ,End Tunnel. Exact Baatie®ue teledve teWe7 Cmrdfaata Syslm otl9Sl.CORS 96.Epoah 20026 length TBD b 5a�tyadmdmp�ad g Y nagD.tlo,2nt2 Gfi contractor. 8oR_ a 8 wv RobotA. Cbdnopha �o� Regieiared PaOaeloard L�mi Stuwq¢r Ne. 5167 Lmae L Stala Ind Srmeym Smm ofT- TmU ourobera woo for idmdOeodm purpooa only. SCALE: 15.10D' %;il, PROPOSAL L. ��++ c� [DNST, Of TEXAS LTD. Project Name Proposal No. Date NORTHWEST LUBBOCK DRAINAGE IMPROVEMENTS PHASE 2 PCM NO. 003 8/31/17 To. Transmitted By City of Lubbock Samuel D. Montoya c/o Freese & Nichols, Inc. Project Manager 1625 13th Street Signature Lubbock, TX 79401 samuet D. Montoya Description of Change. As requested, lhls proposal addresses additional cosWcredits associated with installation and connection of a 24' FRP pipe lateral from an existing utility easement on the northwest corner of 41h St. & Quaker Ave, to existing manhole # 0-04 on the northeast corner of 4th St. & Quaker Ave. Due to existing utility conflicts the 24' FRP pipe lateral will be encased in a 48' X 0.500 wall steel casing which will be Installed by hand -mine method. See attached, detailed breakdown and reference correspondence. NOTES: This proposal is based on the most recent field changes to the location of MH # Q-04 and the associated design angfe of the 24' stub -out. SJL has requested a separate utility locate for the northwest corner of 4th St. and Quaker Ave. and will install the proposed lateral with sufficient clearance from the existing gas main. Based on the revised location of MH # 0-04 the Iength of the proposed tunnel crossing will be 100 +1- LF; however, the exact length required to clear the existing gas main cannot be determined until TX811 confirms the gas main location. If more or less tunneUtateral must be installed due to the actual location of the existing gas main the unit price below shall be utilized for the actual amount installed. Work items and/or materials not specifically mentioned in this proposal are excluded. Breakdown of Proposal Item Description City, Unit Unit $ Total Cost NEW 24' FRP Pipe Lateral Installed in 48' Steel Casing 100 LF $ 1,503.00 $ 150,300.00 9 24-fnch diameter RCP, Open Cut Method -100 LF $ 823.00 $ (82,300.00) Net Contract Change $ 68,000.00 REQUESTED ADDITIONAL CALENDAR DAYS 6 SJ. !.Dais Condnielfon of Texas, W. 29121Y. Davis St. Satre 310 Comae, TX 77304 (832)767.4964Office (832)767.4681 Fax SUMWARY SHEET FOR SJ. LOUIS CONSTRUCTION OF TEXAS LTD. QUOTE NUMBER 0-16- 526-A Date of Quotation: 8/2/2017 Project Name: Lubbock Drainage Phase 2 City/State: Lubbock, Texas Owner: City of Lubbock Bid Date: 12/13/2016 HOBAS PIPE USA 1413 East Richey Road Houston, TX 77073 - Tel.: (281) 821-2200 Fax.: (281) 821-7715 HOBAS Type of Job: Private Agent., No Agent To assist you in preparing vour bid for the above referenced protect we are pleased to offer You the following prices for Your consideration: QUANTITY ri SIZE DN) I CLASS PN PIPE STIFFNESS SN) PIPE LENGTH TYPE OF JOINT UNIT PRICE TOTAL. 120 LF 24" 25 PSI 46 PSI 20' FWC Coupling 46.00 $5 520.00 20 LF 30" 25 PSI 46 PSI 20' FWC Coupling 59.00 De 'd on Qty. Note. Pipe above will be nested with 90" on Job# 1297 Additional Information: 1. Pipe to be manufactured using polyester body and liner resins. 2. Delivery start lime is approximately 6 weeks after receipt of signed quotation or acceptable purchase order, pending approval of required submittals, This limeframe can only be changed by mutual agreement between customer and Hobas' Commercial Manager. 3. Grout Bushings are NOT Included in the unit price of pipe due to the variance of requirements. Separate unit prices will be supplied on a "per each" basis to allow customers to determine the number of bushings for a particular project. 4. To optimize shipments, pipe diameters 51" thru 60" ship on steel racks. Contractor must store & reload racks for return to yard for prices quoted to be valid. If contractor does not wish to do this, alternate, increased freight rates are available. Notes: Terms and Conditions on reverse of this form apply. 1. Freight Terms: F.O.B. Factory, Houston, Texas with full freight allowed to jobsite in full toad quantities, `',11h unloading by others. 2, Terms: Net 30 days from date of invoice, subject to credit approval. 3. Sales tax not Included: Add when applicable. 4. The prices quoted above are firm for acceptance within 30 days of latest quote date. Final prices are valid for i calendar year after receipt of PO. 5. Hobas Pipe USA makes no warranties other than those expressly set forth in the Terms and Conditions on the reverse side. 6. Testing & Inspection of Pipe: No allowance is included in this quotation for representative(s) of the owner or purchaser to observe the manufacture of the pipe, inspect the piping materials or pipe on the jobsite or in the Hobas plant. Such expenses shall be borne by the purchaser. 7. Microtunnelfng / Jacking Pipe has potential risks including damage to the pipes and joints which can be caused by conditions encountered, variations In loads and other external forces acting upon the pipe and joints. Hobas Pipe does not supervise or advise at the construction site or as to the proper methods of microtunneling /jacking pipe. Hobas Pipe does manufacture its pipe to the specifications chosen by the owner, engineer or contractor and warrants its pipes to those specifications as set forth in its warranties. Hobas Pipe cannot be responsible for and makes no warranties or representations as to the selection of a suitable pipe design for each specific job or methods used in Installation of the pipe. Further, if the area in which the pipe is to be installed is considered to be a glacial till zone, there is an additional Inherent risk in jacking any product due to the potential presence of boulders and cobbles. 8. Fee for Standard materials (per product brochure) ordered for project, delivered, and returned for credit is 25% restocking and freight costs both ways. Fee for Standard materials (per product brochure) ordered for project, manufactured but cancelled prior to delivery, is 25% for restocking. ACCEPTANCE Subject to being awarded this contract, we hereby order required material at the above unit prices: COMPANY BY TITLE DATE HOBAS PIPE USA For Information Concerning This Quotation Contact: John Simonson - Sales Manager Cell Phone 832-683-1008 Quotation Approved By: 44 TTRIPLE PIPE & SUPPLY NUS cert#: 1464253994500 Customer: Job Name: Qty Item Description Unit Price Item Total 18 SS CASING SPACER 25.8 X 47" $ 157.00 $ 2,826.00 Schedule of Items Billing Items Bore Company LLC 66 Hwy 53W Dawsonville, GA 30534 Location: Lubbock TX Date: 8/29/17 Line No. Description Unit Quanti Unit Price Installation of 48' Steel Casing (Aprox) Furnishing 48" steel casing (Aprox) Thank you for considering Bore Company LLC on this project. Please contact us with any questions. Riley Buice (404) 502-9401 770-844-1821 (fax) Email: Info@boreco.net LF 120 $650.00 LF 120 $200.00