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Resolution - 2014-R0127 - Change Order To Contract - Westtern Summit Constructor- Well Field Supply Line - 04_10_2014
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 fpr and on behalf of the City of Lubbock, Change Order No. I and 2 to that certain Contract No. 11288 by and between the City of Lubbock and Western Summit Constructors of Englewood, Colorado, for the Bailey County Well Field Supply Line Contract A, and related documents. Said Change Order No. 1 and 2 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 April 10, 2014 ATTEST: City APPROVED AS TO CONTENT: R. Keith 'Z�w - G[�K L KOAERTSON, MAYOR LIZUJ smith, P.E., Director of Public Works PROVED AS TO FORM: Chad Weaver, Assistant City Attorney RES.ChgOrd 1,2 Contract -Western Summit 4.1.14 CITY OF LUBBOCK CHANGE ORDER Change Order #: 1 Contractor: Western Summit Constructors Date: 02/12/2014 BID/ITB #: 13-11288-MA � I s Contract #: 11288 Project Name: Bailey County Well Field Supply Line, �I Contract A i Change Order within the scope of the contract means a Change Order that DOES NOT ALTER THE NATURE OF THE THING TO BE CONSTRUCTED AND THAT IS AN INTEGRAL PART OF THE PROJECT OBJECTIVE. After performance of a construction contract begins, Change Orders may be approved if necessary to 1) make changes in plans or specifications; or 2) decrease or increase the quantity of work to be performed or materials, equipment, or supplies to be furnished. This DOES NOT mean that a department can redefine the project. All work that alters the nature of the thing to be constructed or that is not an integral part of the project objective must be let out for public bid by the Purchasing Department. Description of change (alteration, deviation, addition, or deletion) caused by conditions encountered during construction not covered by the specifications and drawings of the project(attac/: additional pages if necessary): Change order number one is a pipeline grade revision along Chicago Ave for the Bailey County Well Field Supply Pipeline Contract A. The Change order revised approximately 800 LF of pipeline that was buried deep due to utility conflicts. After utility locates and digups, the pipeline was raised resulting in $46,194 in cost savings to the City. Change Orders must either be negotiated in the best interest of the City of Lubbock or put out for public bid by the Purchasing Department. 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: $6167173.00 B. AMOUNT OF THIS CHANGE ORDER: Council approval required iifover $25,000 $46194.00 C. PERCENT OF CONTRACT VALUE THIS CHANGE ORDER (B/A): 0 % D. AMOUNT OF PREVIOUS CHANGE ORDERS: $0 E. TOTAL AMOUNT OF ALL CHANGE ORDERS (B+D): $46194 F. PERCENT OF CONTRACT OF ALL CHANGE ORDERS (E/A): 25%Maximum 0% G. NEW CONTRACT AMOUNT (A+E): $6120979.00 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. ALtty[Gr� Zh q /y (I)CONTRACTOR Date (2) PROJECT ARCHITECTIENGINEER Date Approved as to Content: Approve y � (3) O WS- REP EN IVE D ad ( TK ATTORNEY ate (5) CAPITAL Change Orders over $25,0Q(j requ!�Papobntract Cover Sheet and the,Pollorving signatures: CITY OF LUBBOCK Date (7) MAYOR Date (8) CITY Sk�RETAR.r ('_, Date Council Date: (/ Agenda Item #: Resolution #: PUR-045 (Rev 02106) ra R�sasaca, a..a Nir_I�elw CHANGE ORDER (4.43) PROJECT: Bailey County Well Field Supply Pipeline - Contract A PROJECT NUMBER OWNER: City of Lubbock LUB12311 CONTRACTOR: Western Summit Constructors ENGINEER: Freese and Nichols, Inc. CHANGE ORDER NO.: 1 DATE: 7/8/2013 Make the following additions, modifications or deletions to the work described in the Contract Documents: 1) Modification - Vertical pipe raising of Chicago Avenue between Station $ (46,194,00) 525+50 and Station 533+50 - See attached Plan and Profile sheet_ The compensation agreed upon in this Change Order is full, complete and final payment for all costs the Contractor may incur as a result of or relating to this change whether said costs are known, unknown, foreseen or unforseen at this time, including without limitation, any cost for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of this Change Order. Original Contract Amount $ 6,167,173.00 Previously Approved Change Order Amount $ - Adjusted Contract Amount $ 6,167,173.00 Proposed Change Order Amount $ (46,194.00) Revised Contract Amount $ 6,120,979.00 Previous Contract Time 169 days Previous Substantial Completion Date December 3, 2013 Previous Final Completion Date January 2, 2014 Net Change in Contract Time 0 Revised Contract Time 169 days Revised Substantial Completion Date December 3, 2013 Revised Final Completion Date January 2, 2014 Recommended by Approved by FREESE AND NICHOLS, INC. Wester it uctors By /1)1. &46 AdU �/21 A By 7 f a Date Date Approved by City of Lubbock By D Date ;'17-1_1 IU Z v E 923.627.48 � / ! s �• Or " WORK uI6Ts \ � \ �'+\+\ \` ti-. h oQ \1�y,\ 7 /'•- :� COMRACiOR TO REPLACE '.. it �S'• EKISNG 8• VCT SEWER de • \ �' �F� y WRH SDR 26.5 PVC AND NOT HE s1REEr ES" E g vEM PIPING COUPLINGS THFULL Nc� �. Y +\+ `' s f `�i-� YADTH of T). CaKTwC1OR SML VERIFY F� ! P LOCATION AND OEPIH OF ALL �•�' +1r / h�` WORK PIPEPIPE IND COF6TR000ON. /ICTUIT4✓c ~�• �`a6 s • L f LI_•-• 1' `, ♦ ,„� \ 2. WORN S?S UN ON THISND I 1 $TA 527+43.59 •r¢ + �• �J SHEET PMEYEM ENF ggS 6 K n 29'27'31• .. \ �\� REPLACEMENT L111Ii5 SHOWN ON \ N 7,273,11 /.51 1 "\ ` •\ y OAMA L9 AS AMO CY-2 ff CDMRACT ID E «' E 923,7BB.00 - `•�. �.7I.+ •\ - / THE; uAID PAVING OUTSIDE �.; .' Y,' 0 �'!6 . \. •. - a WILL BE NADE kMRl1 PAYMENTYMENTZ �y O' . a •.F' \ 3. CONCRETE CURB AND CURER is J "A�r b •p�* f . ,::K , \+ _ , ze. NOT TO BE OALVIIED. ff 2 O M_•�bta= 1 X Per ' f � , .y: , F'�. \ \+ 7 CONTRACTOR IT WILL T CURB CL f+ l •q fJ /'•_( \' \_ ' % RESPONSIBILITY GUTTER R WILLBETHE a -)- PROP. 36• PIPELINE $ CONTRJSI81LRY OF THE r' w ' \1. h ® PAYMENT WILL B MADE J �i 4• CONTRACTOR TO RAISE NTS TO CL Ii1 LINE TD A MINIMUM CLEARANCE OF Z) d 2 rcar. THIS CORRESPONDS TO AN st1 ,X 4 ` l 1 r,; ,•@• \•.� 'I' ••. r ry \ y� ti\. y HORIZONTAL APBROOMATE ELEVATION OF OJ < Z (f) r g SCALE IN FEET 5, CONTRACTOR IS REOUIREO TO HAVE m qa J O VERTICAL A LOOS T OF 2 FOOT SEPARATION W F.- 9 OIIISOE TO OUTSIDE. VEIINE PIPE ram• / y �' ,/ y ti OF UST GRADE 6' SEWER LINE AND W S Q O ADJUST GRADE A9 NECESSARY 10 kt '{ MAINTAIN 2 FOOT SEPARATION. }'3. C 6. CONTRACTOR IS STILL REQUIRED TO [) ?• E'•i • SEWER uNES F- N 3290 3280 + 3270 3260 3250 STA 532+58.00 4• AC WATER EL J2S9.605: 529+22.00 3280 3270 10• 4' AC WATER EL J260.67f 527+60.00- WATER APPRDIL EXISTING GRADE —STA. 2' SJ2+66.00 AT2B, CAS J26/.9Jt =SrA. 527+56.00 ---STA -2-2' NTS FO CABLE SEE NOTE 4 EL 3259.56t sTA 529+31.00 2' ATMCAS EL 320112t STA Sb2+52.00 8• VCT SEV/FR EL 3257.633 TOP OF PIPE-- SEE NOTE 7 EL 3262.073 EL 3260 — _ — — — 3250 STA. 3240 T 0. VCT EL 3252.77t SETYER SEWER 3240 3230 3230 - R STA C, SEW .OD 8• PVC SEWER SEE NOTE 5, 6 EL 3255.173 327.0 3210 3220 3210 523+00 530+00 - 533+00 5J4+00 526+00 527+00 528.+ �529+00 5�32+00 w 531+00 524+00 525+00 REPLACE t76SRN0 B THE FULL WIDTH OF THE STREET Z In AS NOTED IN THE PLAN VIEW AND O CONCRETE ENCASE THE TRANSMISSION PIPELINE. U 7. THE 10• WATER LINE MAY REQUIRE yrj Vi VERTICAL ADJUSTMENT. THE J CONTRACTOR SHALL MAINTAIN A MINIMUM OF 2 FOOT OF VERTICAL. ' SEPARATION BETWEEN NEW PIPE AND THE ETOSRNG 10•. THE CDNTRACTOR SHALL RASE THE LINE LUBBOCK ER THE CRY OF STANDARDSAT NO COST TO THE ,^• z OWNER. B. THIS CNANGE N VERTICAL AJJGNMENTMARESULT IN7 CONFLICTS. THE CONTRACTOR SNARL 4te LEALL CONFLICTSNM 7MNIMUM sEl'ARARON BETWEEN THE NEW P0'ELINE AND EKSONC UIIE1TIEs AT S Y' s _ NO COST TO THE OWNER. � 6Xy �a ff Project Daily County Well Field Pipeline Contract A WSCI Project N 350023 Date Prepared: 6/11/2013 PREPARED BY: MW TITLE: Chicago Pipe Raise Deduct COMMENTS (SPEC/DWG) DESCRIPTION UN QTY TOTAL MH M JU LABOR UNIT LABOR TOTAL MTRL UNIT MTRL TOTAL EQUIP UNIT EQUIP TOTAL SUB UNIT SUB TOTAL OTIiER UNIT OTHER TOTAL TOTAL COST Pi eRaise Deduct CAT 320 D 2.5 0 0 0 905.00 2,263 0 362.00 905 3,168 CAT 345 Excavator D 2.5 0 0 0 1,180.00 2,950 0 672.60 1,682 4,632 CAT 330 D 2.5 0 0 0 1435.00 3,588 0 674.45 1,686 5,274 CAT 950 Loader D 2.5 0 0 0 415.00 1,038 0 253.15 633 1,670 CAT 950 Loader D 2.5 0 0 0 415.00 1.038 0 124.50 311 1.349 Water Truck D 2.5 0 0 0 300.00 750 0 90.00 225 975 Labor Crew of 10 EA 2.5 250 1.000 21.00 5,250 0 0 0 0 5,250 Trench Safety LF 600.0 0 1.00 600 0 0 600 Blowoff Stucture hei t shortened Ft 10.0 0 0 150.00 1,500 0 0 0 1,500 Flow Fill Flow Fill CY 155.0 54 1 0.350 21.00 1139 81.00 12,555 0 0 0 13.694 Supervision Project Mana er HR 0.0 0 1.000 0.00 0 0 0 0 0 0 Superintendent HR 110 12 1.000 45.00 540 0 0 0 0 540 Project Coordinator HR 0.0 0 1.000 0.00 0 0 0 0 0 0 Field Enneer-La out/As-Builts HR 12.0 12 1.000 30.00 360 0 0 0 0 360 SUBTOTAL 328 HR 7,289 14,055 12,225 0 5,442 39,011 FUEL & OIL 40% Equipment Total) 0 0 SMALL & MISC TOOLS & EXPEND $2.00 657 657 MINOR RENTAL S0,32 105 105 SAFETY EQUIPMENT S0.45 148 148 CLEAN-UP $1.50 492 492 PT&I (51 %) 3,718 3,718 SUBTOTAL 11,499 14,055 12,225 0 6,351 44,130 Conuneencv/Risk (0%) 0 0 LABOR/MATER)ALMARKUP 6% 1,914 1,914 SUBCONTRACT MARKUP (6%) 0 0 SUBTOTAL 11,499 14,055 12,225 0 8,265 46,044 W SCI Bond $3.00 / $1,000.00 Change 150 150 SUBTOTAL 46,194 LESS CREDITS NET CHANGE 46,194 Notes: 1. ITEMS NOT SPECIFICALLY LISTED IN THIS PROPOSAL ARE NOT INCLUDED. 2. Schedule impacts will be addressed upon entering the activity into the schedule. 3. See back-up for additional details. CITY OF LUBBOCK CHANGE ORDER Change Order #: 1 2 Contractor: Western Summit Constructors Date: 1 03/18/2014 BID/ITB #: I 13-11288-MA Contract #: 111288 I Project Name: I Bailey County Well Field Supply Line, Contract A Change Order within the scope of the contract means a Change Order that DOES NOT ALTER THE NATURE OF THE THING TO BE CONSTRUCTED AND THAT IS AN INTEGRAL PART OF THE PROJECT OBJECTIVE. After performance of a construction contract begins, Change Orders may be approved if necessary to 1) make changes in plans or specifications; or 2) decrease or increase the quantity of work to be performed or materials, equipment, or supplies to be furnished. This DOES NOT mean that a department can redefine the project. All work that alters the nature of the thing to be constructed or that is not an integral part of the project objective must be let out for public bid by the Purchasing Department. Description of change (alteration, deviation, addition, or deletion) caused by conditions encountered during construction not covered by the specifications and drawings of the project(attach additional pages if necessary): Change order number two encompasses multiple additions and deductions to original contract, please see the attached PCM's for a detailed reference. This change order will add a remobilization fee to install the additional 147.4 linear feet of C303 pipe and trench safety for the pipe. It will also add, blind flanges, the relocation of a butterfly valve, the street extension of 25a' street to provided residents access to the west Loop 289, and add flex base. This change order will also included the deduction of one access manhole, seven concrete encasements, removal of permanent steel gates, the removal of the flexible base road replacement, a deduct of asphalt road replacement, coarse gravel, extra curb and gutter work, removal of seeding due to 25a' street extension, and finally the removal of six corrosion monitoring test stations. Change Orders must either be negotiated in the best interest of the City of Lubbock or put out for public bid by the Purchasing Department. 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: $6167173.00 B. AMOUNT OF THIS CHANGE ORDER: Council approval required ifover $25,000 $401,499.20 C. PERCENT OF CONTRACT VALUE THIS CHANGE ORDER (B/A): I.tof D. AMOUNT OF PREVIOUS CHANGE ORDERS: $46194 E. TOTAL AMOUNT OF ALL CHANGE ORDERS (B+D): $447693.20 F. PERCENT OF CONTRACT OF ALL CHANGE ORDERS (E/A): 25% Maximum '2,yyo G. NEW CONTRACT AMOUNT (A+E): $6,019,479.80 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 Chance Order is not valid without the following signatures (please sign in order and return 3 originals with Contract Cover Sheet to Purchasing and Contract Management Depariment) : Ifs IH /�•e.c:e� .�,fz.,, 3�/8/ y (1) CONT CTOR batj (2) PROJECT ARCHITECT/ENGINEER Date A roved to Content: Appro to Fo 3> 3Z6�� OWNER'S RE SE ATIVE fDaI6(4 ITY TTORNEY Date -) IS7 t� '3 b S (5) CAPITAL PROJE 'TS MANAGER Date (6) PT RCHA ING ANkCONTRACT MANAGER Date PUR-045 (Rev 02/06) Change Orders over $25,000 require a Contract Cover Sheet and the following signatures: CITY OF LUBBOCK ATT T: (7) MAYOR Date (8) TY ECRETARY Date Council Date: Agenda Item #: Resolution #: PUR-045 (Rev 02/06) wMale Freese and Nichols PROJECT: OWNER: CONTRACTOR: ENGINEER: CHANGE ORDER R Bailey County Well Field Supply Pipeline - Contract A PROJECT NUMBER Citv of Lubbock LUB12311 Western Summit Constructors Freese and Nichols, Inc. CHANGE ORDER NO.: 2 DATE: 3/13/2014 Make the following additions, modifications or deletions to the work described in the Contract Documents: Bid Item Description Quantity Total Add/Deduct C1 Trench Safety (add 147.4 LF for PCM 006) revise to 11,876.4 147.4 $ 294.80 Add C5 Access Manhole - Delete in entire 1 $ (8,500.00) Deduct C6 Concrete Encasement (Revise from 140 to 133 CY) 7 $ (567.00) Deduct C7 Permanent Steel Gates - Delete in entire 2 $ (8,000.00) Deduct C8 Flexible Base Road Replacement - Delete in entirety 11,750 $ (117,500.00) Deduct C9 Asphalt Road replacement - Revised Bid Quantity from 36,100 to 34,995 per CV-1-3 (-1105 SY); Per PCM 003 Revised - Delete 692 SY on 29th street and add 670 SY on 25th Street Extension - Net decrease of 22 SY - New Quantity is 34,973 1,127 $ (55,223.00) Deduct C14 Extra 2,000 PSI Concrete - Delete in entire 250 $ (25,000.00) Deduct C15 Extra Course Gravel - Delete in entirety 250 $ (250.00) Deduct C16 Extra Curb and Gutter revise QTY from 500 to 344 (PCM003 - 314LF and PCM006 - 30LF) 156 $ (2,964.00) Deduct C21 Seeding - revise QTY from 1,700 to 1,460 (1,440 LF west of loop and 20 LF at PS 7 Site) 240 $ (1,680.00) Deduct Al 36" AVWVA C303 Pipe - Quantity Change 147.4 LF for PCM 6 147.4 $ 25,795.00 Add A2 Corrosion Monitoring Test Station (revise from 20 to 14) 6 $ (4,680.00) Deduct PCM001 Delete Disinfection / Add blind flanges 1 $ 3,385.00 Add PCM002 1 Relocate Butterfly valve 1 $ 19,114.00 Add PCM003 25th Street Extension 1 $ 28,949.00 Add PCM004 Add Bid Item C23 LCU Flexbase Road - $4.50 per SY 5,074 $ 22,833.00 Add PCM005 Remobilization for property west of Loop 1 $ 20,000.00 Add PCM006 Pipe Revisions west of Loop (note 147.4 LF pipe increase added above) 1 $ 2,494.00 Add SUBTOTAL: $ (101,499.20) Deduct The compensation agreed upon in this Change Order is full, complete and final payment for all costs the Contractor may incur as a result of or relating to this change whether said costs are known, unknown, foreseen or unforeseen at this time, including without limitation, any cost for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of this Change Order. Original Contract Amount Previously Approved Change Order Amount Adjusted Contract Amount Proposed Change Order Amount Revised Contract Amount Previous Contract Time Previous Substantial Completion Date Previous Final Completion Date Net Change in Contract Time $ 6,167,173.00 $ (46,194.00) $ 6,120,979.00 $ (101,499.20) $ 6,019,479.80 169 days December 3, 2013 January 2, 2014 69 days Revised Contract Time Revised Substantial Completion Date Revised Final Completion Date Recommended by FREESE AND NICHOLS, INC. Nicholas Lester Date Approved by City of Lubbock By g a 238 days February 10, 2014 February 24, 2014 Approved by Western Summit Constructors By 3 Date August 28, 2013 Nick Lester Freese and Nichols, Inc. 4055 International Plaza Suite 200 Fort Worth, TX. 76109 RE: PCM 001 — Delete Disinfection and Add Blind Flanges at Standpipe Mr. Lester WSCI is proposing an additional cost of $3,385.00 for the deletion of the pipeline disinfection and the addition of the blind flanges on the standpipe. A detailed breakdown of the costs is attached. WSCI is not requesting any additional time for this PCM. Sincerely, �IOinn M. Matthew M. Wojtkiewicz Project Manager CC: PCM 001 40551nternational Plata, Suite 200 • Fort Worth, Texas 76109 • 817-735-7300 • fax 817-735-7491 PROJECT: Bailey County Pipeline — Contract A PROJECT NO.: LUB12311 OWNER: City of Lubbock CONTRACTOR: Western Summit Constructors, Inc. ENGINEER: Freese and Nichols, Inc. DESCRIPTION: Disinfection PCM NO.: 001 NOTIFICATION TO CONTRACTOR: 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: rl Notify us that you concur that this change does not require a change in Contract time or amount. A Field Order will be issued. 17-11 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. 1-1 Proceed with the change. Payment will be made at the unit price bid. 1" 1 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. DA CONTRACTOR'S RESPONSE: We respond to your request as follows: 1` 1 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. �I We are proceeding with the change at the unit price bid. rl We are proceeding with the change under the time and materials provisions of the Contract. BY: N" DATE: Y aP �3 ACTION TAKEN: n Proposed Contract Modification rejected. See comments. n Field Order will be issued. 1-1 Change Order will be issued. BY: DATE: 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. Reference Specification 01656 — "Disinfecting of Water Utility Distribution" and Drawings sheet DT- 11— "P.S. No. 7 Connection Details". 1. Delete disinfection from the entire pipeline except where pipe is in contact with the tank (see below) and the tank itself as described in note number 4 on Sheet DT-11. 2. After fitting and testing of the tank connection piping, remove the 90 degree elbow at the intersection of the vertical riser pipe and the horizontal pipe (note: it is the only 90 degree elbow on the detail sheet that has the note, "epoxy coated steel pipe") and store onsite as directed by the Owner. Provide and install two 36-inch blind flanges, one for the horizontal pipe and one for the vertical pipe. On the vertical blind flange, install a 4-inch outlet with a gate valve for filling and draining. After blind flange installation disinfect the pipe and tank. BY: NCL DATE:08/13/2013 Project Bally County Well Field Pipeline Contraet A WSCI Project 0 350023 Date Prepared: 8I1512013 PREPARED BY: MW 7771.E : PCM001 - Delete Disial'ecdon - --------------- gi --------------- - --------------- mgel Notes: I. ITEMS NOT SPECIFICALLY LISTED IN T HIS PROPOSAL ARE NOT INCLUDED. 2. Schedule impacts will be addressed upon entering the activity into the schedule. 3. See bath, -up for additional details. 50 PPM Residual Chlorine = 50 Gallons of 10% solution for every 100,000 Gallons of Water 10.670 LF of 36" Pipe = 75.421 CFT = 564,150 Gallons = 282 Gallons SHC 62.8 LBS SBS per 100,000 Gallons at 50PPM = 1.33 LBS I Gallon = 48 Gallons 1100,000 Gallons of Water 10,670 LF of 36" Pipe = 75,421 CFT = 564.150 Gallons = 259 Gallons SBS FERGUSON WW #1933 FERGUSON 4411 WOODS AVE. Deliver To: steven.kilpatrick@ferquson.com ENTERPRISES, LOVELAND, CO 80538-4411 From: Steven Kilpatrick INC. Comments: 18:02:21 AUG 19 2013 Bid No.......: B142285 Bid Date....: 08/19/13 Quoted By.: SBK Customer: WESTERN SUMMIT CONSTRUCTOR INC ATTN-. AP 9780 MT PYRAMID COURT SUITE 100 ENGLEWOOD, CO 80112 CUSt PO#...: SODIUM Item Description SP-K10SHS55 55G 10%SODIUM HYPOCHLORITE SP-K12SBS55 55G 12% SODIUM BISULFITE FERGUSON WW #1933 Price Quotation Phone : 970-278-0944 Fax :970-278-0955 Page # 1 CuSt 877-808-4227 Terms........: NET 10TH PROX Ship To: WESTERN SUMMIT CONSTRUCTOR INC ATTN:AP 9780 MT PYRAMID COURT SUITE 100 ENGLEWOOD, CO 80112 Job Name: Quantity Net Price UM Total 6 205.000 EA 1230.00 6 250.000 EA 1500.00 Net Total: $2730.00 Tax: $129.68 Freight: $0.00 Total: $2859.68 Quoted prices are based upon receipt of the total quantity for immediate shipment (48 hours). SHIPMENTS BEYOND 48 HOURS SHALL BE AT THE PRICE IN EFFECT AT TIME OF SHIPMENT UNLESS NOTED OTHERWISE. Seller not responsible for delays, lack of product or increase of pricing due to causes beyond our control, and/or based upon Local, State and Federal laws governing type of products that can be sold or put into commerce. This quote is offered contingent upon the buyer's acceptance of Seller's terms and conditions, which are incorporated by reference and found either following this document, or on the web at httpJ/wolseleyna.com/terms_conditionsSale.html. Govt Buyers: All items are open market unless noted otherwise. Matt.Wojtkiewicz From: Whiteley, Pat (Grand Prairie) USA <Pat.Whiteley@Lehigh Hanson.com> Sent: Thursday, August 15, 2013 3:12 PM To: Matt.Wojtkiewicz Cc: Johnson, Katherine (Grand Prairie) NAM Subject: RE: Change Order Hanson job no. 130234 Matt, please see our pricing below, will you follow-up with an official change order? PCM001 36" Blind Flange (CL E) w/Accessories (Carbon Steel) - $3,608.00 per each 36" Blind Flange (CL E) w/Accessories (Carbon Steel) w/4" Flange Outlet (CL E) - $4,005.00 per each PCM002 36" Flange (CL E) w/Nipple - $1,733.00 per each 36" Blind Flange (CL E) w/Accessories (Carbon Steel) (Epoxy Coated) - $3,987.00 per each Call with any questions, at this time I do not have any lead time or delivery information Thanks Pat Whiteley From: Matt.Wojtkiewicz@westernsummit.com [mailto:Matt.Wojtkiewicz@westernsummit.com] Sent: Thursday, August 15, 2013 10:53 AM To: Whiteley, Pat (Grand Prairie) USA Subject: Change Order Pat, Please price these up. Please call me to discuss if you have any questions. We would like a price by tomorrow if possible. Thanks. PCM001— We need to get 2 class E blind flanges, epoxy coated, one with a welded on 4" flanged outlet. Please also include 36" bolt kits and gaskets. This is not pipe but I wanted a price to compare to our sub so we can see what the price difference is and try to save the owner some money if you guys are lower. PCM002 — We need to get 2 flanges, shipped loose and we will weld them on in the field. Also one blind flange, epoxy coated, 36" bolt kits and gaskets. SUMMIT, MATTHEW M. WOJTKIEWICZ Project Manager WESTERN SUMMIT CONSTRUCTORS, INC. 9780 Mt. Pyramid Ct., Suite 100, Englewood, CO. 80112 (303) 298-9500 Ext. 0382 (303) 7284851 cell (303) 325-3034 fax westemsummit.com August 28, 2013 Nick Lester Freese and Nichols, Inc. 4055 International Plaza Suite 200 Fort Worth, TX. 76109 RE: PCM 002 — Butterfly Valve Relocation Mr. Lester WSCI is proposing an additional cost of $19,114.00 for moving the butterfly valve as directed by PCM 002. A detailed breakdown of the costs is attached. WSCI is not requesting any additional time for this PCM. Sincerely, Matthew M. Wojtkiewicz Project Manager CC: PCM 002 4055 International Plaza, Suite 200 • Fort Worth, Texas 76109 a 817-735-7300 • fax 817-735-7491 .,.vlv is:'_ C 0 - , PROJECT: Bailey County Pipeline — Contract A PROJECT NO.: LUB12311 OWNER: City of Lubbock CONTRACTOR: Western Summit Constructors, Inc. ENGINEER: Freese and Nichols, Inc. DESCRIPTION: Butterfly Valve Relocation PCM NO.: 002 NOTIFICATION TO CONTRACTOR: 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: r'i Notify us that you concur that this change does not require a change in Contract time or amount. A Field Order will be issued. 1%1 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. it Proceed with the change. Payment will be made at the unit price bid. 1"I 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:NCL DATE:08114/2013 CONTRACTOR'S RESPONSE: We respond to your request as follows: 1-1 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. P"1 We are proceeding with the change at the unit price bid. r`I We are proceeding with the change under the time and materials provisions of the Contract. BY: rn DATE: 17k i 3 ACTION TAKEN: 1-1 Proposed Contract Modification rejected. See comments. f I Field Order will be issued. rl Change Order will be issued. BY: DATE: 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. Reference Drawings sheet PL-10 — "Pipeline Station 567+00 to END". 1. Remove the 36-inch butterfly valve that is located on branch pipeline at station 571+50. Install a blind flange at the location of the removed butterfly valve. 2. Install the 36-inch butterfly valve from above at pipe joints 252 and 253 at Station 570+76.84. This installation will include two new flanges that are rated for the size and pressure of the pipe and to match the butterfly valves. These new flanges shall be accomplished by utilizing two, 2-foot special pieces (one bell by flange and one spigot by flange). Revise thrust calculations and weld joints that are necessary for this valve addition. Revise overall pipe length is subsequent joints for this adjustment. Revise lay sheets and submit to the Engineer for approval. BY: NCL DATE:08/14/2013 Project Bally County Well Field Pipeline Contract A WSCI Project 0 350023 Date Prepared: 8/15/2013 PREPARED BY: MW TITLE: PCM002 - Move Butterfly Valve COMMENTS (SPEC/DWG)DESCRIPTION UN TY TOTAL MH Mli/U LABOR UNIT LABOR TOTAL MTRL UNIT MTRL TOTAL EQUIP UNIT EQUIP TOTAL SUB UNIT SUB TOTAL OTHER UNIT OTHER TOTAL TOTAL COST Move ButterflvValve Rework 36" P' w/ Flanges at Hanson EA 1.0 0 0 6,126,00 6,126 0 0 0 6,126 36"Blind Flee a EA Lo 0 0 3,608.00 3,608 0 0 0 3.608 36" Bolt Kit w/ Gasket EA 1.0 0 0 750.00 750 0 0 0 750 Additional Welding for Thrust Restraint EA 15.0 0 0 0 0 190.00 2,850 0 2.850 Additional Weld Testing D 3.0 0 0 0 0 600.00 1,800 0 1,800 Slow in Production for Welding Joints J 1 0.0 0 4.000 20.00 0 0 480.00 0 0 0 0 Additional Bedding at Weld Boxes T 80.0 1 0 0 18,00 1,440 0 0 0 I.440 Research and Pricing Project Manager HR 0.0 0 1.000 40.00 0 0 0 0 0 0 Superintendent HR 0.0 0 1.000 55.00 0 0 0 0 0 0 Pro'ectCoordinator HR 0.0 0 1.000 25.00 0 0 0 0 0 0 Field Engineer - La out/As-Builts HR 0.0 0 1.000 0.00 0 0 0 0 0 0 SUBTOTAL 0 HR 0 11,924 0 4,650 0 16,574 FUEL & OIL 5011 Equipment Total 0 0 SMALL & MISC TOOLS. & EXPEND $2.00/MH) 0 0 MINOR RENTAL 50.32/MH) 0 0 SAFETY EQUIPMENT S0.45/MH 0 0 CLEAN-UP 51.50/MH 0 0 PT&I (51%) 0 0 SUBTOTAL 0 11,924 0 4,650 0 16,574 Contm encv.'Risk 10°%1 0 0 LABOR/MATERIAL MARKUP 15%) 2,486 2,486 SUBTOTAL 0 11,924 0 4,650 2,486 19,060 WSCI Bond $3.00 / 51,000.00 Change 54 54 SUBTOTAL 19,114 LESS CREDITS 0 NET CHANGE 19,114 Notes: I. ITEMS NOT SPECIFICALLY LISTED IN THIS PROPOSAL ARE NOT INCLUDED. 2. Schedule impacts will be addressed upon entering the activity into the schedule. 3. See back-up for additional details. Mattmoitkiewicz From: Johnson, Katherine (Grand Prairie) NAM <Katherine.Johnson@LehighHanson.com> Sent: Tuesday, August 20, 2013 5:57 AM To: Matt.Wojtkiewicz; William.Bohlen Cc: Whiteley, Pat (Grand Prairie) USA Subject: RE:130234 - Lubbock, TX - Pricing bending Attachments: 130234_Rev_8-19-13.pdf Matt, Please find attached revised drawings for the new vale area. Adaptor — bs/dflg - A400 = $2936.00 Adaptor — dflg/bb - A401 = $2936.00 Short pipe - BX252 = $254.00 Cordially, Katherine Johnson Project Coordinator Hanson Pressure Pipe Tel: 972 266-7456 October 3, 2013 Nick Lester Freese and Nichols, Inc. 4055 International Plaza Suite 200 Fort Worth, TX. 76109 RE: PCM 003 — Paving on 25t' Street Mr. Lester WSCI is proposing an additional cost of $28,949.00 for the added road construction requested in PCM 003. This additional cost does not include the unit price bid items for asphalt paving (bid item C9), curb and gutter (bid item C16), and seeding (bid item C21). It is assumed that these items will be paid for at the contract unit prices, based on the amount of each installed. Included in the additional costs is: 1. Demo and installation of the valley gutter at the Frontage Road. 2. Demo and installation of the two alley returns. 3. Proof roll subgrade as needed to get compaction for road installation. WSCI is assuming that the material will need minimal work to get compaction. This does not include removal of any unsuitable materials. 4. Cost to change the manhole at station 486+60 to a traffic rated manhole. The manhole will stay a 60" manhole but will have a traffic rated cover. The Type A non -traffic rated manhole cover will be turned over to the city at the end of the project. No additional time is being requested for this PCM. Sincerely, Matthew M. Wojtkiewicz Project Manager CC: PCM 003 4055 International Plaza, Suite 200 • Fort Worth, Texas 76109 • 817-735-7300 • fax 817-735-7491 freese com PROJECT: Bailey County Pipeline — Contract A PROJECT NO.: LUB12311 OWNER: City of Lubbock CONTRACTOR: Western Summit Constructors, Inc. ENGINEER: Freese and Nichols, Inc. DESCRIPTION: 25th Street Extension PCM NO.: 003-REV 1 NOTIFICATION TO CONTRACTOR: 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: rl Notify us that you concur that this change does not require a change in Contract time or amount. A Field Order will be issued. rI 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. rl Proceed with the change. Payment will be made at the unit price bid. rl 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. DATE CONTRACTOR'S RESPONSE: We respond to your request as follows: rl We propose that this is a no cost or time change. Issue Field Order. rl We submit the attached Price/Credit Proposal with detailed cost breakdown and revised schedule for performing the described change. n We are proceeding with the change at the unit price bid. rl We are proceeding with the change under the time and materials provisions of the Contract. BY: ACTION TAKEN: r1 Proposed Contract Modification rejected. See comments. r1 Field Order will be issued. r1 Change Order will be issued. BY: DA' DATE: ATTACHMENT A The Owner proposes to make the fallowing 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. Reference Drawings sheet CV-4, "25th ST Extension" (Attached), CV-3, "Paving", DT-5, "Manhole Cover Details", and Figure 1. 1. Extend 25th Street with new asphalt, curb and gutter, alley returns, and valley gutter per attached sheet CV-4. The curb and gutter will be utilized under bid item, C16-Extra Curb and Gutter. The Contractor is to build the flex/base and asphalt road per detail "Residential Asphalt Street Section" on Plan Sheet CV-3. The contractor is to provide a price to construct the 85 SY of Valley Gutter per the City Standards (plate 36-11) and the 97 SY of Alley Return per the City Standards (plate 36-7). The Contractor will be required to demo and remove some existing alley returns and curb and gutter as shown on Plan Sheet CV-4. 2. Revise the 8" BOV manhole at Station 486+60 to a type "B", traffic rated manhole and set it to match the top of pavement. 3. Revise Paving area on 29th street between Slide Road and tank tie-in per attached Figure 1. 4. The 25th Street extension adds 670 SY of asphalt paving. The revision on 29th street deletes 692 SY. A net difference of (-22) SY of asphalt paving. BY: NCL DATE:01/16/2014 I, c c IN In. 5 11,1111101 IN CITY OF LUBBOCK. TEXAS BAILEY COUNTY WELL FIELD SUPPLY PIPELINE < CONTRACT A I KM 03 MISM cr%nl mu 03 molar WU 1211' --ML PAVING I �NJ" 25TH ST EXTENSION 4 { CITY OF LUBBOCK, TEXAS � utata�;t BAILEY COUNTY WELL FIELD SUPPLY PIPELINE ppEESE o.n wc� CONTRACT A tog rtw om KV xa. c1/17/14••an Wan SW bowmq� li n in m �q;n�l nc we °� �- futf >s «�� •, p� r� m;. �aa,,, oarvsi'aaoa. WAN —v-K 29TH STREET PAVING REVISION FLOWABLE FILL SHALL BE USED CONTRACTION TO REPLACE BASE MATERIAL JOINT REMOVED. SEE PLATE NO. 36-4 #4 DEFORMED STEEL BARS @ 12" O.C. BOTH WAYS. A FLOW LINE - \ \ FLOWLINE - 10'--- CONTRACTION \ JOINT 77 V A z Z 0 LL 0 w zO J X=DISTANCE LIP TO LIP z --,0 NOTES: U 1. CLASS "B" CONCRETE 3,000 P.S.I. @ 7 DAYS 2. MAINTAIN LIP UP GUTTER SECTION WITH 1" INVERT TO VALLEY GUTTER 3. TRANSITION FLOWLINE AND MAINTAIN 1" PLAN VIEW INVERT FOR POSITIVE DRAINAGE THROUGH VALLEY GUTTER DEPTH: 6"- RESIDENTIAL STREETS 8"- COLLECTORS & THOROUGHFARES BASE f- 5' - - - T - - - - 5�---I CONCRETE VALLEY GUTTER & FILLET DETAIL SECTION A -A CONTRACTION JOINT SEE PLATE NO. 36-16 FOR DETAILS REGARDING CURB TRANSITIONS 2" MIN. TYPE "C" H.M.A.C. SURFACE. ity of ` lubb` o TEXAS BASE FLOWABLE FLOWABLE FILL SEE PLATE NO. 36-4. REVISED DEC. 2012 PLATE NO. 36-11 CURB AND GUTTER, FILLETS AND SLAB TO BE POURED TOGETHER. 6" CONCRETE SLAB WITH 6"X6" - 6 3#4" BITUMINOUS GAUGE WELDED WIRE FABRIC OR #4 PREMOLDED EXP. DEFORMED STEEL BARS 12" O.C. BOTH JOINT. WAYS, CENTERED IN SLAB. V 0, CURB HEIGHT TRANSITIONS TO p CONTRACTION 0" AT TTTHHIISSS POINT. — - — JOINTS. — SIDEWALK d } IS POINT OF ALLEY RETURN 4' I TO BE NO MORE THAN 7" / o 8 * B N HIGHER THAN GUTTER ON HIGH 2.5' 2.5' 102.5' _ 23_ SIDE END OF RADIUS AT STREET. 1'*1 f- 1'* \ PROPERTY LINE o� �'> B Yz" BITUMINOUS �'Z°'•;. \ OR O EXPANSION JOINT. \ Ln PLAN VIEW \ z \ 6"X6" - 6 GAUGE WELDED WIRE \ ~ FABRIC OR #4 DEFORMED STEEL BARS 12" O.C. BOTH WAYS, \ CENTERED IN SLAB. / * TO BE USED WHEN ' ALLEY R.O.W. WIDTH I CONTRACTION IS 15'. JOINT. 5' 10' S' A A r 5' 20' 10, 5' LU w o. Z '•a' LU w �J 71 = aZ — — — - — — — — a • SECTION A -A NO. 6 REBAR SPACED 6" FROM EDGE OF SLAB 6"X6" - 6 GAUGE WELDED WIR AND IYz" FROM BOTTOM OF SLAB EACH SIDE. FABRIC OR #4 DEFORMED STEEL BARS 12" O.C. BOTH WAYS, LOCATE BY MEANS OF CHAIRS OR PLASTIC CENTERED IN SLAB. STAKES (NOT METAL OR WOOD). CONSTRUCTION OF THIS TYPE IS ALLOWED ONLY MEADOWS #158, WHERE THE EXISTING ALLEY RETURN, ALLEY SEALTIGHT SAFE -SEAL 3405, PAVING OR STREET GUTTER IS IN GOOD CONDITION SONNEBORN SL-1 OR AND GRADE AND ALIGNMENT ARE SATISFACTORY. 1/2"1 � APPROVED EQUIVALENT. BITUMINOUS > ° ' CONCRETOSLAB. PANSIONJOINT.¢ EXISTING ALLEY RETURN, ALLEYPAVING OR STREET GUTTERTRANSVERSE CONTRACTION JOINT q —,— °o;AUGE WELDED :,' ° 1 WIRE FABRIC OR #4 6"may `v D DEFORMED STEEL BARS 12" (REQUIRED AT COLD JOINTS ANDz2" 1 O.C. BOTH WAYS, EVERY 13 FEET OF PAVING.) SECTION B-B CENTERED IN SLAB. ALL CONCRETE SHOWN TO BE 3,000 P.S.I. AT 7 DAYS. (CLASS B) REVISED TYPICAL ALLEY Y city of DEC. 2012 RETURN lubbo& PLATE NO. TEXAS 36-7 Project Daily County Well Field Pipeline Contract A WSCI Project N 350023 Date Prepared: 8/29/2013 PREPARED BY: MW TITLE: PCM003 - Paving COMMENTS (SPEC/DWG) DESCRIPTION UN QTY TOTAL MH MH/U LABOR UNIT LABOR TOTAL M1KL UNIT MTRL TOTAL EQUIP UNIT EQUIP TOTAL SUB UNIT SUB TOTAL OTHER UNTT OTHER TOTAL TOTAL COST Pine Installation 190 LF Change Trench Detail 4 to Detail i TN 123.0 0 0 19,08 2,347 0 0 0 2,347 Manhole at Station486+60 EA 10 0 0 0 0 1,575.00 1,575 0 1,575 Shipping on Additional Manhole EA 1.0 0 0 0 0 250.00 250 0 250 Pavin Subgrade Preparation at Curb, Gutters, and Returns LF 200.0 20 0,100 23.00 460 0 5 00 1,000 0 2.00 1 400 1,860 670 SY Paving SY 670.0 0 0 0 0 0 0 0 Curb and Gutter Curb and Gutter LF 314.0 0 0 0 0 0 0 0 lVallev Gutter at Frontage Rd. Sawcut at Frontage Rd LF 86.0 0 0 0 0 0.30 26 1 0 26 Demo C/G at Frontage Rd LF 86.0 17 0200. 23,00 396 0 0 0 6.00 516 912 Valley Gutter at Frontage Rd SY 85.0 0 0 0 1 0 71.24 6,055 0 6,055 Allev Return Sawcut LF 80.0 0 0 0 0 0.30 24 0 24 Demo 50 SY at Alley Return SY 50.0 10 0200 23.00 230 0 0 0 6,00 300 530 JAIley Return w/ Sidewalk SY 1 97.0 1 0 0 1 0 0 71.24 6,910 0 6,910 Relocate Water Valve Cover EA 1.0 0 0 10000 100 0 0 1 0 100 Utility Protection EA 1.0 0 0 0 0 0 25000 250 250 Common Items Seding LF 320.0 0 0 0 1 0 0 0 0 Research and Pricin Project Manager HR 1 0.0 1 0 1.000 1 40.00 0 1 0 4.38 0 0 0 0 Superintendent HR 0.0 0 1.000 55.00 0 0 11.97 0 0 0 0 Project Coordinator HR 0.0 0 1.000 25,00 0 0 0 0 0 0 Field Engineer - La out/As-Builts HR 40.0 40 1,000 35.00 1,400 0 11.97 479 0 0 1,879 SUBTOTAL 87 HR 2,486 2,447 j 1,479 14,840 1,466 22,718 FUEL & OIL 50% Equipment Total 739 739 SMALL & MISC TOOLS, & EXPEND $2.00/MH 174 174 MINOR RENTAL $0.3 28 28 SAFETY EQUIPMENT ($0.45/Ml-I) 39 39 CLEAN-UP $1.50/N4H) 131 131 PT&I (51%) 1,268 1,268 SUBTOTAL 3,884 2,447 2,218 14,840 1,708 25,097 Conlin enc /Risk 0%) 0 0 LABOR/MATERIAL MARKUP 15%) 3,765 3,765 SUBTOTAL 3,884 2,447 2,218 14,840 5,472 28,862 W SCI Bond $3.00 / $1,000.00 Change 87 87 Notes: 1. See back-up for additional details. 2. 60" Manhole at Sta. 486+60 has been fabricated and is not returnable. Will be turned over to COL at end of project. 3. Pricing does not include unit price items for Curb and Gutter and Paving, Those items will be paid at contract unit prices Matt.Woitkiewicz From: Saul Hernandez <saulh@mh-civil.com> Sent: Wednesday, September 04, 2013 3:10 PM To: Matt.Wojtkiewicz Subject: RE: Curb and Gutter Work Hi Matt, The cost for the additional work is as follows: Curb and Gutter — 314 LF, $4,710 Valley Gutter at Frontage Road — 85 SY, $ 6,055 Alley Return (2) — 97 SY, $6,910 Total — $17,675 Let me know if you have any questions. Have a great day. Saul Civil Constructors, Inc. Saul Hernandez, P.E. 1113 N. McMasters St., Suite C Amarillo, TX 79106 Tel 806.367.6043 Fax: 806.374.3277 www.mh-civii.com website] facebook From: Matt.Wojtkiewicz(&westernsummit.com [mailto:Matt.Wojtkiewicz@westernsummit.com] Sent: Tuesday, August 27, 2013 3:37 PM To: saulh@)mh-civil.com Subject: Curb and Gutter Work Saul, Attached are the drawings for the additional curb and gutter on 25`h street. Thanks. $()MMIT. MATTHEW M. WOJTKIEWICZ Project Manager WESTERN SUMMIT CONSTRUCTORS, INC. 9780 Mt. Pyramid Ct., Suite 100, Englewood, CO. 80112 (303) 298-9500 Ext. 0382 (303) 728-4851 cell (303) 325-3034 fax westernsummit.com 1 August 28, 2013 Nick Lester Freese and Nichols, Inc. 4055 International Plaza Suite 200 Fort Worth, TX. 76109 RE: PCM 004 — LCU Flexbase Mr. Lester WSCI is offering a credit of $5.50 for the use of the existing flexible road base from 29th Street at the LCU campus installed at a depth of 6° per the attached drawing in PCM 004. This credit brings the unit price for the flexible road base at the LCU campus to $4.50 per Square Yard. WSCI is not requesting any additional time for this PCM. I i Sincerely, Matthew M. Wojtkiewicz Project Manager CC: PCM 004 4055 International Plaza, Suits 200 • Fort Worth, Texas 76109 • 817-735-7300 • fax 817-735-7491 '.Ww. e9'tE `Ot PROJECT: Bailey County Pipeline — Contract A PROJECT NO.: LUB12311 OWNER: City of Lubbock CONTRACTOR: Western Summit Constructors, Inc. ENGINEER: Freese and Nichols, Inc. DESCRIPTION: LCU Flexbase PCM NO.: 004 NOTIFICATION TO CONTRACTOR: 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: r`I Notify us that you concur that this change does not require a change in Contract time or amount. A Field Order will be issued. V1 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. F"I Proceed with the change. Payment will be made at the unit price bid. I "I 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, DATE CONTRACTOR'S RESPONSE: We respond to your request as follows: 1`1 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. t�l We are proceeding with the change at the unit price bid. n We are proceeding with the change under the time and materials provisions of the Contract. BY: ty'�'-J DATE:V2-)'I13 ACTION TAKEN: n Proposed Contract Modification rejected. See comments. 1-I Field Order will be issued. 1-1 Change Order will be issued. BY: DATE: 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. Reference Drawings sheet Attached Flexible Base Paving area sheet. Reference Bid Item C-8 Flexible Base Road Replacement 1. Contractor to install 5,074 SY of flexbase pavement on LCU per attached drawing. The current bid Item C-8 Flexible Base Road Replacement is for 12-inches of new flexbase paving installation. Contractor to provide credit pricing for using existing flexbase that is milled from existing City Streets and only installing the recycled flexbase to 6-inches. The current bid item is $10 per SY. Provide a revised price per SY for this work. BY: NCL DATE:08/26/2013 No Text August 29, 2013 Nick Lester Freese and Nichols, Inc. 4055 International Plaza Suite 200 Fort Worth, TX. 76109 RE: PCM 005 — Time Change Mr. Lester WSCI is proposing an additional cost of $20,000 for completing the work from station 470+00 — 483+40 after November 16, 2013. Due to scheduling conflicts WSCI will not start pipe installation in this area until December 2, 2013 (see attached schedule). WSCI is requesting a revised Substantial Completion date of February 3, 2013 and a revised Final Completion date of February 17, 2013. The additional time being asked for is conditional on the 28 day waiting period for testing the pipeline being waived so that testing can start once the pipeline is complete. Sincerely, Matthew M. Wojtkiewicz Project Manager CC: PCM 004 4055 International Plaza, Suite 200 • Fort Worth, Texas 76109 • 817-735-7300 • fax 817-735-7491 PROJECT: Bailey County Pipeline — Contract A PROJECT NO.: LUB12311 OWNER: City of Lubbock CONTRACTOR: Western Summit Constructors, Inc. ENGINEER: Freese and Nichols, Inc. DESCRIPTION: Time Change PCM NO.: 005 NOTIFICATION TO CONTRACTOR: 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: r'l Notify us that you concur that this change does not require a change in Contract time or amount. A Field Order will be issued. 1'✓1 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. rl Proceed with the change. Payment will be made at the unit price bid. IF-1 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. DA CONTRACTOR'S RESPONSE: We respond to your request as follows: Erl We propose that this is a no cost or time change. Issue Field Order. ri We submit the attached Price/Credit Proposal with detailed cost breakdown and revised schedule for performing the described change. �I We are proceeding with the change at the unit price bid. �I We are proceeding with the change under the time and materials provisions of the Contract. BY: DATE: ACTION TAKEN: rl Proposed Contract Modification rejected. See comments. Field Order will be issued. Change Order will be issued. BY: DATE: 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. Reference Drawings sheet DT-11 PS NO 7 Connection Details. 1. Revise the first sentence on General Note number 1 to read, "No construction or related modification activities may occur from June 1" through October Vt." Reference Specifications, General Instructions to Offerors, Page 4. 1. Reference Paragraph 13.3—Construction activities are release effective 08/17/2013 for work from Station 483+40 to Station 488+25. See the attached letter agreement for access to the property on the East side of Loop 289. 2. Reference Paragraph 13.3 — Construction activities from Station 470+00 to 483+40 cannot be started before November 16, 2013 unless notified otherwise. A price proposal for this change is requested. The Substantial Completion and Final Completion dates will be extended for this change. Provide revised schedule for this work and requested change in Substantial Completion and Final Completion dates for review. A>"': NCL DATE:08/26/2013 DEE W. HART, JR. Post Office Box 3697 Lubbock, Texas 79452-3697 (806) 789-6798 August 15, 2013 HAND DELIVERY ATTN: Mr. Russell McGuire McGUIRE REAL ESTATE, INC. 5102 60"' Street Suite G Lubbock, Texas 79414 RE: Bailey County Waterline Project; Parcel No 4. Dear Mr. McGuire: As discussed in our recent meeting, attached is a Street and Public Use Dedication Deed for your review and execution. In exchange for the rights therein granted, the City of Lubbock will pay for all costs associated for the one time construction of 25`h Street, as reflected on attached Exhibit "A", including the installation of paving and curbs in accordance with the City's current specifications and guidelines. It is understood and agreed that McGuire Real Estate, Inc. will not receive damage amounts or compensation for any taking referenced within this document and/or attached dedication deed. Such road construction activity for 25 h Street shall commence as soon as is practicable upon completion of the installation of the Bailey County Water Supply Pipeline. It is understood and agreed that the City of Lubbock will allow for two (2) separate curb cuts, subject to final approval by the City; one along the North line of 251h Street and the other along the South line of 25"' Street, at locations yet to be determined by McGuire Real Estate, Inc. Also, McGuire Real Estate, Inc. hereby grants, approves, authorizes and lets unto the City of Lubbock, its contractors, agents and representatives immediate access over, upon and across the subject property limited to the purposes and intents described in said Street and Public Use Dedication Deed. Should the above reflect your clear understanding as to the total value of this transaction in exchange for the delivery of the properly executed Street and Public Use Dedication Deed attached, please sign in acknowledgment below and retain a copy for your records. As you know, the terms and conditions described herein shall be subject to (i) final approval by City Council, (ii) approval of title and (iii) approval by Texas Department of Public Transportation and/or Texas Department of Public Safety. Sdncerel Dee W. Hart, Jr. DWH/s Mr. Russell McGuire McGUIRE REAL ESTATE, INC. attachment EXECUTION EVIDENCING CONCURRENCE: McGUIRE REAL ESTATE, INC. By: 2W� Russell McGuire AGREED TO AND ACCEPTED THIS �� day of /J1tj u 4 ,�- 2013. page 2 August 15, 2013 P1ctiviyl ACbAy Naroa Oroat Activity Start Fbish Late 11 2013 014 Duratbn Conpbte Start n ov c n r e er 00-01.000010 Potholing 10 100-h 17-Jun-13A 25Jun-13 09- W Pothoing 00-00.000000 Notice To Proceed 0 100% 17Jun-Jun 17JurM3 29- I NotiFe To Proceed 00-01.000000 Mohizatlon/haler Setup 10 100% 17Jun-13A 28Jun-13 29- M Mohiffn0on/Trader Setup 00-10.000010 EARLY WORK FINISH CONSTRAINT (8115/13) 0 100-A 15-Aug-13 A 15-Aug-1: 17- I LN WORKfIN�SH CONSTRANT (8l15I13j 00-90.999999 PROJECT SUBSTIALCOMPLETION (169 Days) 0 -41 0% 03-Feb-14 03-Feb14. 02- ' 1 PRQECT SUBSTIAL COMPL 0"9.00000o Punchho 10 -41 0% 03-Feb•14 14-Feb-14 03- Punchlst 0"9.999999 PROJECT FINALCOMPLEIION (179 Days) 0 -41 0% 17-Feb-14 17-Feb-14 16- r i_......... � Tunnel Frankf 1 PROJECT FINPS;COMFI :..........................:........._._,_......... _i..-_.Y---._--__._..-..-....____...._ .. rd Rd.(90 FtJj'EARLY FINI>�#1 CONS7RP�IJT' _ Tunnel Frenkford Rd. (BO Ft.) *EARLY FINISH CONSTRAINT' 10 100% 10-.Iub13A 23JuN3. 08- =1"ZOG0000 Tunnel Side Rd. (100 Ft.) 10 100-A 25Ju413A O9-Aug•1: 09- OW Tunne Side Rd. (100 Ft.) Tunnel Hwy. 209 Loop (310 Ft) 20 16-Sep-13' 11.Od-13 ' 09- TunnelAwyt 289 Loop (310 FL) Pipeline inStaflifiori ®�0% Oaaa®® S 20-02000000 10- Pipe Ste. 0+00 -10+34 (1034 Ft.)'EFC' 5 100% 10-Jui-13A 19-Juk13. 17- 111111113 10"Pipe Sta. g+ -10+34 (1034 Ft.)'EFC' 20-01.000000 36' Pipe Ste, 497+50- 512+50 (1500 FL) "EFC' 8 100% 16-J413A 25Ju413. 21- _........................._._..__.__.-.-.. 36" Pipe Ste, ._.------------- ___-____---._..__.........._.___--- .. $7+50 - 512+50 (1500 Ft)'EFC' 20-03.000000 36' Pipe Ste. 512+50 - 527+eO (1540 Ft) 6 100% 25Ju413 A 13-Aug•1: 21- 36" ipe Sta. 512+50 - 527+90 (15A0 FL) 20-00.000010 Test and Chlorinate 10" Pipe'EFC' 5 100% 29JuF13 A 02-Aug-1: 17- 1$ Test and 61oHnate 10" Plpe'EFC' 20-02.00001O Tie4n to Existing 10" Pipe'EFC' 1 100% 06-Aug-13A 07-Aug-tt 17- 1 Tie -In Evisting 10" Pipe'EFC' 20-02.000020 Abandon Eldstlng 10' Pipe'EFC' 1 100% 08-Aug-13 A 09-A g-1: 17- 1 Aband o Evicting 10" Pipe'EFC' 20-04.000000 36'Pipe Sta. 527+90-537+71 96t ( Ft.) 6 100% 1 3-Aug-13 A 23-Aug-1: 21- ____________________ _-._.-.-......__ 527._.__...__..___----.. ____________-___.--_--_. �__._________ __....__ ....______ ____ .' Pipe Ste. +90, 537+71(981 Ft.) 20-05.000000 36- Pipe Ste, 537+71- 563+55 (2584 Ft) - 8 37 50% 26-Aug-13 A 03Sep-13 21- 1 Ilk 36' Pipe Sla. 537+71 - 563+55 (2584 P.t.), 36' Pipe Sfa. 537+71-563455 (2504IFt) 20-05.000010 36- Pipe Ste. 563+55 - 565+90 (235 Ft) 2 44 0% 04-Sep-13 05Sep-13 OS ; 1 36' Pipe $te. 563+55 - $65+90 (235 Ft) 20-08.000000 36- Pipe Ste, 499+00 - 457+00 (1200 Ft) 6 44 0% 06-Sep-13 13-Sep-13 07- ® 38- Pipe Sta. 499+00 - 487+00 (1200 FL) 20-06.000000 36- Pipe Ste, 585+90- 575+03 (913 Ft) 3 -41 0% 02-13ea113' 04-0eo13 02- � j1111 36- PiP. Sta. 565+90- 5_y5+03 (913 FL) 20-08.000010 36- Pipe Ste. 487+00-483+40 (360 FL) 11/15/13 3 41 0% 05-13-13' 09-Deo-13 07- - -- - ---- - - -------- - -- --- - ----- ---- ------ -d-36' Pips Sts.487+00 483+40 (360 FL) 11/15/13 -- -- 20-09.000000 38- Pipe Ste. 483+40- 470+00 (1800 Ft) 6 41 0% 10-13-13 17-Deo-13 10- 36- Pipe Sta. 483+p0 - 470+00 `1800 Ft.) 20-90.000020 Test and Closeout 36- Pipe 30 41 0% 18-Deo-13 31Jan-14 16- ,� Test and Closeout 36' Pipe +12- 21-10.000010 COL To Drab Tank 3 0 0% 12-Nov-I3 14-Nov-13 a COLT. Drain Tenk: 21-10.000000 Start Reservou Construmcn Constraint (tt/15/13) 0 0 0% 15-Nov-13' 1S-Nov-13 14- 1 Start!Reaenroir Construction Constraint (11/15/13) 21-10.000020 Instal Pipe Supports for Air Gap 2 0 0% 15-Nav-13 18-Nov-13 15- 0 Instal Pipe Supports for Air Gap; 21-10.000030 Core Hole in Tank forAlr Gap 1 0 0% 19-Nov-13 19-Nov-13 19- 1 Core Hob in Tarilt far Air Gap 21-10.000040 InstalAlr Gap Piping 1 0 0% 20-Nov-13 20-Nov-13 20- 1 IndlelAir Gap Piping 21-10.000050 Instal concrete Overby 1 0 0% 21-Nov-13 21-Nov-13 21- j 1 Instal Concrete Overby 21-00.000010 Excavate and Pour flurried Pipe Support and Instal F.Ww 5 1 0% 211-No 13 27-Nov-13 22- .____________--------- .-_._______-....., - .__ _ _ _ _ ........... ® ;Enmvale and:Pour Burred pipe Support F^d Instal Ebqw 21-10.000060 Clean and Disinfect Tank 5 0 0% 22-Nov43 02-Dea13 22- ® Clean and Dbirtbct tank 21-10.000070 Paint Pipe 3 2 0% 22-Nov-13 26-1%1 -13 26- © Paint Pipe , 22-10.000010 Form and Pour Vaults 20 -21 0% 30-Sep-13' 25-Oct-13 29- Porm and Pwr Vau4 22-10.000030 Instal Piping and Valves Through Vaults 3 -21 0% 28.Oct-13 30-Oct-13 27- ------------- _--------- .- ..__..._..__.._....._........_.__._._..-.._-.__.------_.______. __:. --------------- j j ®j Instil Pipingjand Valves Through Vaultsj - -- 22-10.000020 Instal Burned EbN'ual to Vaults 1 33 0% 28-OR-13 2&Oct-13 16• 1 Instal Burned Electrical to Vaub 22-10.000040 Paled Pipe and Equipment in Vaults 2 12 0% 31-Oct-13 01-Nov-13 18- ' Point Pipe rand Equipment in Vaults 22-10.000050 Instil Ebs*Wln Vaud 5 12 0% 04-Nov-13 OS-Nov-13 20- :® Instal Electrical In Vault 22-10.000060 Slarhp and Test Flow Meter 1 12 0% 11-Nov-13 11-Nov-13 27- 1 Startup and Test Flow Meter 22-10.0080 0022-10.000070 Fence Around Ebdrlwl Pannel 1 13 0% 11-14 3 v1 11-Nov-13 02- ------ -- -j -- - --- - -- - -- - - - ---1 Fence %wound Ebctricat Pannell---- ----- - --- Startup and Test Flow Control Valves 1 12 0% 112-Nov-13 12-1,1 -13 02- 1 Startup and Test Flow Control Valves smra� Remaining Level of Effort � Actual Work Critical Remaining W_. Salley County C0nbraCt A w E s 1 E R N rearare>. Actual Level of Effort � Remaining Work • ♦ Milestone S U M M I T ActNiry IDAchrity Nam Origi Start Finish Late 2013 2014 Duration Compote Start n I JulAug I..tipI Oct I N- I Feber I Apr Paving and Restoration 30-02.000000 M ft 26th St (6660 SY) 105 3 100% 22-Jul,13 A 24-Jul13. 21- 1 Milling 26th St (6660 Sly 30-01.000010 LCU Campus. Paft and Flex Base (3045 S1) •EFC' 10 100% 31-Ju413A 12-Aug-1: 17- 61111111111111 LCU ampus. Paving and Flex Base (3045 Sh'EFC• 30-02.g00010 26th St, Sheet Reconstruction (6660 St) 15 64 85% MAug-13 A 30-Aug-13 26- ............................................................................. _ _ _ _ _______.____ _ ............. 126th SL Street Reconstrudon (6880 Shy 261h St. Street Reconstruction (6660 Sh; 30-03.000010 Chicago St. Street Reconstruction (4440 S1) 10 56 0°.6 28•Aug-13 11-Sep-13 15- NiMM Chicago St. Street Reconstruction ("40 St) 30-04.000010 29th St. Street Reconstruction (17010 S1) 25 37 0% 04-8e1-13 08-0ct-13 25- j 29th St. $treat Reconstruction (17010 S1) 30-05.000010 25th St Street Reconstruction (3200 S`) 10 44 0% 16-Sep-13 27-Sep-13 15- i = :25th St. Street Reconstructibn (3200 SY) 30-05.000020 Added Curb and Ginter on 25th Street PCM 003 15 9 0% 14Oct-13 01-Nov-13 25- Added Curb and Gutter on 25th Street PCM 003 30-05.000030 Pave 25th Street PCM 003 10 -15 0% 10-Dea13 23-Deo13 15- .._..__L....._...__..__.___. y______________________.,.......................... --------- ._._ __...•................. ® Pa ; 25th Street PCM 003 Remairtirg Level of Effort Actual Work ® CM-1 Remairung W... Bailey County Contract A aaaaaaaa Actual Level of Effort O Remaining Work 0 0 Milestone S U M M I T 4055 International Plaza, Suite 200 • Fort Worth, Texas 76109 • 817-735-7300 • fax 817-735-7491 PROJECT: Bailey County Pipeline — Contract A PROJECT NO.: LUB12311 OWNER: City of Lubbock CONTRACTOR: Western Summit Constructors, Inc. ENGINEER: Freese and Nichols, Inc. DESCRIPTION: Pipeline Adjustment PCM NO.: 006 NOTIFICATION TO CONTRACTOR: 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: rl Notify us that you concur that this change does not require a change in Contract time or amount. A Field Order will be issued. FI 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. rl Proceed with the change. Payment will be made at the unit price bid. rl 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:M CONTRACTOR'S RESPONSE: We respond to your request as follows: DA' rl We propose that this is a no cost or time change. Issue Field Order. ri We submit the attached Price/Credit Proposal with detailed cost breakdown and revised schedule for performing the described change. rl We are proceeding with the change at the unit price bid. rl We are proceeding with the change under the time and materials provisions of the Contract. BY: DA' ACTION TAKEN: rl Proposed Contract Modification rejected. See comments. rl Field Order will be issued. rl Change Order will be issued. BY: DATE: 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. Reference Drawings sheet PL-1 and PL-2. 1. Delete existing plan sheets PL-1 and PL-2 and replace with attached PL-1 and PL-2. The pipeline alignment and easement was adjusted on the AMMMK property. The pipeline was extended into Iola/26`h Street. The additional length is 115.35 linear feet. This length will be an overrun of unit price for pipe installation. 2. Revise the manhole at 470+10 to be traffic rated. The 60-inch manhole can be utilized in lieu of the 72-inch required in traffic rated details. The no -traffic rated lid that is fabricated can be delivered to the City at the end of the project. 3. Replace 30 LF of curb and gutter (width of permanent easement at crossing). Utilize bid quantity, "Extra Curb and Gutter". 4. Remove and replace 356 SY of asphalt paving at Iola/26`h Street. This quantity will be an overrun of unit price for asphalt paving installation. BY: NCL DATE:09/25/2013 Y 77— BEGIN CONTRACT A W. PIPELINE STA 468.52.55 _ N 7,273,310.57 E 918,513.96 WSTALL 36' DISH HEAD PLUG SEE SHEET OT-12 FOR .. CONNECTION OEfaLS �. • � ' I ..:� IC!PI STA AgY{$r ltdRar05 id:KIGrN 0 2oso'sT' ': • ��'k' .. ;If IT3C8C',_'Sd N 7,27J,J10.24 1 ' - QI..PROP. .J PEUNEI q O CAV1 , •! '�I' r r STA 470.10 4Nii' r �.� T 6- % 'f; 01 Ul Li _ J CP20 PI STA 468484 65 56TIT19'[, 0 20-56'54w - •"3".J (( '- !22_l9. N 7273301.71 w _ '. •{" _ ...." ,. t�'ff., U E 918,514.51 "• � ?t CAUTION! OR SHALL I CRNC 12i'At'R! ,g! REPLACE 356 SY�OF ASPHALT , CONTRACTOR SHAALLLL SUPPORT Ylq [LC. A 7[gtt 4Yq® WAfI'/ COpAW 1{4;Sy61I iPAVEMENT (RE: 1/CV-3 AND PROTECT ALL POWER POLES CG%AMA0Q3/:!i M CONSTRUCTION AREA i Tj 470+00 4{ .. .. - .. ,. WiR NOTES, i WCx t�As 1. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ! ALL UTILITIES PRIOR TO MANUFACTUNING PPE AND CONSTRUCTION. 4:a6 W Z W a + a Ns H0 iN J a a E` d Q o�so' —too' U) SCALE IN FEET p < W HORIZONTAL O 1D' 20' u J o LLJ �j Z O -� — F— VERTICALSCALE W j J U d Ln ld d 3 N In -I- o U a ul m "A I 69'AO'27' - m CP2i ! CONTRACTOR SHALL SUPPORT T AND PROTECT ALL POWER POLES ."f1s;>p• - n. IN CONSTRUCTION AREA w r Ibp. w;Y 7,273,266,919,689.5 3210 32101 47Gsnn AMM AA1xnn AR7ann AA n,nn ARA+nn A;=nn ARF+nn 4R7+nn ARR+nn WJ � n0?E„ ry0s 7� T. CONTRACTOR S1W1 VERIFY AND DEPTH OF ALL LOCATION UTILITIES PRIOR TO LL MANUFACTURING PIPE. , RORE/TUNWJMG ACRVRIES AND CONSTRUCTION. ice. P w z W a a 0 + J 00 00 Mxp a V) 0 50' IOo' SCALE FEET HORIZONTAL w N pQ J Q WU) a® U F ma` z s—�0 SCALE INVERTNFF.EET m = LJ J Jl a o �i + z 0 U Q W N J m m Project Baily County Well Field Pipeline Contract A WSCI Project # 350023 Date Prepared: 10/3/2013 PREPARED BY: MW TITLE: PCM006 - Piping Adjustment Marwhole t t to Traffic Rated Concrete -Enca�� _ . _ — --------------- _WSCIBmid, $3.00/t t t t tChange----•--------_�� Notes: I. ITEMS NOT SPECIFICALLY LISTED IN THIS PROPOSAL ARE NOT INCLUDED. 2. Schedule impacts will be addressed upon entering the activity into the schedule - 3. See back-up for additional details.