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Resolution - 2008-R0337 - Change Order To Contract - Eagle Contracting, L.P. - 09_11_2008
Resolution No. 2008-RO337 September 11, 2008 Item No. 5.5 RESOLUTION IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock BE and is hereby authorized and irected to execute for and on behalf of the City of Lubbock, Change Order No. 1 to that -rtain Contract by and between the City of Lubbock and Eagle Contracting, L.P., for the outheast Water Reclamation Plant Improvement (ITB# 07-730-BM), and related c)cuments. Said Change Order No. 1 is attached hereto and incorporated in this -solution as if fully set forth herein and shall be included in the minutes of the City by the City Council this 11th day of September , 2008. TOM MARTIN, MAYOR .TTEST: Garza, City Secretary AS TO CONTENT: Water Utilities Adams' - City Manager VED AS TOFORM: e- _ (/ L/-,- .hard K. asner 'st Assistant City Attorney ATTIRICHARD\Resolutions\Res. EagleContracting.ChangeOrder.08I 808.doc CITY OF LUBBOCK CHANGE ORDER Change Order #: I Contractor: Eagle Contracting, L.P. Date: August 12, 2008 BID/ITB #: 07-730-BM Contract #: 8119 Project Name: Southeast Water Reclamation Plant Improvement 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. 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): This change Order includes the following; the installation of 4 - 24 inch 45 degree bends and temporary by pass piping to maintain the continuous operation of the recycled sludge. The existing 24 inch Recycle activated Sludge line is in a different location than shown on the construction plans. The number of construction joints in new BNR No. 3 basin will be reduced. The total cost of this change order is $29,583.00. The new contract substantial completion date will be July 7, 2011. 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. ITEMIZED COSTS MUST BE FULLY DOCUMENTED AND ATTACHED TO THIS FORM. ITEM DESCRIPTION AMOUNT A. ORIGINAL CONTRACT VALUE: $ 43,520,000.00 B. AMOUNT OF THIS CHANGE ORDER: Council approval required if aver $25,000 n' # IM C. PERCENT OF CONTRACT VALUE THIS CHANGE ORDER (B/A): h _► O'% D. AMOUNT OF PREVIOUS CHANGE ORDERS: $ 0,00 E. TOTAL AMOUNT OF ALL CHANGE ORDERS (B+D): $ 29,593.00 F. PERCENT OF CONTRACT OF ALL CHANGE ORDERS (E/A): 25%Maximum � *��O tp, p f y'd G. NEW CONTRACT AMOUNT (A+E): $ 43,549,583.00 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, This Chan ee Order is not valid without the following signatures (please sifn in order and return 3 orizinals with Contract Cover Sheet to Purchasing and Contract Management Department): lk)A in X2 _r (1) CONTkk16TOR Date (2) PROJECT ARCHITECT/ENGINEER Date Approved as to Conten Approved as TL S /8 ao (3) O 'S R RESENTATIVE D (4)ITY ATTO NEY ate (5) CAPITAL PROJECTS MANAGER Date (6) PURCHAS G D CONTRACT MANAGER Date Change Orders over $25,000 require a Contract Cover Sheet and the following signatures: CITY O iBBOCK ATT T: 1&" 9/11/08 9/11/08 (7) M OR Date (8) CITY SE RETARY Date Council Date: September 11, 2008 Agenda Item #: 5.5 Resolution 1 200 — 337 PUR-045 (Rev 02/06) QBLACK & VEATCH building a yyorld of difference - ENERGY . WATER . INFORMATION . GOVERNMENT City of Lubbock, Texas Southeast Water Reclamation Plant Contract No. 6 Mr. Soo Koon Soon, P.E. City of Lubbock P.O. Box 2000 Lubbock, TX 79457 Mr. Soo Koon Soon: B&V Project 140092.6100 B&V File G-1.9 August 12, 2008 Subject: Change Order 01 Attached with this letter is documentation for Change Order No. 01. This change order involves the following items: 1. Per RFI-033, piping modifications are required to route new return activated sludge (RAS) piping over existing clarifier influent piping. The existing piping field location did not match the piping location on the construction documents. Eagle is requesting $12,695.00 to complete these changes. Eagle's request to add 14 calendar days to the contract is recommended to be reduced to 7 calendar days. 2. Per RFI-033, a temporary RAS piping modification was proposed to alleviate the need to modify the RAS meter vault. The meter vault location was in conflict with the existing RAS piping. Eagle is requesting $25,000.00 to complete these changes. The following documents are attached to support changes 1 and 2. RFI-033 with responses from Laura Stratton dated July 17, 2008 and July 24, 2008. • Letter dated July 25, 2008 from Glenn Grant including the cost breakdown for the changes. Letter dated July 28, 2008 from Laura Stratton. Letter dated August 5 from Glenn Grant including the revised cost breakdown for the changes. Letter dated August 8 from Glenn Grant including the final cost for the changes. • Letter dated August 11, 2008 from Laura Stratton. 3. Per RFI-035, the number of construction joints will be reduced in the new BNR No. 3 basin. This change will result in an $8112.00 credit to the project. The following documents are attached to support this change. • RFI-035 with responses from Roland Holder and Laura Stratton dated July 28, 2008. • Letter dated August 5 from Glenn Grant including the cost breakdown for the changes. • Letter dated August 11, 2008 from Laura Stratton. The change in contract price associated with these changes is detailed below. Original Contract Price: Net increase of this Change Order: Contract Price with approved Change Order Original Contract Time: Net increase of time with this Change Order Contract Time with approved Change Order: $43,520,000.00 $29, 583.00 $43, 549, 583.00 1,185 days to Substantial Completion 7 days 1,192 days to Substantial Completion Black & Veatch Corporation 9441 LBJ Freeway, Suite 114 Dallas, TX 75243 USA • Telephone: 214.570.7000 Page 2 City of Lubbock, TX B&V Project 140092.6100 Mr. Soo Koon Soon, P.E. August 12, 2008 Please let me know if you have any questions regarding these changes. Sincerely, BLACK & VEATCH CORPORATION Laura A. Stratton, P.E. Engineering Manager cc: Mr. John Kelley, P.E., Parkhill, Smith & Cooper, pdf copy Mr. Richard Houghton, Black & Veatch, pdf copy v REQUEST FOR INFORMATION PROJECT: SOUTHEAST WATER RECLAMATION PLANT IMPROVEMENTS PROJECT NUMBER: OWNER: THE CITY OF LUBBOCK, TEXAS 92126 CONTRACTOR: EAGLE CONTRACTING LP 171 ENGINEER: BLACK & VEATCH CORPORATION REFERENCE DATA: Contractor RFI No. 033 Spec Section No. NIA Page No. Para. Drawing No. Sheets 11, 17, 20, 50, 65, 130 & 131 and Sketch CONTRACTOR REQUESTS: ® Information ❑ Interpretation 0 Clarification The existing 24" Sludge Discharge Line out of the Secondary Sludge Pump Station is not where it is shown on the drawings. This existing line passes through the Southeast Corner of the new RAS Meter Vault (Inside of the Vault). Please review the attached information and get us a resolution to this problem. We are stopped in our work for this area. CONTRACTOR'S PROPOSED SOLUTION: REQUESTED BY: DATE: 07/03/08 ENGINEER'S RESPONSE: ❑ Information 0 Interpretation 0 Clarification For the items described above or in the attached material referenced: RESPONSE BY: DATE: S:1Sandi\Eagle Contracting FlesUob Flles1171 -Lubbock WW P1RF1's1RR-033 - RAS Meter Vault Location = 24 Sludge Une.doc Exceptions to the Contract Documents Southeast Water Reclamation Plant Improvements RFI-33 The existing 24" Sludge Discharge Line that exits the Secondary Sludge Pump Station is not where it is shown to be on Sheet 50. This causes multiple problems that will have to be resolved before we can complete our work in this area of the Secondary Sludge Pump Station, new RAS Meter Vault, 18" Secondary Sludge Line to the Pump Station from SC#3, the 18" Sludge line to the Pump Station to Future SC#4, the 16" RAS Discharge Lines from the RAS Meter Vault to BNR Basins 1-3. The existing 24" Sludge Discharge Line goes through the SE Corner of the New RAS Meter Vault. The existing 24" Sludge Discharge Line is at the same elevation as all three 16" RAS Discharge Lines to the BNR Basins 1-3. The new 18" Sludge line to feed Future Clarifier #4 is directly underneath the existing 24" Sludge Line. Please note that this work is driving the Construction Schedule. We have to get the new RAS Pump 4501 up and running and the 16" RAS line to BNR#1 and the Temporary RAS line installed before we can remove the existing 24" Sludge Line. This work determines the start of construction for the new BNR Basin #3. We need your resolution as quick as possible to keep from delaying this project more than it is being delayed now. *raw.lu :**Isic v N AYeY •yq YIIRAIN IOeI aHeAH ♦ \a� . lr rn0 Y �T N' mIR Lflllac MR P� /�y /J� ° �F- ------ a---- � ` , / / • ��y�, �4' �• SAY. Y fMtS 1H` a 90• Y. \'�' �� . / „ `'1�' ---1 - O11N'"Y I(EY aaa .^�A» Pe'+'Ix(BII®y�TH i , , '�gg r xH,YHN. NHIHHxI Lirt_aveHH YY '' i ;; w d Cam`/J5(y .T 1 ; e. 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( i ��•I Cy8 a / - _ e -W mm 111Stu .■ olliml■■■■. 1MIMEM■ MIN ME ■mll ■I,-EME ��MOM r��r!rsei d Al f / 1 Zb LUBBOCK, TEXAS SOUTHEAST W4TO RECLAMATION PLANT IWROMENTS CONTRACT NO. B �cl�:rrcH .... �..r.r.....r. .e.e••^�_ . V a � SITMM PLANT 4 PIPING PROFILES DM13 kt 20 � x..n unie vn+r owm. ®rr® SC4-5 No Text REQUEST FOR INFORMATION PROJECT: SOUTHEAST WATER RECLAMATION PLANT IMPROVEMENTS PROJECT NUMBER: OWNER: THE CITY OF LUBBOCK TEXAS 92126 CONTRACTOR: EAGLE CONTRACTING LP 171 ENGINEER: BLACK & VEATCH CORPORATION REFERENCE DATA: Contractor RFI No. 033 Spec Section No. N/A Page No. Para. Drawing No. Sheets 11, 17, 20, 50, 65,130 & 131 and Sketch CONTRACTOR REQUESTS: ® Information ❑ Interpretation ❑ Clarification The existing 24" Sludge Discharge Line out of the Secondary Sludge Pump Station is not where it is shown on the drawings. This existing line passes through the Southeast Corner of the new RAS Meter Vault (Inside of the Vault). Please review the attached information and get us a resolution to this problem, We are stopped in our work for this area. CONTRACTOR'S PROPOSED SOLUTION: REQUESTED BY: DATE: 07/03/08 ENGINEER'S RESPONSE:) Information ❑ Interpretation ❑ Clarification For the items described above or in the attached material referenced: See the attached sheets for piping and structure modifications. RESPONSE BY: Laura Stratton DATE:07-17-2008 S:1SendilEagle Contracting FlesUob Flles1171 - Lubbock W W'rPIRFI's1RF1-0M - RAS Meter Vault Location vra 24 Sludge Une.doe Response to RFI-033 — 7/17/2008 This RFI includes multiple issues and requires several modifications to address actual conditions found in the field. Refer to the information below and the attached sheets for resolution to the conflicts. 1. In order to protect the existing 24" RAS line, the RAS suction line for Secondary Clarifier No. 3 will be moved to the south 6'-0". Due to the elevation of the existing 24" RAS line and the Secondary Clarifier No. 3 suction line and their proximity, by shifting the Secondary Clarifier 3 line to the south will help protect the existing 24" line. See attached sheets CY2 and CY8. 2. During the course of excavation in the area for the Secondary Clarifier No. 3 RAS suction line, the existing 42" Secondary Clarifier 2 influent line was discovered to be in a different location than indicated on the drawings. Based on information from the Contractor, the elevation of the existing line is at the same elevation of the 18" Secondary Clarifier No. 3 RAS suction line. In order to route the new 18" line over the existing 42" line, a series of bends should be used. Two 450 bends may be used on the west side of the 42" line to cross the 18" line over the 42" line, and two 22'/z ° bends used on the east side of the 42" line to bring the elevation of the 18" line down to the required elevation. See attached sheet CY11. 3. Due to piping conflicts with the new piping existing piping, the layout of the future Secondary Clarifier No. 4 RAS suction line will be revised. See attached sheet CY8. 4. The location and size of the RAS meter vault will be revised. These revisions should move the vault away from the existing 24" RAS discharge line. This line was discovered to be in a different location than as indicated on the drawings. The vault will be moved to the west 3'-0" and the length reduced from 19'-0" to 17'-0". This change will require the following modifications to the drawings. a. Inside of the existing Secondary Sludge Pumping Station, the location of the wall penetrations for the discharge piping will be revised to accommodate the shifting of the vault 3'-0" to the west. Additionally, the spacing of the wall penetration between the discharge lines to BNR No. 1 and BNR No. 3 will need to be increased from 5'-6" to 6'-0". See attached sheet SC4-6. DWG No. 4 from Ferguson Waterworks shows the revised piping inside the pumping station. b. The spacing between the access hatches for the flow meters on the discharge lines to BNR No. 1 and BNR No. 3 will need to be increased from 5'-6" to 6'-0". Also note that the access hatches should be centered over the flow meters. The north -south orientation should be adjusted to accommodate actual dimensions of the piping, valves, and meters from the suppliers. See Sheet SC4-7. C. The reduction in the length of the meter vault from 19'-0" to 17'-0" will required a revision to the layout of the stairs. Refer to attached sheets SC4-8, SC4-9, and Section Al. 5. The elevation of the 16" RAS discharge lines to BNR No. 1, 2, and 3 as they leave the meter vault are at the same elevation of the existing 24" RAS discharge line. The 16" lines should pass beneath the existing 24" line. Per DWG No. 3 from Ferguson, the lines to BNR No. 2 and 3 already have bend to allow for changes in elevation. The bends should be located to allow the new 16" lines to go beneath the existing 24" line. The 16" line to BNR No. 1 is shown at a constant elevation. Bends will need to be added to accommodate an elevation change to go beneath the existing 24" line. An option could be to add bends to change the centerline elevation of the line from 3151.5 to 3149. This would eliminate the need for one of the 4511 bends in the interconnection line. See attached Sheet CY8 and DWG No. 3 from Ferguson. ' mbar � Fau �� '" " / �� • ' tr mtw mnma mE " T I (�2.5•. . 33'; '�v!. r -.._.•4 / rxn mNvm w mtmNUEr aea mJtllla)!!01 n Nt1F aem i / r ro _ _ _ _ .��'•� 1 i i'a-- \\`, mAmmr ro, 9mlAm Ew®n anMrmE. 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PAS CISCWIBE 7C 11101 AO.d Ia Pam. IBtI: t••10' r � i kI rm e ..., i . r- •ta..r 'AWNv Ao. � Warr 'AWNJt EE01 LIL® rn ata.- �, _. — It)1r: - i - OdR M!rl'—.MrF A 6WNW «or Elbe—Ylro Mr OM tM tM .— - !•YO — 14' MS UISCMdfH M SUR A0.1 lour: rM Is«: r••ro• 0.« 0M runae fa• T-31awv Eg :� isu: r M• rtr: •.tr Wl. Al j! Zlfi'' • �I� ./ •� III �i dM a•i0 2101.11 /F• MEOW" xn.a awoe 40 11 51-3 S 2YO5 CY11 M Of I01 II \ � ,,III `. NEWIII I; . L { ruLJanwucews p(an�i,er.m �I ;II ��� t I-. a h , >r a yg t 5!. t . I facx v. �6Oa1 - fNrW[) i .eOYr frrel� � _ � ( �•.'j6i:�{iLF SELOYOAAY CLARIFIER �" SECCA"Y CLARIFIER —{ r j � I aae nas,r eu+ rMl �i R il(ee]pMll � .KOr YXbO�.' i vim! R � >a a • CIO 12 .• R..a raclwROF .• w.ravwoX /I I —c/L A ' 1, ! W I ly� \ / 1 1/Y VLC M9 8XVl.E ¢ 3 �uj rrn� _ .. - - - - - _- --•-� - - - y ea a• wladw 1Is,.� _7I` ._ -1N a.._. 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Swt .REm. a "WIC WCTQ� l�l 0 0 SalIi � �'M�rJMJrFl WGt rtMDM. is 140092 1 / '/ SECTIMAL PLAN 0 EL 3151.50 SCC4 l6 .� �, Iruro:r, JWr.I ,., j ZLI.. .., ..11,L•.r.a• -1 aldi "Will IF Cl) ,Vw -,OOu I v I I y I I I - W11hyd i A TT v Ila WAM J=tlt law .I T�Om &gldlhVM AYMNI +S2-ph D'14+ OV IiO—tl "I"IS . AV,�,q ---- -------- -- ----------- Fi _)-JRXAJ MYtH NeA I tlMTMer �� pe a ca! y - -N OR AieY 1RI Mt 16 AEIr. ee1Y e/ [.1MN• A ar1N1! Y lo• NYa'beM OYI. t111N-RQ. — i emllotl twlea � ! i Nrlao III qNa avr. ewm.faA A.aNls a a..r u Ir uri :ewu�iN lm YfY NeN crrcw . r•a r rx. m/ee �l (I/ N 116r ! le` —secr — le••i••H I SECTION a f/r.r r��l�s2d Per a++ach6 9 oil1 Qg� W 4 A w4 ~� � o¢ —mire m.crras j� J �~•q. ti h 1- r.a• Arm n. _ Nr Alll Neap �I � I IeuN ra IIN 14002 SC4-8 SWET '" Of 291 T11 a fN••r•s• I a ar rxm+ c. twerp c. nwean Se-cti on A 1 • eav ar nwnr� I — ms ar mc. srweme l i Haas rdr asa rrwerpa � awr 1 ra aatwr� .ns earnsuar I ,FA MSTAIR PL r L — STAIR PLAT/ a SC4-9 1! „ Imxeo na a ro Iaose nnxz I I I I I � z T—-I I -— —--� I ---I .I i I 1 i I I I � y; _ I i ---- 1 R1161{OM 1 IRiEYIY.'yILR � . n f --- IWO zv! 1� t4s4• tnlu•,• y, I ^Ijj'f a` SECTM •l1 m. S rr. xo. cYa qp*L I GI RAS DISCHARGE Sale, IN - lw i—� 3ECrK)N V em am. ro. oa I6'RAS MCMARGE 9cM8 I!/ - 1.0 SECTION C PM SSc w. SC.7 R!5 SUCflON / DLSLHARGE PIPE xiVL IM- I'-0 41 f{i-.q! a 41N 4 M M.........,. ...... NIA/MT ... u L►Sro6 m dMN1iYM009g11 ��_� _ ON�MI�IA ..ai , __.,.— .a: �. iun ..a N011tll 9NIdW(ld 390fT1S ec a, •ou�c_n> KVs YYM/D'�G�70�VU7000tl1111 J00-1 IN loco I I I }i rh 1A i� rAO, l'-; 119" z'-A- TI-A~ SECTION 1 /4"=1'-0" STAIR REVISED SECTION 7-15-08 • A Y C) f r{ REQUEST FOR INFORMATION PROJECT: SOUTHEAST WATER RECLAMATION PLANT IMPROVEMENTS PROJECT NUMBER: OWNER: THE CITY OF LUBBOCK TEXAS 92126 CONTRACTOR: EAGLE CONTRACTING LP 171 ENGINEER: BLACK & VEATCH CORPORATION REFERENCE DATA: Contractor RFI No. 033 Spec Section No. N/A Page No. Para. Drawing No. Sheets 11, 17, 20, 50, 65,130 & 131 and Sketch CONTRACTOR REQUESTS: ® Information (] Interpretation El Clarification The existing 24" Sludge Discharge Line out of the Secondary Sludge Pump Station is not where it is shown on the drawings. This existing line passes through the Southeast Corner of the new RAS Meter Vault (Inside of the Vault). Please review the attached information and get us a resolution to this problem. We are stopped in our work for this area. CONTRACTOR'S PROPOSED SOLUTION: REQUESTED BY: DATE: 07/03/08 ENGINEER'S RESPONSE: l Information El Interpretation ❑ Clarification For the items described above or in the attached material referenced: See the attached sheets for piping and structure modifications. See attached revision information to supplement information issued on 07/17/2008. RESPONSE BY: Laura Stratton DATE:07-17-2008 Revised 07-24-2008 S:1SandKEagle Contracting FilesUob Files1171 -Lubbock VWVTMRFPs1RF1-033 - RAS Meter Vault Location WS 24 Sludge Une.doo RFI-033 — Revision 1 — 7/23/2008 This revision appends the response issued on 7/17/2008. Additional options were reviewed and considered to accommodate the existing piping locations. No modifications from RFI-033. 2. No modifications from RFI-033. 3. No modifications from RFI-033. 4. The revisions to the location and size of the RAS meter vault will not be required. The following piping modifications are required to accommodate the conflict with the existing 24" RAS discharge line. a. Provide a temporary connection between the existing 24" RAS discharge to the new BNR No. 1 16" RAS discharge line. See the attached figure and Sheet CY8. The 16" RAS discharge line is currently being installed, and will extend to the existing aeration basin distribution structure. This new connection will allow the existing pumps RP-502 and RP-503 to pump RAS to the aeration basins until new RAS pump P-4501 is installed and operational. The 24" x 16" reducer on the temporary line should be located to minimize the length of 24" piping. b. Once the connection is made to the existing 24" RAS discharge, the portion of the 24" RAS discharge line that is in conflict with the RAS meter vault can be removed. The RAS meter vault and the discharge lines can be installed as indicated in the Contract Documents. C. After the installation of RAS pump P-4501 and the discharge piping, connect the 16" RAS discharge line to BNR No. 1 and remove the temporarily installed line. 5. Modifications from RFI-033 will not be required. 07/23/2008 10:34 9724752301 EAGLE CONTRACTING PAGE 02/02 cl Eller q• rum enaasr axfer a,• n arm wrrerrrw EA2ARGHJ PLANLl K w• F eF f IF A a,q.ae yplar r) I T p.Y'I � rfarw llw(Y {' q• rum !w 1 F(eaOM ,l 1'---—( q• yr K w• ILlgwar ah rwNe tamart acal '-q•-ar ass q• aqa -w w• em m rrr .. � I � i.v�a ii _. _-_ ramrw a tar H ma.as _..-.� ,/ re�lafaC rHIM�Ut/ ��J' q• w• e]o q� rnm K rows aorp Amax:i ra• w rr a Ir.N � IF A ]Hr.M �utn q• w fII -- as aacrrw ouu- q• r lrw IF a mar.m -- � q• w � tw A arar.w _ns r awe _._.) IIYV A al]i.Or \ M[ `rlryr re• wrw _ '�-_ a.rocra wrw ENLARGED PLAN ,t' ewle r ur ar •.e• a•.a• mfa tacsl eerwas wort � ! r "TV safe ! �� aeosower auoae i�ri cla an� � 4 croa�epa- ♦_ F m H rrn.,rs "--am Q. ma /rune .]omr a aamn® 1 Cnrrrrw an 4r ] ro Awn um w• aboovr rM H e,«e E� I� n r] �r a.wrrw neomrrl, --- ?o bde.noE!►ShedM -PLANRASp,sFAQ6 e �vr 4'he �o,n5i,ruciion 15 -24"1c 1v redtLar the itag+a,c>4 aa" oioei I I un.r �6r! we orea]ara ner.a {ra.p. W JS(.a'Yarr of- 44-< MS !-leFerl/QL(!�• This Conned Will ,, rtO-f-ba rrtoLde uniijJ °.)l 1 n srt al ltd -Ka �Ft-'-! D�-�er4}Y(YW t - 116"KAS Disclnur9e H IMIa nnr err. ro eras Ir en a1M1arY ro ew a.1 era aura leown B aawael—� nrar e• orna ra•.u• v rs war rteoeaa ro ew o.r ... ASCiMtr' ■lrlef •. _ rawlF rta rr�acr _ _re,.w• ew cn nw.a J� � m .r• rr •u oteor� wwrre, +aarr ro ew a.a la alr0. Cll a,w.a • tll�a illal Her]i .41YOFr aaHrtw a.. fF err). r» —� SECiT%ON Ilr• I •B' yp WE I Ya 77 (!F OJ 29I July 25, 2008 Black & Veatch Corp. 9441 LBJ Freeway — Suite 114 Dallas, Texas 75243 Attn: Ms. Laura Stratton RE: Southeast Water Reclamation PIant Improvements Contract ITB # 07-730-BM — Project # 92126 The City of Lubbock, Texas Black & Veatch Corporation Subj.: Contractors Modification Request (CMR-04) per The Revised Response to RFI-033 dated 7-22-2008 Dear Laura, As requested by you, Eagle Contracting, L.P. proposes to add the 18" Fittings required to run the New 18" Secondary Sludge Line up and over the Existing 42" Influent line to Secondary Clarifier #2 and add a 16" Temporary Line that connects the existing 24" Sludge Discharge Line, from the Secondary Sludge Pump Station, to the new 16"R.AS Line to BNR#1 for the Total Lump Sum Amount of Forty Two Thousand Three Hundred and Eighty One Dollars ($42,381.00). We also request a Contract Time Extension of 14 days to cover this extra work that is on the critical path for this Project. This proposal is required to cross the existing 42" Influent Line that is not where it is shown in the drawings and is required because the existing 24" Discharge line is not where it was shown in the drawings. This proposal will allow the RAS Meter Vault to remain in the Contract as drawn and allows us to pipe the 18" Secondary Sludge Line to the R.A.S Meter Vault. With Kindest Regards, Glenn Grant Project Manager cc: File (Proposals) & Field P.O. Box 1600 0 Keller, Texas 76244 0 Metro (817) 379-1897 - Metro (817) 379-0610 Fax Yahoo! Mail - g.grant@eaglecontractinglp.com Page 1 of 1 ' .* X "AL& rim Print - Close Window Subject: RFI-033 Revision 1 Date: Thu, 24 Jul 2008 12:00:17 -0500 From: "Stratton, Laura A." <StrattonLA@bv.com> To: °glenn grant"<g.grant@eagiecontractingip.com> htto://cy_ciext0l.bv.com/py lici ink.asp?pi=LUBBSEWRP&fs=%7BF208OB96%2DCC43%2D4553%2D8AD2%2DB638936298B2%7D% 08Construction+lnformation %08CU RRENT Glenn, Attached is the revised response to RF1-033. Please proceed in developing a cost proposal to cover any changes associated with the changes. As soon as I receive the proposal, I will initiate the paper for a change order. Laura http://b5.mail.yahoo.comlymleaglecontractinglp. comIShowLetter?box=Inbox&MsgId=3616_35669512_48... 7/24/2008 RFI-033 — Revision 1 — 7/23/2008 This revision appends the response issued on 7/17/2008. Additional options were reviewed and considered to accommodate the existing. piping locations. 1. No modifications from RFI-033. 2. No modifications from RFI-033. 3. No modifications from R17I-033. 4. The revisions to the location and size of the RAS meter vault will not be required. The following piping modifications are required to accommodate the conflict with the existing 24" RAS discharge line. a. Provide a temporary connection between the existing 24" RAS discharge to the new BNR No. 1 16" RAS discharge line. See the attached figure and Sheet CY8. The 16" RAS discharge line is currently being installed, and will extend to the existing aeration basin distribution structure. This new connection will allow the existing pumps RP-502 and RP-503 to pump RAS to the aeration basins until new RAS pump P-4501 is installed and operational. The 24" x 16" reducer on the temporary line should be located to minimize the length of 24" piping. b. Once the connection is made to the existing 24" RAS discharge, the portion of the 24" RAS discharge line that is in conflict with the RAS meter vault can be removed. The RAS meter vault and the discharge lines can be installed as indicated in the Contract Documents. C. After the installation of RAS pump P-4501 and the discharge piping, connect the 16" RAS discharge line to BNR No. 1 and remove the temporarily installed line. 5. Modifications from RFI-033 will not be required. 87 2 �200.8 I0:3d i2475230 F.�#01 F' CbNTRALTING PAGE '92*/ 62. qq man Altill, lull IL SMA J(3 171 (►2ICE-11) F1L&,U9UF0RiNF0RUAT10M PROJECT: SOUTHEAST WATER RECLAMATION PLANT IMPROVEMENTS PROJECT NUMBER: OWNER: THE CITY OF LUBBOCK TEXAS 92126 CONTRACTOR; EAGLE CONTRACTING LP 171 ENGINEER. BLACK & VEATCH CORPORATION REFERENCE DATA: Contractor RFI No. 033 Spec Section No. N/A Page No. Para. Drawing No. Sheets 11, 17, 20, 50, 65, 130 & 131 and Sketch CONTRACTOR REQUESTS: ® Information ❑ interpretation ❑ Clarification The existing 24" Sludge Discharge Line out of the Secondary Sludge Pump Station is not where it Is shown on the drawings. This existing line passes through the Southeast Corner of the new RAS Meter Vault (inside of the Vault). Please review the attached information and get us a resolution to this problem. We are stopped in our work for this area. CONTRACTOR'S PROPOSED SOLUTION: REQUESTED BY: DATE: 07/03/08 ENGINEER'S RESPONSE: 1 Information 0 Interpretation ❑ Clarification For the items described above or In the attached material referenced: See the attached sheets for piping and structure modifications. RESPONSE BY: Laura Stratton DATE: 07-17-20 0 B S:%SandWagle Coniracl1ng FIIesUob F9es1171- Lubbock W WTPV 11ARFI-033 - RAS Meter Vault Location vrs 24 Sludge LUe.doc Response to RFI-033 — 7/1712008 This RFI includes multiple issues and requires several modifications to address actual conditions found in the field. Refer to the information below and the attached sheets for resolution to the conflicts. 1. In order to protect the existing 24" RAS line, the RAS suction line for Secondary Clarifier No. 3 will be moved to the south 6'-0", Due to the elevation of the existing 24" RAS line and the Secondary Clarifier No. 3 suction line and their proximity, by shifting the Secondary Clarifier 3 line to the south will help protect the existing 24" line. See attached sheets CY2 and CY8. 2. During the course of excavation in the area for the Secondary Clarifier No. 3 RAS suction line, the existing 42" Secondary Clarifier influent line was discovered to be in a different location than indicated on the drawings. Based on information from the Contractor, the elevation of the existing line is at the same elevation of the 18" Secondary Clarifier No. 3 RAS suction line. In order to route the new 18" line over the existing 42" line, a series of bends should be used. Two 451 bends may be used on the west side of the 42" line to cross the 18" line over the 42" line, and two 22'/z ° bends used on the east side of the 42" line to bring the elevation of the 18" line down to the required elevation. See attached sheet CY11. 3. Due to piping conflicts with the new piping existing piping, the layout of the future Secondary Clarifier No. 4 RAS suction line will be revised. See attached sheet CY8. 4. The location and size of the RAS meter vault will be revised. These revisions should move the vault away from the existing 24" RAS discharge line. This line was discovered to be in a different location than as indicated on the drawings. The vault will be moved to the west 3'-0" and the length reduced from 19'-0" to 17'-0". This change will require the following modifications to the drawings. a. Inside of the existing Secondary Sludge Pumping Station, the location of the wall penetrations for the discharge piping will be revised to accommodate the shifting of the vault 3'-0" to the west. Additionally, the spacing of the wall penetration between the discharge lines to BNR No. 1 and BNR No. 3 will need to be increased from 5'-6" to 6'-0". See attached sheet SC4-6. DWG No. 4 from Ferguson Waterworks shows the revised piping inside the pumping station. b. The spacing between the access hatches for the flow meters on the discharge lines to BNR No. 1 and BNR No. 3 will need to be increased from 5'-6" to 6'-0". Also note that the access hatches should be centered over the flow meters. The north -south orientation should be adjusted to accommodate actual dimensions of the piping, valves, and meters from the suppliers. See Sheet SC4-7. C. The reduction in the length of the meter vault from 19'-0" to 17'-0" will required a revision to the layout of the stairs. Refer to attached sheets SC4-8, SC4-9, and Section Al. 5. The elevation of the 16" RAS discharge lines to BNR No. 1, 2, and 3 as they leave the meter vault are at the same elevation of the existing 24" RAS discharge line. The 16" lines should pass beneath the existing 24" line. Per DWG No. 3 from Ferguson, the lines to BNR No. 2 and 3 already have bend to allow for changes in elevation. The bends should be located to allow the new 16" lines to go beneath the existing 24" line. The 16" line to BNR No. 1 is shown at a constant elevation, Bends will need to be added to accommodate an elevation change to go beneath the existing 24" line. An option could be to add bends to change the centeriine elevation of the line from 3151.5 to 3149. This would eliminate the need for one of the 45" bends in the interconnection line. See attached Sheet CY8 and DWG No. 3 from Ferguson. Eagle Contracting, L.P. SEWRP - Lubbock Job No. 171 Work Description: Piping Changes @ RAS METER VAULT Ref. RFI-033 Revised 7-24-08 Ar:TIVITY 01JANT17Y UNITS suBcoNTRACT Date: July 25, 2008 Proposal: CMR-04 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR Cross 42" SC#2 Influent Line wl 18" Sec.Sludge from SC#3 Add 18" MJ 45 Elbows 2 ea 612.00 1,224.00 128.00 256.00 Add 18" MJ 22 1/2 Elbows 2 ea 595.13 1,190.26 128.00 256.00 Add 18" Megalugs 8 ea 208.99 1,671.92 64.00 512.00 0.00 0.00 Tie Existing 24" Sludge Discharge 190 cy 0.00 0.00 0.00 9.00 0.00 0.00 1,710.00 Line to new 16"RAS to BNR#1 Pipe Excavation (Install & Remove) Backfill - Temporary - No Embedment 182 cy 0.00 11.00 2,002.00 (Install & Remove) 0.00 0.00 24" MJ 45 1 ea 1,174.80 1,174.80 183.00 183.00 Add Restraint Rods from 24" Wall Pipe 1 Is 123.90 123.90 92.00 92.00 to new 45 Elbow 0.00 0.00 24" x 16" MJ Reducer 1 ea 1,023.60 1,023.60 183.00 183.00 24" Megalugs 3 ea 305.43 916.29 92.00 276.00 16" DIP 40 If 0.00 0.00 6.50 260.00 16" MJ 45 2 ea 0.00 0.00 116.00 230.00 Note: the top two pipe items will be 0.00 0.00 used here until Pump 4501 Is running 0.00 0.00 then we will use these items to 0.00 0.00 complete the 16" RAS Line to 0.00 0.00 BNR#2. 0.00 0.00 16" Megalugs for above two items will 5 ea 155.04 775.20 58.00 290.00 be wasted - to restrain the pipe you 0.00 0.00 torque the bolts to the pipe until the 0.00 0.00 bolt heads snap off. We will have to 0.00 0.00 cut these megalugs off to make the 0.00 0.00 final tie-in. Also for 24x16 reducer. 0.00 0.00 Remove Existing Tie Piping 1 Is 0.00 757.00 757.00 0.00 0.00 16" Solid Sleeve 1 ea 235.20 235.20 115.00 115.00 16" Megalugs 2 ea 155.04 310.08 58.00 116.00 Note: We will have to have this sleeve 0.00 0.00 to tie the 16"RAS from the RAS Meter 0.00 0.00 Vault to the 16"RAS to BNR#1 once we 0.00 0.00 remove the 16" Tie Piping. 0.00 0.00 0.00 0.00 Small Tools 1 Is 300.00 300.00 0.00 Kobelco 480 Track Hoe 1 Is 8,233.00 8,233.00 0,00 Trench Boxes 1: Is 667.00 667.00 0.00 Rubber Tired Loader 1 Is 3,640.00 3,640.00 0.00 Walk Behind Compactor 1 Is 867.00 867.00 0.00 Dozer 1 Is 2,600.00 2,600.00 0.00 0.00 0.00 0.00 24,952.25 TOTAL LABOR 7,238.00 0.00 SEWRP - Lubbock TOTAL LABOR W/O BURDEN LABOR BURDEN/BNFTS - 52% TOTALLABOR TOTAL MATERIALS TOTAL SUBCONTRACTS SUBTOTAL INSURANCE @ 2-1/2% SUBTOTAL OH&P@15% SUBTOTAL 7,238.00 3,763.76 11,001.76 24, 952.25 0.00 898.85 0.00 CONTRACT TIME EXTENSION REQUEST = 14 Days SEWRP - Lubbock Yahoo! Mail - g.grant@eaglecontractinglp.com Page 1 of 2 "SMAZOOLS3 ALt. BUSIfNESS From: "Rebecca Freathy - 1107 HOUSTONWW" <rebecca.freathy@ferguson.com> Subject: Email Bid# 6113914 To: g.grant@eaglecontractingip.com Date: 25 Jul 2008 11:09:39 -0400 Price Quotation # B113914 Ferguson Waterworks #788 2650 S Pipeline Road Euless, TX 76040 Phone: 817-267-3900 Fax: 817-267-3912 Bid No.......: 13113914 Bid Date...: 07/25/08 Quoted By: RLF Customer.: EAGLE CONTRACTING L P LUBBOCK SE WTR RECLAMATION PO BOX 1600 KELLER, TX 76244 Cust PO#..: ADDITIONAL MAT. Print - Close Window Cust Phone: 817-379-1897 Terms.........: NET 10TH PROX Ship To.......: EAGLE CONTRACTING L P LUBBOCK SE WrR RECLAMATION PO BOX 1600 KELLER, TX 76244 Job Name.: LUBBOCK SE WTR RECLAMATION Item Description Quantity Net Price UM Total CROSS 42" SC#2 INFLUENT LINE W/18" SEC. SLUDGE FROM SC#3 MALA18 18 MJ C 153 45 BEND L/A 2 612.000 EA 1224.00 MJ2LA18 18 MJ C153 22-1/2 BEND L/A 2 595.130 EA 1190.26 El It 8DEC 18 MEGALUG ACC PKG W/ MJ GSKT F/ DI 8 208990 EA 1671.92 TEMPORARY TIE EXISTING 24" SLUDGE DISCHARGE TO NEW 16" RAS TO BNR# 1 MALA24 24 MJ C153 45 BEND L/A 1 1174.800 EA 1174.80 MJRLA2416 24X16 MJ C153 RED L/A 1 1023.600 EA 1023.60 El 124DEC 24 MEGALUG ACC PKG W/ MJ GSKT F/ DI 3 305.420 EA 916.26 MTSSLA16 16X9-1/2 MJ C153 SHORT SLV L/A 1 235.200 EA 235.20 El I 16DEC 16 MEGALUG ACC PKG W/ MJ GSKT F/ DI 2 155.040 EA 310.08 PLEBNF 3/4 PLN EYE BOLT 4 2.990 EA 11.96 GATRF10 3/4X10 Z/PLT ALL THRD ROD 40 2.700 FT 108.00 ZHNF 3/4 Z/PLT STD HEX NUT 8 0.261 EA 2.09 http://b5.mail.yahoo. com/ym/eaglecontractinglp.comIShowLetter?box=Inbox&Msg1d=2502_3 8923 920_5 6... 7/25/2008 Yahoo? Mail - g.grant@eaglecontractinglp.com Page 2 of 2 ZPFWF 13/4 ZN PLTD FLT WSHR 0.2311EA 1 1.85 I EI I16DEC 116 MEGALUG ACC PKG W/ MJ GSKT F/ DI f 51 155.040 +EA 1 775.201 Net Total: 8645.22 Tax: 0.00 Total: 8645.22 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. Quotations are offered contingent upon the Buyer's acceptance of Seller's terms and conditions. Seiler objects to all other terms and conditions. Seller not responsible for delays or lack of product due to causes beyond our control. Purchaser's sole warranties, if any, are those provided by the manufacturer. SELLER DISCLAIMS ALL EXPRESS OR IMPLIED WARRANTIES, INCLUDING ALL IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS OR FITNESS FOR PARTICULAR PURPOSE. IN NO EVENT WILL SELLER BE LIABLE FOR ANY INCIDENTAL, PUNITIVE, SPECIAL OR CONSEQUENTIAL DAMAGES ARISING'DIRECTLY OR INDIRECTLY FROM THE OPERATION OR USE OF THE PRODUCT. SELLER'S LIABILITY, IF ANY, SHALL BE LIMITED TO THE NET SALES PRICE RECEIVED BY SELLER. Complete Terms and Conditions are available upon request or can be viewed on the web at www.ferguson.com/salas-terms.htm1. http://b5.mail.yahoo.comlym/eaglecontractinglp.com/ShowLetter?box=Inbox&MsgId=2502_3 8923920_56... 7/25/2008 BLACK & VEATCH T beildieg a WOfld ol ditbrence» ENERGY . WATER . INFORMATION . GOVERNMENT City of Lubbock, Texas Southeast Water Reclamation Plant Contract No. 6 Mr. Glenn Grant Eagle Contracting, L.P. P.O. Box 1600 Keller, TX 76244 Dear Mr. Grant, B&V Project 140092.6100 B&V File G-1.9 July 28, 2008 Re: CMR-041RFI-033 Eagle's request for change for CMR-04 has been reviewed. This request is for additional work incurred from the response to RFI-033. A complete review of the request cannot be completed until additional cost breakdown is provided. It is difficult to determine the basis for the manhours for each task. Clearly identify the manhours. There are lump sums for all of the tools. The tool cost should be provided in a format that can be evaluated. i.e. manhours and unit cost for the equipment Provide an explanation of what is included in the Labor Burden/Benefits. Quantify what the 14 days includes. This RFI included multiple items. The temporary line for the RAS appeared to have been a method for Eagle to pick up additional time. I appreciate the effort put forth in resolving the issues associated with the RFI. It is my feeling, though, that the submitted amount is too high. This additional breakdown will help me better evaluate the costs associated with the change. Please contact me if you have any questions at 214/570-7076. Sincerely, BLACK & VEATCH CORPORATION Laura A. Stratton, P.E. Engineering Manager cc: Rich Houghton, B&V, pdf copy Soo Koon Soon, City of Lubbock File Black & Veatch Corporation 9441 LBJ Freeway, Suite 114 Dallas, TX 75243 USA • Telephone: 214.570.7000 August 5, 2008 Black & Veatch Corp. 9441 LBJ Freeway — Suite 114 Dallas, Texas 75243 Attn: Ms. Laura Stratton RE: Southeast Water Reclamation Plant Improvements Contract ITB # 07-730-BM — Project # 92126 The City of Lubbock, Texas Black & Veatch Corporation Subj.: Contractors Modification Request (CMR-04) per The Revised Response to RFI-033 dated 7-22-2008 -Redone per Black & Veatch Letter of 7-28-08 Dear Laura, As requested by you, Eagle Contracting, L.P. proposes to add the 18" Fittings required to run the New l 8" Secondary Sludge Line up and over the Existing 42" Influent line to Secondary Clarifier #2 and add a 16" Temporary Line that connects the existing 24" Sludge Discharge Line, from the Secondary Sludge Pump Station, to the new 16"R.AS Line to BNR# 1 for the Total Lump Sum Amount of Forty Three Thousand Three Hundred and Twenty Eight Dollars ($43,328.00). I raised the original price just a little because I forgot that we were renting a Trench Box from ASCO, Dozer from Hertz & Walk Behind Compactor from Hertz (invoices attached). We also request a Contract Time Extension of 14 calendar days to cover this extra work. This proposal is required to cross the existing 42" Influent Line that is not where it is shown in the drawings (cost of Crossover = $12,695.00 and 4 day time extension) and is required because the existing 24" Discharge line is not where it was shown in the drawings (cost of Bypass = $30,633.00 and 10 day time extension). P.O. Box 1600 0 Keller, Texas 76244 a Metro (817) 379-1897 0 Metro (817) 379-0610 Fax This request benefits all parties involved. The original RAS Meter Vault will not have to be downsized and relocated and the Piping in and out of the Secondary sludge Pumps Station will not have to be changed to miss the Existing 24" Sludge Discharge Piping. Please note that the pricing for the downsizing of the RAS Meter Vault and Piping changes would have be just as much as this proposal. Everyone wins with this new proposal. With Kindest Regards, Glenn Grant Project Manager cc: File (Proposals) & Field OLACK & VEATTO Lui�dikg WOili�oi dlttFeNJ — EN kV . WATER i INF.Q"T1.DM • 9DYgRNMENT City of Lubbock, Texas Southeast Water Reclamation Plant Contract No. 6 Mr. Glenn Grant Eagle Contracting, L.P. P.O. Box 1600 Keller, TX 76244 Dear Mr. Grant, B&V Project 140092.6100 B&V File G-1.9 July 28, 2008 Re: CMR-04/RFI-033 Eagle's request for change for CMR-04 has been reviewed. This request is for additional work incurred from the response to RFI-033. A complete review of the request cannot be completed until additional cost breakdown is provided. It is difficult to determine the basis for the manhours for each task. Clearly identify the manhours. • There are lump sums for all of the tools. The tool cost should be provided in a format that can be evaluated. I.e. manhours and unit cost for the equipment Provide an explanation of what ls.included in the Labor Burden/Benefits. • Quantify what the 14 days includes. This RFI included multiple items. The temporary line for the RAS appeared to have been a method for Eagle to pick up additional time. I appreciate the effort put forth in resolving the issues associated with the RFI. It is my feeling, though, that the submitted amount is too high. This additional breakdown will help me better evaluate the costs associated with the change. Please contact me if you have any questions at 214/570-7076. Sincerely, BLACK & VEATCH CORPORATION Laura A. Stratton, P.E. Engineering Manager cc: Rich Houghton, B&V, pdf copy Soo Koon Soon, City of Lubbock File Black & Veatch Corporation 9441 LBJ Freeway, Suite 114 Dallas, TX 75243 USA • Telephone: 214.570.7000 Eagle Contracting, L.P. SEWRP - Lubbock Job No. 171 Work Description: Piping Changes @ RAS METER VAULT Ref. RFI-033 Revised 7-24-08 (2nd Breakdown for Engineer) ACTIVITY QUANTITY UNITS suBcoNTRAcT Date: August 5, 2008 Proposal: CMR-04 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR Cross 42" SC#2 influent line w/ 18" Sec.Sludge from SC#3 These costs include pipe and labor to unload pipe manufactures trucks, dray pipe to area of construction and install the pipe. We are using a five (5) man crew than consists of a pipe foreman, track hoe operator, Loader operator and two pipe installers. Add 18" MJ 45 Elbows 2 ea 612.00 1,224.00 0.00 Labor to install above fittings (1.56 hrs 15.61 mh 0.00 16.40 256.00 per fitting) 0.00 0.00 Add 18" MJ 22 112 Elbows 2 ea 595.13 1,190.26 0.00 Labor to install above fittings (1.56 hrs 15.61 mh 0.00 16.40 256.00 per fitting) 0.00 0.00 Add 18" Megalugs 8 ea 208.99 1,671.92 0.00 Labor to install above restraint (.78 hrs 31.22 mh 0.00 16.40 512.00 per fitting) 0.00 0.00 0.00 0.00 Tie Existing 24" Sludge Discharge 0.00 0.00 0.00 0.00 Line to new 16"RAS to BNR#1 Pipe Excavation (install & Remove) 190 cY 0.00 0.00 Labor to excavate for installation & 104.27 mh 0.00 16.40 1,710.00 removal (2.6 days of work for five man 0.00 0.00 crew). 0.00 0.00 Backfill - Temporary - No Embedment 182 cY 0.00 0.00 (Install & Remove) 0.00 0.00 Labor to backfili for installation & 122.07 mh 0.00 16.40 2,002.00 removal (3.05 days of work for five man 0.00 0,00 crew). 0.00 0.00 24" MJ 45 1 ea 1,174.80 1,174.80 0.00 Labor to intall above fitting (2.32 hrs 11.16 mh 0.00 16.40 183.00 per fitting) 0.00 0.00 Add Restraint Rods from 24" Wall Pipe 1 Is 123.90 123.90 0.00 to new 45 Elbow 0.00 0.00 Labor to install restraint listed above 5.61 mh 0.00 16.40 92.00 (1.12 hrs for restraint) 0.00 0.00 24" x 16" MJ Reducer 1 ea 1,023.60 1,023.60 0.00 Labor to intall above fitting (2.32 hrs 11.16 mh 0.00 16.40 183.00 per fitting) 0.00 0.00 24" Megalugs 3 ea 305.43 916.29 0.00 Labor to install above restraint (1.122 hrc 16.83 mh 0.00 16.40 276.00 per fitting) 0.00 0.00 16" DIP 40 If 0.00 0.00 0.00 Labor to install above pipe (3.17 hrs) 15.85 mh 0.00 16.40 260.00 16" MJ 45 2 ea 0.00 0.00 0.00 SEWRP - Lubbock Labor to intall above fittings (1.4 hrs per fitting) Note: the top two pipe items will be used here until Pump 4501 is running then we will use these items to complete the 16" RAS Line to BNR#2. 16" Magalugs Labor - install above restraint (0.7 hrs per restraint) 16" Megalugs for above items will be wasted - to restrain the pipe you torque the bolts to the pipe until the bolt heads snap off. We will have to cut these megalugs off to make the final tie-in. Also for 24x16 reducer. Remove Existing Tie Piping Labor to remove above pipe (1.15 days) 16" Solid Sleeve Labor - install above sleeve (1.4 hrs) 16" Megalugs Labor - install above restraint (0.7 hrs per restraint) Note: We will have to have this sleeve to tie the 16"RAS from the RAS Meter Vault to the 16"RAS to BNR#1 once we remove the 16" Tie Piping. Small Tools (5% of Labor) Includes shovels, picks, safety (equipment, wrenches, etc.) Kobelco 480 Track Hoe -Eagle Rubber Tired Loader -Eagle Walk Behind Compactor -Hertz Dozer -Hertz Note: 2 weeks rental = 2/3 a month as far as rental companies are concerned. 30% of rental for Fuel, Oil, Grease & maintenance Trench Box - ASCO Trench Box - Eagle We have had two trench boxes installed ONE OF EAGLE'S &ONE FROM ASCO; since July 2, 2008 for safety sake in the confined space until we found out what the Engineer wanted to do at the crossing of the new 18" Sec.Sludge & existing 42" SC#2 Influent. The only other recoarse we had was to pull the boxes and backfill the area. Then the price for the 18" Crossover would have had to include removal of the two boxes, backfilling and then digging back up and reshoring and then backfilling after the new piping was installed. We might or might not use our trench box for the 16" line. 14.02 5 17.68 mh ea mh 1 Is 46.16 mh 1 ea 7.01 mh 2 ea 7.07 mh 11 Is 10.001 days 10.001 days 10.001 days 10.001 days 0.3 Is 1 mo 1 mo SEWRP - Lubbock 155.04 235.20 155.04 361.90 475.00 210.00 161.00 282.00 11,280.00 1,657.41 500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 775.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 235.20 0.00 310.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 361.90, 0.00 0.00 4,760.00 2,100.00 1,610.00 2,820.00 0.00 0.00 3,311.06 0.00 1,657.41 500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.401 16.401 16.401 16.401 16.40 230.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 290.00 0.00 O.DO 0.00 0.00 0.00 0.00 O.OD 0.00 757.00 0.00 0.00 115.00 0.00 116.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOTAL LABOR TOTAL LABOR W/0 BURDEN LABOR BURDENIBNFTS - 52% Below is Eagle's Breakdown of Costs: FICA - 7.65% SUTA-3% FUTA - 0.8% Workers Compensation - 12.8°% Overtime - 5% Vacation - 3% Health Insurance - 7% 401 K - 3.75% Housing, Furniture, Utilities, Meals & Gas - 9% Note: the only two items above that are fixed are FICA and FUTA, all other items are variable, subject to change, averages and considered estimates. TOTAL LABOR TOTAL MATERIALS TOTAL SUBCONTRACTS SUBTOTAL INSURANCE @ 2-1/2% SUBTOTAL OH&P@15°% SUBTOTAL 0.00 7,238.02 3,763.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11,001.79 25,755.62 0.00 0.00 918.94 .66 0.00 8.00 CONTRACT TIME EXTENSION REQUEST = 14 Calendar Days (2 Weeks) Note: 10 Working days = 2 weeks. Breakdown listed below: 2 working days for the Crossover Work 8 working days for the 16" line connecting the existing 24" Discharge to the new 16"RAS to BNR#1. SEWRP - Lubbock Eagle Contracting, L.P. SEWRP - Lubbock Date: August 5, 2008 Job No. 171 Proposal: CMR-04 Work Description: Piping Changes @ RAS METER VAULT (18" Sec.Sludge Crossover) Ref. RFI-033 Revised 7-24-08 (2nd Breakdown for Engineer) MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS suBcoNrRAcT $ $ Cross 42" $CE Influent Line wl 18" Sec.Sludge from $C#3 These costs include pipe and labor to unload pipe manufactures trucks, dray pipe to area of construction and Install the pipe. We are using a five (5) man crew that consists of a pipe foreman, track hoe operator, Loader operator and two pipe installers. Add 18" MJ 45 Elbows 2 ea 612.00 1,224.00 0.00 Labor to install above fittings (1.56 hrs 15.61 mh 0.00 16.40 256.00 per fitting) 0.00 0.00 Add 18" MJ 22 112 Elbows 2 ea 595.13 1,190.26 0.00 Labor to install above fittings (1.56 hrs 15.61 mh 0.00 18.40 256.00 per fitting) 0.00 0.00 Add 18" Megalugs 8 ea 208.99 1,671.92 0.00 Labor to install above restraint (.78 hrs 31.22 mh 0.00 16.40 512.00 per fitting) 0.00 0.00 0.00 0.00 Small Tools (5% of Labor) 1 Is 51.20 51.20 0.00 Includes shovels, picks, safety 0.00 0.00 (equipment, wrenches, etc.) 0.00 0.00 Kobelco 480 Track Hoe -Eagle 2.00 days 476.00 950.00 0.00 Rubber Tired Loader -Eagle 2.00 mo 210.00 420.00 0.00 Walk Behind Compactor -Hertz 2.00 mo 161.00 322.00 0.00 Dozer -Hertz 2.00 mo 282.00 564.00 0.00 Note: 2 weeks rental = 2/3 a month as 0.00 0.00 far as rental companies are concerned. 0.00 0.00 30% of rental for Fuel, Oil, Grease & 0.3 Is 2,256.00 662.52 0.00 maintenance 0.00 0.00 Trench Box - ASCO 1 mo 1,657.41 1,657.41 0.00 Trench Box - Eagle 1 mo 500.00 500.00 0.00 We have had two trench boxes installed 0.00 0.00 ONE OF EAGLE'S &ONE FROM ASCO 0.00 0.00 since July 2, 2008 for safety sake in 0.00 0.00 the confined space until we found out 0.00 0.00 what the Engineer wanted to do at the 0.00 0.00 crossing of the new 18" Sec.Sludge & 0.00 0.00 existing 42" SC#2 Influent. The only 0.00 0.00 other recoarse we had was to pull the 0.00 0.00 boxes and backfill the area. Then the 0.00 0.00 price for the 18" Crossover would have 0.00 0.00 had to include removal of the two boxes, 0.00 0.00 backfilling and then digging back up 0.00 0.00 and reshoring and then backfilling 0.00 0.00 after the new piping was installed. 0.00 0.00 SEWRP - Lubbock We might or might not use our trench box for the 16° line. TOTAL LABOR TOTAL LABOR W10 BURDEN LABOR BURDEN/BNFTS - 52°% Below is Eagle's Breakdown of Costs: FICA - 7.65% SUTA - 3% FUTA - 0.8% Workers Compensation - 12.8°% Overtime - 5°% Vacation - 3°% Health Insurance - 7% 401 K - 3.75 % Housing, Furniture, Utilities, Meals & Ga: - 9% Note: the only two items above that are fixed are FICA and FUTA, all other items are variable, subject to change, averages and considered estimates. TOTAL LABOR TOTAL MATERIALS TOTAL SUBCONTRACTS SUBTOTAL INSURANCE @ 2-112% SUBTOTAL OH&P@15°% SUBTOTAL 0.00 0.00 0. DO 0.00 0.00 0.00 9,213.31 1,024.01 0.00 1,024.01 532.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,566.49 9,213.31 0.00 0.00 10,769.83 269.24 11,039.04 1,655.96 12,695.00 0.00 CONTRACT TIME EXTENSION REQUEST = 4 Calendar Days Note: 2 Working days SEWRP - Lubbock Eagle Contracting, L,P. SEWRP - Lubbock Date: August 5, 2008 Job No. 171 Proposal: CMR-04 Work Description: Piping Changes Q RAS METER VAULT (24" Sludge Bypass) Ref. RFI-033 Revised 7-24-08 (2nd Breakdown for Engineer) MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS suacoNTRAcT $ $ Tie Existing 24" Sludge Discharge 190 cy 0.00 0.00 0.00 0.00 0.00 0.00 Line to new 16"RAS to BNFW Pipe Excavation (Install & Remove) Labor to excavate for installation & 104.27 mh 0.00 16.40 1,710.00 removal (2.6 days of work for five man 0.00 0.00 crew). 0.00 0.00 Backfill - Temporary - No Embedment 182 cy 0.00 0.00 (Install & Remove) 0.00 0.00 Labor to backfill for installation & 122.07 mh 0.00 16.40 2,002.00 removal (3.05 days of work for five man 0.00 0.00 crew). 0.00 0.00 24" MJ 45 1 ea 1,174.80 1,174.80 0.00 Labor to intall above fitting (2.32 hrs 11.16 mh 0.00 16.40 183.00 per fitting) 0.00 0.00 Add Restraint Rods from 24" Wall Pipe 1 Is 123.90 123.90 0.00 to new 45 Elbow 0.00 0.00 Labor to install restraint listed above 5.61 mh 0.00 16.40 92.00 (1.12 hrs for restraint) 0.00 0.00 24" x 16" MJ Reducer 1 ea 1,023.60 1,023.60 0.00 Labor to Intall above fitting (2.32 hrs 11.16 mh 0.00 16.40 183.00 per fitting) 0.00 0.00 24" Megalugs 3 ea 305.43 916.29 0.00 Labor to install above restraint (1.122 hrs 16.83 mh 0.00 16.40 276.00 per fitting) 0.00 0.00 16" DIP 40 If 0.00 0.00 0.00 Labor to install above pipe (3.17 hrs) 15.85 mh 0.00 16.40 260.00 16" MJ 45 2 ea 0.00 0.00 0.00 Labor to intall above fittings (1.4 hrs 14.02 mh 0.00 16.40 230.00 per fitting) 0.00 0.00 Note: the top two pipe items will be 0.00 0.00 used here until Pump 4501 is running 0.00 0.00 then we will use these items to 0.00 0.00 complete the 16" RAS Line to 0.00 0.00 BNR#2. 0.00 0.00 16" Magalugs 5 ea 155.04 775.20 0.00 Labor - install above restraint (0.7 hrs 17.68 mh 0.00 16.40 290.00 per restraint) 0.00 0.00 16" Megalugs for above items will 0.00 0.00 be wasted - to restrain the pipe you 0.00 0.00 torque the bolts to the pipe until the 0.00 0.00 bolt heads snap off. We will have to 0.00 0.D0 cut these megalugs off to make the 0.00 0.00 final tie-in. Also for 24x16 reducer. 0.00 0.00 Remove Existing Tie Piping 1 Is 0.00 0.00 Labor to remove above pipe (1.15 days) 46.16 mh 0.00 16.40 757.00 0.00 0.00 16" Solid Sleeve 1 ea 235.20 235.20 0.00 Labor - install above sleeve (1.4 hrs) 7.01 mh 0.00 16.40 115.00 SEWRP - Lubbock 16" Megalugs Labor - install above restraint (0.7 hrs per restraint) Note: We will have to have this sleeve to tie the 16"RAS from the RAS Meter Vault to the 16"RAS to BNR#1 once we remove the 16" Tie Piping. Small Tools (5% of Labor) Includes shovels, picks, safety (equipment, wrenches, etc.) Kobelco 480 Track Hoe -Eagle Rubber Tired Loader -Eagle Walk Behind Compactor -Hertz Dozer -Hertz Note: 2 weeks rental = 2/3 a month as far as rental companies are concerned. 30% of rental for Fuel, 011, Grease & maintenance box for the 16" line. TOTALLABOR TOTAL LABOR W/0 BURDEN LABOR BURDEN/BNFTS - 52% Below is Eagle's Breakdown of Costs: FICA - 7.65% SUTA - 3% FUTA - 0.8% Workers Compensation - 12.8% Overtime - 5% Vacation - 3% Health Insurance - 7% 401 K - 3.75% Housing, Furniture, Utilities, Meals & Ga; - 9% Note: the only two items above that are fixed are FICA and FUTA, all other items are variable, subject to change, averages and considered estimates. TOTALLABOR TOTAL MATERIALS TOTALSUBCONTRACTS SUBTOTAL INSURANCE @ 2-112% SUBTOTAL OH&P@15% SUBTOTAL 2 7.07 ea mh 7� 8.00 days 8.00 days 8.00 days 8.00 days 0.3 Is CONTRACT TIME EXTENSION REQUEST = 10 Calendar Days Note: 8 Working days. SEWRP - Lubbock 155.041 310.70 475.00 210.00 161.00 282.00 9,024.00 310.081 0.00 0.00 0.00 0.00'. 0.00 0.00 0.00 310.70 0.00 0.00 3,800.00 1,680.00 1,288.00 2,256.00 0.00 0.00 2,648.92 0.00 0.00 0.00 16.401 0.00 116.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,214.01 3,231.29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16,542.691 0.00 995.31 0.00 LUBBOCK, TEXAS AMARILLO, TEXAS ODESSA, TEXAS WICHITA FALLS, TEXAS R �' u a PHONE: 8081741268 FAX: 80fi/74&1268 PHONE: 61372 1999 -.FAXPHON432Y7-83 3- PHONE: (Y687 2 2 9 FAX: 808/372-1999 _-.FAKd32/337-8313-._. FAX: 94p�6B7-2728 O O PERRYTON, TEXAS MIDLAND, TEXAS CLOVIS, NEW MEXICO DALHART, TEXAS ABILENE, TEXAS Associated Sppply Coanpany, Inc_ PHONE: 806/435-7773 FAX: BOW435-7187 PHONE: 43PJ685-9999 PHONE. 5751742-2725 PHONE 806,244-1840 PHONE:32&e9a-272e FAX:4321683.88B5 FAX:57VM2-925i FAX: 8062444841 FAX:325/698-2740 ESrASLJSHED 1960 1 T4 Y° O ? b REC'D JUL 14 2008 Sold To EAGLE 1CONTRACT04z CORF. P.0a am." KELLER TX e A'Z44 ,! ; :. T TX Be. `'•'i h k c Model S i_r. i e. I « rj-u ; ,irsc r.. t ;"ttr . er• -S -------------------------------- f .-.. y rr.r r. • d Ta3 ere B ya 3 ` #ref i ?'3wsu s .. GN 31 .��.``^s[l `' `>"',,n:: �'� E� .�.. 1i•y J/i 2, � a_w�4..i. L - N'.°•ZE. �11C-'r4 YJV.. $ 3 C4M 3 16 5, 81' X 48" :farEAD d, R? ,R. ,, y 4�' — A.<:0-) IL1E Job -.. L--L Phase 0 I MUD, € Type � Code C p% � status -- AMt Ref Dis _ Vendor " Z Date Due :��77 'tt'."i S J.�fLriL CM ..r'{-?7 �" ;'� 1:$`Y�L�T CS ,y.y�. �1: �.�.-"!. s.. . S f--L IRE L �✓;j GED AF S - .R RMS AND CONDITIONS TERMS: NET RECEIPT OF INVOICE I Remit to: ASCO Customer's acceptance of these goods and services, customer agrees to, has read and accepts all liens, I P.O. Box 3888 •Lubbock, Texas 79452 J ns and conditions as stated here and on the reverse side hereof. ORIGINAL COPY RENTAL CQNTRACT )� Ir i Show R.A. Number on all Correspondence R.A. No. 23532791 0qy Rudd Page 1 of 1 HERTZ LOCATION: 450 BILL TO CUSTOMER: 0135262 SHIPPING ADDRESS HERC LUBBOCK EAGLE CONTRACTING LP WATER PLANT 2424 E. SLATON HWY P 0 BOX 1600 50TH &,LAVA LUBBOCK, TX 79404 KELLER, TX 76244-1600 LUBBOCK, TX 79401 806-745-3500 817-401-9653 DESCRIPTION/CHARGES EST START: 6/12/08 8:00 EST RETURN: 6/19/08 8:00 DROP DATE: SHIPPED BY: HERC ORDERED BY: DAVIS, DICKIE DROP TIME: ORDER DATE: 6/10/08 SALESPERSON: 436 SALES COORDINATOR: JAM ES B. OWENS PO# / JOB#: 17128915 / 1 - WATER PLANT Rates Include maintenance service Qty Equipment # Hrs/ Min Hour Day Week 4 Week Amount 1 DOZER/80-89 HP/STANDARD TRACK/DSL 8/ 420.00 420.00 995.00 3300.00 200085027 Make: DEERE Model: 5501 Ser #: T0550JX114079 HR OUT: 1389.30 HR CHG: ENVIRONMENTAL RECOVERY FEES 6686000001 3.50 Customer has declined the purchase of the Damage waiver (DW). DELIVERY CHARGE 75.00 PICKUP CHARGE 75.00 Customer/Operator is responsible for daily maintenance of equipment. Customer is responsible for fuel, flats, damages and cleanup fees and MUST call the branch to get a release # for all equipment releases. A cleaning fee will apply if equipment is not cleaned before returned. * Give us your feedback! Go to www.heresurvey.com or call * 1-800-451-2208 and take our short surveyl Hertz location: 450* ✓ i�d� For GREAT DEALS on USED EQUIPMENT - visit us on-line at www.hertzeciuly.com CAREFULLY READ TERMS AND CONDITIONS ON REVERSE SIDE OF THIS PAGE Notwithstanding payment of the LDW fee, Customer is liable for all damage to the Equipment and expense of HERC caused by the Equipment being used or operated in vblatlon of the terms and conditions on the Reverse Side of this page or in violation of the LOSS AND DAMAGE WAIVER GUIDE. PARAGRAPH 12. ON THE REVERSE SIDE OF THIS PAGE IS IN LIEU OF (l) ALL WARRANTIES, EXPRESS, IMPLIED OR STATUTORY, INCLUDING, BUT NOT LIMITED TO, THE IMPLIED WARRANTY OF MERCHANTABILITY AND THE IMPLIED WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE; AND III) ALL OBLIGATIONS ON THE PART OF HERC TO CUSTOMER FOR DAMAGES, INCLUDING, BUT NOT LIMITED TO, INDIRECT, INCIDENTAL, CONSEQUENTIAL OR SPECIAL DAMAGES.ARISING OUT OF OR IN CONNECTION WITH THE LEASING, MAINTENANCE, USE, OPERATION, STORAGE, ERECTION, DISMANTLING OR TRANSPORTATION OF THE EQUIPMENT, CUSTOMER REPRESENTS THAT HE HAS FULLY INSPECTED THE EQUIPMENT AND THAT SAME IS IN GOOD CONDITION AND REPAIR. CUSTOMER IS LIABLE FOR ALL VIOLATIONS OF LAW ARISING OUT CUSTOMER'S USE, POSSESSION OR OPERATION OF THE EQUIPMENT. THE EQUIPMENT DESCRIBED HEREIN IS RENTED PURSUANT TO AND IN ACCORDANCE WITH THE TERMS AND CONDITIONS SET FORTH ABOVE AND ON THE REVERSE SIDE OF THIS PAGE. CUSTOMER REPRESENTS HAVING READ AND AGREED TO SAME. Environmental Recovery Fee -- If an Environmental Recovery Fee is LOSS AND DAMAGE WAIVER (LDW) IS 14' gISURANCE. The Charge for LOW b 14_00 % o1 charged, it is a recovery by HERC of its expenses and costs for handling, gross rental charges. Customer accepts or declines LDW.It Custonnor accepts LDW, in consideration managing, and/or disposing of waste materials associated with the rented of the charge shown above, Lesser agrees to waive certain claims against atstmner for lop of or equipment that contain hazardous substances, such as motor oil, grease, 9 damage to Equipment, In accordance with the terms and conditions set forth in Paragraph 8, on the Reverse Side of this page and in the LOSS AND DAMAGE WAIVER GUIDE which Curtomer hereby and/or hydraulic fluid, as well as related administrative cost. THIS IS NOT acknowledges receiving. A GOVERNMENT MANDATED CHARGE, Customer acknowledges that the Equipment will be returned in a good, clean, and uneontmtenated condition, free of any and all hazardous substances. Terms are Net 10 Days Not valid without Barcode Print C tomer Noma Title Custrully Signature Date Car read the terms and conditions on reverse side of this page '� ••.•�• ••v• s.0tir a rlr VJ LAFOraiplm#Atgnfal Pace 1 of 1 HERTZ LOCATION: 450 BILL TO CUSTOMER: 0135262 SHIPPING ADDRESS HERO LUBBOCK EAGLE CONTRACTING LP WATER PLANT 2424 E, SLATON HWY P 0 BOX 1600 50TH & JAVA 1-11.1B80CK, TX 79404 KELLER, TX 76244-1600 LUBBOCK, TX 79401 806-745-3500 a 17••401-8 s 53 DESCRIPTION/CHARGES EST START: 7JO8108 10.21 Est REtURN: 8107/08 10121 DROP DATE; SHIPPED BY: HERC ORDERED BY: RON BRAY DROP TIME: ORDER DATA: 7/08108 SALESPERSON: 436 SALES COORDINATOR,, JAMES B. OWENS POr / J06ta: 171-28964 1 1 - WATER PLANT Races include maintenance Qty Equipment # Hzs/ Min Hour Day Week Ge-k cunt 1 R0LLER/TR8NCH/321'/'VTB1ZAT/DHI, DRUM a/ 235.00 235.00 580.D 1400.00 094328014 Make: WACKER Model: I.ZT82-SC Ser #: 5805633 HR OUP': 31.20 HR CITG: ENVIR09M-8=AL RECOVERY FEES 6686D00001 3.50 Customer has declined the purchase of the Damage Waiver (DW), DELIVERY FUEL CHARGE 3712000DOI 25.00 Customer/operator is responsible for daily maintenance of equipment, Customer is responsible for fuel, flats, damages and cleanup fees and Mt15T call the branch to get a release # for all equipment releases. A cleaning fee will apply 14 equipment is net cleaned before returned. ttrt+ylfFtt tl Yr ftWa,k�•+rt�t+##7W Wit#Yr Yrt•rc�r•!•tx:xxx'#N1tM fM fF44irh ar-k+i, i, •!#kk�t /e •lr ,k •k * Give us your feedback! t'o to wwv.heresurvey,COm or call + * 1-000-451-2208 and take our short survey: Hertz locati=, 450+ ++**x.,r•rrfafr***xk+t•++�+++x#xWw+M**k�r+*+ty+�,e•+yx***w•#wYr,4•,F#s+t7•e'Rt4wWir For GREAT DEALS on USED EQUIPMENT - visit us an -line at www.hertzeauia.com CAREFULLY READ TERMS AND CONDITTONS ON RSVERSE SIDE OF THIS PAGE Notwhfuu}nding peymem of Me LDW foe, Cusigmer Is lieble for all damage to the Equipment and expense of NERC caused by the Equipment being used or operated in eioleti9A of the twm;, and condition w the Reverse Side of this page of In viaiatlgn of the LASS AND DAMAGE WAIVER GUIDE, PARAGRAPH f 2. ON THE REVERSE SIDE OF THIS PAGE IS IN LIEU OF III ALL WARRANTIES, EXPRESS, IMPLIED OR SrATVTOAY, INCLUDING, BUT NOT 41MITE0 TO, THE IMPLIED WARRANI'1' OF MERCHANTABILITY AND THE IMPLIED WARRANTY OF RTNESS FAR A PARTICULAR PURPOSE-. AND faj ALL OBLIGATIONS ON THE PART OF HERC TO CUSTOMER FOR DAMAGES, INCLUDING, BUT NOT LIMITED TO, INDIRECT, )NCIOENTAL. CONSEOUENTIAL OR SPECIAL DAMAGES ARISING OUT OF DR IN CONNECTION WITH THE LEASING, MAINTENANCE, USE, OPERATION, $ 0RACSE, ERECTION, DISMANTLING OR TRANSPORTATION OF THE EO.UIPMENT, CUSTOMER REPResewS THAT HE HAS FULLY INSQECI•ED THE EQUIPMENT AND THAT SAME IS IN GOOD CONDITION AND REPAIR. CUSTOMER IS'umul FOR ALL VIOLATIONS OF LAW AnSwa OUT CUSTOMER'S USE, POSSESSION OR OPERATION OF THE EQUIPMENT. THE EQUIPMENT DESCRIBED HEREIN IS RENTED PURSUANT TO ANO IN ACCORDANCE WITH THE TERMS AND CONDITIONS SET FORTH A90V: AND ON THE REVERSE SIDE OF THIS PAGE. CUSrOMER A:PRESENTS HAVING READ AND AGREED TO SAME. Environmental Reoovery Pee -- If an Environmental Recovery Fee is LOSS AND DAMAGE WAIVER fLOWI IS NOT INSURANCE. The Charge for LDW is 14. % of Charged, it is a recovery by HERC of its expenses and casts for handling, gross remttel dU.Mea. Customoer CWM or dines LDW_ If CV -.%Mgr aoaeota LOW, in mnsldoraitlen managing, and/or disposing of waste materials associated with the rented of the onarge shown abovo, Lessor agrees to waive cartaln clairm agalnat tuate,nar for lom of or dWAGG to EaulpM6 W. I accordance with the term- and cw.cG om set form in Paragraph 8, on the equipment fist contain hazardous substances, such as motor oil, Tease, 9 Reverse Side of this page end In the LDS.,* AND DAMAGE WAIVER GUIDE wiVGh Customer hereby and/or hydraulic fluid, as well as related administrative cost. THIS IS NOT eckmwiedges receiving. A GOVERNMENT MANDATED CHARGE. Costomer eaknow"as that the E4 IPMent will be raturnad In a good, teen. and La Gcwtamirurrw eondhlon, free or any and all•hatardous nbstanees. Terms are Not 10 Days Print CuStarrlar NamC Tfda Customer Signature Date Not valid without Barcode IAN�I�M9�1��� Carefully read the terms and conditions on reverse side of this page Z 'd ISOI 'IN OW VIN3d AM H03 ZA3H wdSO:ti 8001 •61 '1nr Yahool Mail - g.grant@eaglecontractinglp.com Page 1 of v0WX1;LPrint - Close Window From: °Rebecca Freathq- 1107 HOUS70NWW" <rebecca.freathy@ferguson.com> Subject: Email Bid* 8113914 To: g.grant@eaglecontractinglp.com - Date: 25 Jul 2008 11:09:39 -0400 Price Quotation # 13113914 Ferguson Waterworks #788 2650 S Pipeline Road Euless, TX 76040 Phone: 817-267-3900 Fax: 817-267-3912 Bid No.......: B113914 Bid Date...: 07/25/08 Quoted By: RLF Customer.: EAGLE CONTRACTING L P LUBBOCK SE WTR RECLAMATION PO BOX 1600 KELLER, TX 76244 Cust PO#..- ADDITIONAL MAT. Cust Phone: 817-379-1897 Terms.........: NET 10TH PROX Ship To.......: EAGLE CONTRACTING L P LUBBOCK SE WTR RECLAMATION PO BOX 1600 KELLER, TX 76244 Job Name.: LUBBOCK SE WTR RECLAMATION Item Descriptlon Quantity Net Price UM Total CROSS 42" SC#2 INFLUENT LINE W/18" SEC. SLUDGE FROM SC#3 MJ4LA18 18 MJ C153 45 BEND L/A 2 612.000 EA 1224.00 M12LAI8 18 MJ C153 22-1/2 BEND L/A 2 595.130 EA 1190.26 Ell 18DEC 18 MEGALUG ACC PKG W/ MJ GSKT F/ DI 8 208.990 EA 1671.92 TEMPORARY TIE EXISTING 24" SLUDGE DISCHARGE TO NEW 16" RAS TO BNR#i N94LA24 24 MJ C153 45 BEND I/A 1 1174.800 EA 1174.80 MJRLA2416 24X16 MJ C153 RED L/A 1 1023.600 EA 1023.60 El 124DEC 24 MEGALUG ACC PKG W/ MJ GSKT F/ DI 3 305,420 EA 916.26 MJSSLA16 16X9-M MJ C153 SHORT SLV L/A 1 235.200 EA 235.20 El 116DEC 16 MBGALUG ACC PKG W/ MJ GSKT F/ DI 2 155.040 EA 310.08 PLEBNF 3/4PLNEYEBOLT 4 2.990 EA 11.96 GATRFI0 3/4XI0 Z/PLTALL THIRD ROD 40 2.700 FT 108.00 ZHNF 3/4 Z/PLT STD 19EX NUT 8 0.261 EA Z.09 http:/lb5.mail.yahoo.cowlymleaglecontractinglp.comIShowLettex?box=Inbox&MsgId=2502 38923920 56... 7/25/2008 Yahoo! Mail - g.grant@eaglecontractinglp.com Page 2 of 2 s i ZPFWF 3/4 ZNPLTD FLT WSHR R . _ 0.23.1. EA. LU E1116DEC 16 MEGALUG ACC PKG W/ MT GSKT F/ DI 5 155.040 EA 775.20 Net Total: 8645.22 Tax: 0.00 Total: 8646.22 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. Quotatlons are offered contingent upon the Buyer's acceptance of Seller's terms and conditions. Seller objects to all other terms and conditions. Seller not responsiblefor delays or lack of product due to causes beyond our control. Purchaser's sole warranties, If any, are those provided by the manufacturer. SELLER DISCLAIMS ALL EXPRESS OR IMPLIED WARRANTIES, INCLUDING ALL IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS OR FITNESS FOR A PARTICULAR PURPOSE. IN NO EVENT WILL SELLER BE LIABLE FOR ANY INCIDENTAL, PUNITIVE, SPECIAL OR'CONSEQUENTIAL DAMAGES ARISING DIRECTLY OR i INDIRECTLY FROM THE OPERATION OR USE OF THE PRODUCT. SELLER'S LIABILITY, IF ANY, SHALL BE LIMITED TO THE NET SALES PRICE REq,EI.VFD By SELLER; Complete Terms and Conditions are available upon request or can be viewed on the web at www.ferguson.com/sales-terms.htmL http://b5.mail.yahoo.comlymleaglecontractinglp.comIShowLetter?box=Inbox&MsgId=2502_3 August 8, 2008 Black & Veatch Corp. 9441 LBJ Freeway — Suite 114 Dallas, Texas 75243 Attn: Ms. Laura Stratton RE: Southeast Water Reclamation Plant Improvements Contract ITB # 07-730-BM — Project # 92126 The City of Lubbock, Texas Black & Veatch Corporation Subj.: Revised Contractors Modification Request (CMR-04) per The Revised Response to RFI-033 dated 7-22-2008 — Redone per Black & Veatch Letter of 7-28-08 Dear Laura, Eagle Contracting agrees to discount the cost of this proposal $5,633.00 in exchange for two things: 1.) Relax the Formwork and Curing specifications to allow Wall Forms to be removed the day after the Wall is poured. 2.) Eagle being able to start work on the East side of BNR Basin #3. The Total Lump Sum Amount of this proposal will be Thirty Seven Thousand Six Hundred and Ninety -Five Dollars ($37,695.00). The breakdown of the work will be as follows. $12,695.00 for the 18" Crossover of the 42" SC#2 Influent and $25,000.00 for the 16" Bypass of the existing 24" Sludge Discharge to the new 16"RAS line to BNR#l. We still request a 14 day Contract Time Extension. With Kindest Regards, GJenri Grant Project Manager cc: File (Proposals) & Field P.O. Box 1600 0 Keller, Texas 76244 a Metro (817) 379-1897 0 Metro (817) 379-0610 Fax BLACK & VEATCH building a world of diffuence- ENERGY • WATER • INFORMATION s GOVERNMENT City of Lubbock, Texas Southeast Water Reclamation Plant Contract No. 6 Mr. Glenn Grant Eagle Contracting, L.P. P.O. Box 1600 Keller, TX 76244 Dear Mr. Grant, B&V Project 140092.6100 B&V File G-1.9 August 11, 2008 Re: CMR-04/RFI-033 CMR-05/RFI-035 Eagle's revised request for change for CMR-04 has been reviewed. This request is for additional work incurred from the response to RFI-033. The request for change for CMR-05, which covers the elimination of five construction joints in the BNR No. 3 slab, has also been reviewed. In response to your letters dated August 8, 2008 for CMR-04 and August 5, 2008 for CMR-05, the following comments are offered. The forms on vertical walls may be removed when the Contractor is confident that the walls have attained sufficient strength to support the weight of the structure and any superimposed load, including loads from construction operations. We support the attainment of 75 percent of the design strength of the walls prior to form removal, but,the Contractor may use their best judgment on when the support strength has been achieved. Eagle may begin work on the east side of BNR No. 3 after the successful transition of RAS flow from the existing 24-inch line to the new 16-inch line. The modification to provide a temporary RAS line at the SSPS in RFI-033 and the reduction of the construction joints in RFI-035 will have benefits to Eagle's schedule. Understanding that there has been construction delays associated with the negotiations of the cost proposals, we still are of the opinion that the overall schedule benefit outweighs the delay. Additionally, it appears that Eagle will save approximately five days with the reduction of construction joints. We will recommend that the construction schedule be extended by five working days (seven calendar days) in lieu of the ten working days requested. Please contact me if you have any questions at 214/570-7076. Sincerely, BLACK & VEATCH CORPORATION Laura A. Stratton, P.E. Engineering Manager cc: Rich Houghton, B&V, pdf copy Soo Koon Soon, City of Lubbock File Black & Veatch Corporation 9441 LBJ Freeway, Suite 114 Dallas, TX 75243 USA • Telephone: 214.570.7000 REQUEST FOR INFORMATION PROJECT: SOUTHEAST WATER RECLAMATION PLANT IMPROVEMENTS PROJECT NUMBER: OWNER: THE CITY OF LUBBOCK TEXAS 92126 CONTRACTOR: EAGLE CONTRACTING LP 171 ENGINEER: BLACK & VEATCH CORPORATION REFERENCE DATA: Contractor RFI No. 035 Spec Section No. 03250 & 03350 Page No.3 & 6 Para.31-.01d & 3-2.08a Drawing No. A134-1 and Sketch CONTRACTOR REQUESTS: ® Information ❑ Interpretation ❑ Clarification We request to rearrange the location and number of Slab Construction Joints in BNR Basin #3 per the attached sketch. The proposed layout differs from what is drawn but meets with maximum 60'-00° CJ spacing in all directions per Specification Section 03350-6 Article 3-2.08a. This change would not affect -any shrinkage cracking. CONTRACTOR'S PROPOSED SOLUTION: REQUESTED BY: DATE: 07/25/08 ENGINEER'S RESPONSE: ❑ Information KI Interpretation ❑ Clarification For the items described above or in the attached material referenced: We take no exceptions to the requested revision of the construction joints in BNR No. 3. It appears with this reduction in construction l oints that there may be cost savings to the Owner. Please prepare a cost proposal if there is a credit to the project. RESPONSE BY: Roland Holder/Laura Stratton DATE: 07-28-2008 SASandrEagle Contracting Fltes\tob FIIes\171 - Lubbock V WfP1RF1's1RFM5 -BNR#3 Slab Construction Jofnts.doc I& August 5, 2008 Black & Veatch Corp. 9441 LBJ Freeway — Suite 114 Dallas, Texas 75243 Attn: Ms. Laura Stratton RE: Southeast Water Reclamation Plant Improvements Contract ITB # 07-730-BM —Project # 92126 The City of Lubbock, Texas Black & Veatch Corporation Subj.: Contractors Modification Request (CMR-05) per RFI-35 (Deletion of Slab Construction Joints in BNR#3) Dear Laura, Eagle Contracting, L.P. proposes to delete six (6) Slab Construction Joints in BNR#3 for the total lump sum Deduct of Eight Thousand and One Hundred and Twelve Dollars ($8,112.00). With Kindest Regards, Glenn Grant Project Manager cc: File (Proposals) & Field P.O. Box 1600 Keller, Texas 76244 Metro (817) 379-1897 0 Metro (817) 379-0610 Fax Eagle Contracting, L.P. SEWRP - Lubbock Date: August 5, 2008 Job No. 171 Proposal: CMR-05 Work Description: Deletion of Slab Construction Joints in BNR Basin #3 Ref. RFI-035 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR At'-r1% ITV ni IAAITITV I WITH CH 1nl1.nAITRACT I % Delete 2 each N/S A 2 each EM! 0.00 0.00 Slab Construction Joints in BNR#3 Eliminate two North/South Construction Joints: 0.00 0.00 Delete Slab Bulkheads 520 sf 0.75 390.00 0.00 79 mh 0.00 16.40 1,300.00 Delete Slab 6" PVC Water Stop 400 if 1.50 600.00 0.00 24 mh 0.00 16.40 400.00 0.00 0.00 Eliminate three East/West Construction 0.00 0.00 Joints: 0.00 0.00 Delete Slab Bulkheads 504 sf 0.75 378.00 0.00 77 rnh 0.00 16.40 1,260.00 Delete Slab 6" PVC Water Stop 336 if 1.50 504.00 0.00 20 mh 0.00 16.40 336.00 0.00 0.00 0.00 0.00 0.00 1,872.00 TOTAL LABOR 3,296.99 0.00 TOTAL LABOR W/O BURDEN 3,295.99 LABOR BURDEN/BNFTS - 52% 1,713.91 Below is Eagle's Breakdown of Costs: FICA - 7.65% 0.00 0.00 SUTA - 3% 0.00 FUTA - 0.8% 0.00 Workers Compensation - 12.8% Overtime - 5% 0.00 0.00 Vacation - 3% 0.00 Health Insurance - 7% 0.00 401 K - 3.75% Housing, Furniture, Utilities, Meals & Ga., - 9% Note: the only two items above that are fixed are FICA and FUTA, all other items are variable, subject to change, averages and considered estimates. TOTAL LABOR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,009.90 TOTAL MATERIALS 1,872.00 TOTAL SUBCONTRACTS 0.00 0.00 SUBTOTAL 6,881.90 INSURANCE @ 2-1/2% SUBTOTAL 172.05 7,053.96 OH & P @ 15% SUBTOTAL 110513.051 8,112.00 0.00 TOTAL 8,112.00 SEWRP - Lubbock con 13900 EA LOCAL:( MO. WAT FAX: (816 260189 EAGLE CONTRACTING CORP. 3/96 0 s P. 0. BOX 1600 L KELLER TX 76244 D T 0 76/23/08 03 P 3897 ITEM/DESCRIPTION/SERIA� NO FR-638 3/8" X 6" PVC WATERSTOP WIT1- SEE REVERSE SIDE FOR TERMS AND CONDITIONS OF SALE MAY struction anchors, loc. ST 350 HWY. KANSAS CITY, MISSOURI 64138 816) 525-3640 S 1-800-892-7224; OTHER 1-800-M )526-4533 2 7 2008 EAGLE CONTRACTING GROUP H s 3603 GUAVA AVE. I LUBBOCK TX. 79404 p RON 1-817-401-9653 TO PO #171-0364 SHIPPED VIA TERMS -N.E- INVOICE Page I Page EAGLE C'ONTRAC:TIN 260189 1 B/W P PD 00373235 06/23/0 0037322 QUANTITIES Shipped 12000. 000 LF 1.5000 18000.0.0 Subtotal 18000.00 INVOICE TOTAL 18000.00 Cconstruction amchops, i1c, PLEASE RETURN THIS PORTION OF THE INVOICE WITH YOUR PAYMENT. 18000.E (.- • Sri �'`` ��r �, ..`REQUEST FOR INFORMA.71ON PROJECT: SOUTHEAST WATER RECLAMATION PLANT IMPROVEMENTS PROJECT NUMBER: OWNER: THE CITY OF LUBBOCK TEXAS 92126 CONTRACTOR: EAGLE CONTRACTING LP 17i ENGINEER BLACK & VEATCH CORPORATION REFERENCE DATA: Contractor RFI No. 035 Spec Section No, 03250 & 03350 Page Ne.3 & 6 Para,31-.01d & 3-2.08a Drawing No. AB4-1 and Sketch CONTRACTOR REQUESTS: ® information ❑ interpretation ❑ Clarification We request to rearrange the location and number of Slab Construction Joints In BNR Basin #3 per the attached sketch. The proposed layout differs from what Is drawn but meets with maximum 60'-00' CJ spacing in all directions per Specification Section 03350.6 Article 3-2.08a. This change would not affect any shrinkage cracking, CONTRACTOR'S PROPOSED SOLUTION: REQUESTED BY: DATE: 07/25/08 ENGINEER'S RESPONSE: 0 Information X] Interpretation 0 Clarification For the items described above or in the attached material referenced: We take no exceptions to the requested revision of the construction -joints in BNR No. 3. it appears with this reduction in construction -joints that there may be cost savings to the Owner. Please prepare a cost proposal if there is a credit to the project. RESPONSEBY: Roland Holder/Laura Stratton DATE: 07-28-2008 $,%MndREagle Contrading F11esUob Filaa1171- Luhbook W WrP\RFI's1RF1-035 •BNR43 Slab ConstMdon JoWs.doc - i 6 a V t t -+ -¢- 4- + ----- ----- 2 �' ----- —------- --- ----- ---- — --- -- — ---'a 7T ka- r� ....�aw�w.�.��.t�cr�stcs:u::,u�.r.�t�l����w��r�� �c�w��•�.��r�s►', e rr ' Kmini ' irk F- IiZIIIIIII BLACK & VEATCH build➢ng a world of AiBemnce- ENERGY . WATER • INFORMATION • GOVERNMENT City of Lubbock, Texas Southeast Water Reclamation Plant Contract No. 6 Mr. Glenn Grant Eagle Contracting, L.P. P.O. Box 1600 Keller, TX 76244 Dear Mr. Grant, B&V Project 140092.6100 B&V File G-1.9 August 11, 2008 Re: CMR-04/RFI-033 CMR-05/RFI-035 Eagle's revised request for change for CMR-04 has been reviewed. This request is for additional work incurred from the response to RFI-033. The request for change for CMR-05, which covers the elimination of five construction joints in the BNR No. 3 slab, has also been reviewed. In response to your letters dated August 8, 2008 for CMR-04 and August 5, 2008 for CMR-05, the following comments are offered. The forms on vertical walls may be removed when the Contractor is confident that the walls have attained sufficient strength to support the weight of the structure and any superimposed load, including loads from construction operations. We support the attainment of 75 percent of the design strength of the walls prior to form removal, but the Contractor may use their best judgment on when the support strength has been achieved. Eagle may begin work on the east side of BNR No. 3 after the successful transition of RAS flow from the existing 24-inch line to the new 16-inch line. The modification to provide a temporary RAS line at the SSPS in RFI-033 and the reduction of the construction joints in RFI-035 will have benefits to Eagle's schedule. Understanding that there has been construction delays associated with the negotiations of the cost proposals, we still are of the opinion that the overall schedule benefit outweighs the delay. Additionally, it appears that Eagle will save approximately five days with the reduction of construction joints. We will recommend that the construction schedule be extended by five working days (seven calendar days) in lieu of the ten working days requested. Please contact me if you have any questions at 214/570-7076. Sincerely, BLACK & VEATCH CORPORATION Laura A. Stratton, P.E. Engineering Manager cc: Rich Houghton, B&V, pdf copy Soo Koon Soon, City of Lubbock File Black & Veatch Corporation 9441 LBJ Freeway, Suite 114 Dallas, TX 75243 USA • Telephone: 214.570.7000