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HomeMy WebLinkAboutResolution - 2009-R0206 - Change Order To Contract - Eagle Contracting LP - 05_28_2009Resolution No. 2009—RO206 May 28, 2009 Item No. 5.12 RESOLUTION BE 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 directed to execute for and on behalf of the City of Lubbock, Change Order No. 6 to that certain Contract by and between the City of Lubbock and Eagle Contracting, L.P., for the (ITB# 07-730-BM), and related documents. Said Change Order No. 6 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. Executed by the City Council this 28th ATTEST: Re—bec.4 Garza, City Secretary APVROVED AS Wood Chief ater Utilities Deputy City Manager APPROVED AS TO FORM: Assistant City Attorney ms/res/ChangeOrder#6-Easle Contracting LP.doc 5.18.09 day of NO , 2009. TOM MARTIN, MAYOR CITY OF LUBBOCK CHANGE ORDER Change Order #: 6 Contractor: Eagle Contracting, L.P. Date: I May 12, 2009 BID/ITB #: 07-730-BM Contract #: I 8119 I 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 rerouting of the electrical duct bank for the generator, rerouting of influent line for Primary Clarifier 1, rerouting the 6-inch non -potable water line at the Plant 3 UV, repair of the gate frame for slide gate SG-108, rerouting of the Plant 3 Filter influent and UV effluent lines, revision of the door hardware at the 1MLS and BNR electrical buildings, modifications to the flange bracing for the filter complex covers, installation of manholes on the UV drain valves, repair of a leaking 12-inch potable water line, and replacement of mud valve MV-103. The total cost of this change order is $170,741.60. The new contract substantial completion date will be October 8, 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: $ 43,5201W.( ) B. AMOUNT OF THIS CHANGE ORDER: Council approval required if over $25,000 $ 1 '?U,741 A:i C. PERCENT OF CONTRACT VALUE THIS CHANGE ORDER (B/A): 0.392% D. AMOUNT OF PREVIOUS CHANGE ORDERS: $ 401,063.75 E. TOTAL AMOUNT OF ALL CHANGE ORDERS (B+D): $ 571,805.35 F. PERCENT OF CONTRACT OF ALL CHANGE ORDERS (FJA): 25%Maximum G. NEW CONTRACT AMOUNT (A+E): $ 44,091,805.35 It is mutually agreed that the above dollar amount and the time extension, as applicable, as set forth in this Change Order constitutes full compensation to the Contractor for all costs, expenses and damages to the Contractor, whether direct, consequential or otherwise, in anyway incident to, or arising out of or resulting directly or indirectly; from the work performed or modified by the Contractor under this Change Order, This Change Order is not valid without the following signatures (please sign in order and return originals with Contract Cover Sheet to Purchasin- axdX4un1rac1AfanaRemen1 Department): j3-7Ao _ :2- T 0 ) O CTOR < H n 6 re K Date (2) PROJECT ARCHITNGIEER ECTIENDate (5) CAPrrAl PROJECTS MANAGER _s.1a= 9 Date Date Change Orders over $25,000 require a Contract Cover Sheet and the following signatures: CITY OF BOCK ATTl T: 5/28/04 eN 5/28/09 (7)(7) "Y RORO Date (8) CITY S CRETARY Date Council Date: May 28. 2009 Agenda Item #: 5.12 Resolution #: 2009—RO206 a4 PUR-045 (Rev 02106) R 5,�N �,p 'Z� 71; f} t REQUEST FOR INFORMATION PROJECT: SOUTHEAST WATER RECLAMATION PLANT IMPROVEMENTS PROJECT NUMBER; OWNER: THE CnY OF LUBBOCK. TEXAS _ 92126 CONTRACTOR: EAGLE CONTRACTING, LP 171 ENGINEER: BLACK & VEATCH CORPORATION REFERENCE DATA: Contractor RFI No. 073 Spec Section Page No. Para. Drawing No. CY4 CONTRACTOR REQUESTS: ® Information ❑ Interpretation ❑ Clarification Eagle encountered another electrical duct bank within the confines of the Plant 3 UV Basin over the Effluent trough (see attached). This electrical duct bank connects the headworks to the City Emergency Generator Trailer and is live. What do you want us to do? CONTRACTOR'S PROPOSED SOLUTION: REQUESTED BY: DATE: 04/15/09 ENGINEER'S RESPONSE: ]K] Information ❑ Interpretation ❑ Clarification For the items described above or in the attached material referenced: Before the existing duct bank is demolished, reroute the circuit from t manhole lust north of the EPS switch ear to the east enough t lete the UV area and up to the manhole at the plant 2 secondary clarifiers. once this is in place, demolish the existing duct bank. A cost proposal for the proposed work should be submitted for review. RESPONSE BY: W. M- Luper DATE:04-28-2009 SmandAEsgle Conhaing FgesUob Files1171- Lubbock WWTPY1FI'sVtR-073-4-15-08.doc ELECTRIC MANHOLE Replace between manholes, route to the east of UV, work complete prior to construction of UV I �HE �—NE J C �-M �crl ��� jt.. . -E F COHNE'\ you IL£ i No Text it �_ _'i` ,� � ,#��� _ '� •I _ .,, � �� _ April 16, 2009 Black & Veatch Corp. 9441 LB1 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.: Additional Information for RFI-073 (Electrical Duct Bank that crosses the Effluent Channel of Plant 3's UV Basin) Dear Laura, I have enclosed plans from a job in 2000 that shows the routing of the electrical duck bank that crosses the Effluent Channel of Plant 3's UV Basin. With Kindest Regards, rant Project Manager cc: File (Request for Information) & Field P.O. Box 1600 Keller, Texas 76244 Metro (817) 379-1897 Metro (817) 379-0610 Fax NEW ECTR If: / f HEW EL ECTPIC MANHQLE—� Y/.�'�� ,\ w. ••,` non .uv�n., rn.u,. ,...,.,.n ..... ' Floor Trr.Nli� J %� NEW UNDERGROUND FEEDER— (y2N�'ldlaTz+eQ ,\`\ /rREFER TO IAGM DUCTBANK TYPE "A" i l' SCREW J HEADWORKS BUIL6ING EJ, I I ELECTRIC MANHOLE I po Y -` P NEW cON11EC'F FDR NOB IL•E i �C i J No Text GROUND ER- TATION "ETL4" 2" LINE NEW UNDERGROUND MANHOLE 6" LINL VG RAIN �,-BOLLARQ r�- I rr, j I 1 NEW 5 NV OUTDOOR ' SWITCHGEAR "EDLU"� UNDERGROUND FEEDER FOR 2 /GENERATOR RECEPT CLE CUT PATCH PAYE ENT REROUTE DNDUIT TO kEW SWI iCHGEAR AND INSTALL NEW CONDUCTORS CUT & P `TCH PAVEMENT AS REDUTED VICTOR I CONTROL BUILDING i 1 I �\ EFFLUENT- EXISTING ,\\ PUMPING SUBSTATION "1iM4" _STATION \ i EXISTING EXIST NG SUBSTATION \ MANHO ES "1TM4" \ EXISTING STREET NEW �\ 1 May 11, 2009 Black & Veatch Corp. 9441 LBJr 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 Sub}.: Proposed Contract Modification (PCM-17) — Relocate Electrical Ductbank out of Plant 3 UV Bas, (Power from City Emergency Trailer to Headworks) per RFI-073 Dear Laura: As requested by the Owner and You, Eagle proposes to re-route the emergency power feed Ductbank from the City Emergency Generator Trailer to the Headworks per the attached quotation from ACME (Includes NEMA 3R Termination Cabinet Enciosure) and RFI-073 for the Total Lump Sum Amount of Sixty Two Thousand Seven Hundred and Twenty Two Dollars and Twenty One Cents ($62,722.21). We have been stopped since we found this obstruction April 15, 2009 therefore we also request a Contract Time Extension of 21 Days, Sincerely, Glenn Grant Project manager cc: File (Proposals) & Field P.O. Box 1600 a Keller, Texas 76244 Metro (817) 379-1897 Metro (817) 379-0610 Fax Eagle Contracting, L.P. SEWRP - Lubbock Job No. 171 Work Description: Re -Route Electrical Ductwork around UV @ Plant 3 Ref. RFI-073 Date: May 7, 2009 Proposal: PCM-17R MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR A ('TR/ITV nHAAITITV I IAIITC ci 1nrnAlT0GrT % Re-route Electrical Ductbank around UV Plant 3 Electrical Work (per attached quote) 1 Is 44,600.00. 0.00 0.00 0.00 0.00 Strap I -Beam over existing Ductbank Install /Remove I -Beam Support 1 24 Is mhs 500.00 500.00 0.00 16.70 0.00 400.80 (amen x 4hours x-2each) Hand excavation under existing duct 16 mhs 0.00 0.00 16,70 0.00 267.20 Demolish Existing Duct out of excavation (3men x 2hour) Strap [-Beam over new Ductbank @ Street Crossing next to Existing PS Install /Remove I -Beam Support 6 1 24 mhs Is mhs 0.00 0.00 16.70 500.001 500.00 0.00 0.00 16.70 0.00 100.20 0.00 0.00 400.80 (3men x 4hours x 2each) 0,00 0.00 0.00 0.00 Conc. for Pad for Termination Cabinet 1 cy 175.00 175.00 0.00 Install Concrete Pad 0.00 a.00 (3men x 6hours) Cut out road crossing & Demo Asphalt & Curbs (4men x 4hours) Haul off Rubble & Ashhilt 18 16 9' mhs mhs ! tys 0.00 16.70 0.00 16.70 0.00 i 0.00 7.50 67.50 300.60 267.20 0.00 0.00 0.00 Asphalt Patch New Concrete Curbs Install Curbs 14 1 Sys cy 100.00 1,400.00 175.00 175.00 0.00 0.00 0.00 0.00 (4men x 8hours) Rubber Tired Loader 32 0.33 mhs mo 0.00 16.70 4,200.00 : 1,386.00 534.40 0.00 Rubber Tired Loader/Hoe Fuel, Oil & Grease (25% of Equip) 0.33 1 mo 1 Is 1,200.00 396.00 1,782.00 445.50 0.00 0.00 0.00 0.00 ` Small Tools - 5% of Labor 1 Is 2,271.20 113.56 0.00 0.00 0.00 44, 600.00 5,158.56 TOTAL LABOR 2,271.20 0.00 TOTAL LABOR W/O BURDEN LABOR BURDEN/BNFTS - 52% � 2,271.20 1,181.02 3,452.22 5,158.56 44,600,00 TOTAL LABOR TOTAL MATERIALS TOTAL SUBCONTRACTS f SUBTOTAL INSURANCE @ 2-1/2% SUBTOTAL OH&P@15% SUBTOTAL 53,210.78 1,330.27 54,541.05 8181.16 62,72221 0.00 TOTAL 62,722.21 CONTRACT TIME EXTENSION REQUEST = 21 DAYS SEWRP- Lubbock Acme Electric PROPOSED CHANGE ORDER No. 00001 108 E 82ND Lubbock, TeZas 79404 TITLE: RELOCATE EMERGENCY ELEC DUCTBANK DATE:5/11/2009 PROJECT: SOUTHEAST WATER RECLAMATION PLANT JOB: 1362 TO: Attn: Dave Mullinex CONTRACT NO: Eagle Contracting RE: To: From: Number: Item Description Sfock4 Quantity Units Unit price Tax Rate Tax Amount Net Amount 00001 INSTALL DLICTBANK 260.000 $95.00 0.00% $0.00 $22,100.00 00002 INSTALLTERMdNATION I,000 S3,400.00 0,00% S0.00 $3,400.00 CAB1NEf 00003 REMOVE. AND INSTALL 1,000 59,100,00 0.00% $0.00 S9,100-00 EX'I' CABLE C0004 fNSTALLNEWCABLE 600.000 S11.00 0.00% $0,00 S6,600,00 00005 HI -POT NEW CABLE 1.000 53,400,00 0.00% S0.00 S3,400.00 Unit Cost: $44,600.00 Unit Tax: $0.00 Lump Sum: $0.00 Lump Tax: $0.00 Total: $44,600.00 APPROVAL: By: % By: BARRY BROWN Dave Mullinex {J�j ?ate: 5��1Date: G�pp{itiox REQUEST FOR INFORMATION PROJECT: SOUTHEAST WATER RECLAMATION PLANT tMPROVEMENTS PROJECT NUMBER: OWNER: THE CITY OF LUBBOCK, TEXAS 92126 CONTRACTOR: EAGLE CONTRACTING, LP 171 ENGINEER: BLACK & VEATCH CORPORATION REFERENCE DATA: Contractor RFI No. 068 Spec Section NIA Page No. N/A Para. NIA Drawing No. CY3, CY6 & CY10 CONTRACTOR REQUESTS: ® Information ❑ Interpretation ❑ Clarification The existing 30" Influent Piping at Primary Clarifier #1 is not where it is shown to be in the Contract Drawings. The existing pipe is at a higher elevation and also it is coming out from under the Clarifier at a different angle than show in the drawings.- We will have to add two fittings_ to align the tie-in point and one fitting to make up the elevation difference and pipe to make up for the difference listed above. Our new tie in point will also be under the existing asphalt paving. The contract Drawings did not call for us to repair this asphalt as the drawings anticipated that the tie in point would be outside of the asphalt drive. We have attached a proposed piping solution to solve these differences. How do you want to proceed? CONTRACTOR'S PROPOSED SOLUTION: REQUESTED BY: DATE: 03/11/09 ENGINEER'S RESPONSE: Information ❑ Interpretation ❑ Clarification For the items described above or in the attached material referenced: The proposed realignment appears reasonable. Restrained fitting shall be provided. Please note, per Note 25 on Sheet 4, existing utilities are to be field verified. RESPONSE BY: Laura A Stratton DATE: 03/12/2009 S:tiSandKEagie Contrading FIIesUob FHes1171 - Lubbock VNTrMRFPa1RFI-088 - Tie In of PC#1 Inftuent.doc EMSTING fn 30' DI PIPE N 7266165.15 E 962997.15 i \� P N C153 45' ELBOW N 7268141.65 pL 3� > E 962980.47 a , i N 7266122.76 E 962961.88 30'0 C153 11 1/4' MJ BEND r PULL JOINT / AS NEEDED 30'o DI _K L PIPE; EXISTING 30' DI PIPE SECTION A April 2, 2009 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.: Proposed Contract Modification (PCM-11R) — Extend new piping to Tie -In 30" Primary Clarifier #1 Influent Per Black & Veatch Method Dear Laura, I have re -priced PCM-1 I to include the installation of CBCP Piping to the new tie-in point per Black & Veatch attached Drawing. This method assumes that we would have potholed about 45 feet of piping to be able to give you the existing information for this line prior to ordering the CBCP for this line. The cost would have been about $6,200.00 less than the price I have previously given you. This method would start after the Plant has emptied Clarifier #1, then Eagle would take a day to remove about 45 feet of existing piping, then take two days to lay and tie-in the new piping, Eagle would take another day to pour & cure the CLSM encasement around the new piping. The next day we could start refilling Clarifier #1. The method that we have given you previously would take a half a day to remove about 20 feet of existing piping to the tie-in point and then a day and a half to lay and tie-in the new DIP (we would not have to encase this DIP because it is stronger than the CBCP). The next day we could start refilling Clarifier #1. Black & Veatch method using CBCP would require that Clarifier 41 be out of service for 4 to 5 days as compared 2 to 3 days for the method we have priced using DIP. Eagle Contracting, L.P_ would have requested the total Lump Sum Amount of Thirty Nine Thousand Three Hundred and Thirty Six Dollars and Ninety Cents ($39,336.90) to perform this work using Black & Veatch method using CBCP. We also would have requested a contract time extension of 5 calendar days to perform this work. With Kindeat Re ards, G Grant Project Manager cc: File (Proposals) & Field P.O. Box 1600 0 Keller, Texas 76244 0 Metro (817) 379-1897 a Metro (817) 379-0610 Fax Eagle Contracting, L.P. SEWRP - Lubbock Date: Aprii 2, 2009 I Job No. 171 Proposal: PCM-11 R Work Description: Reroute to tie into the Existing 30" Influent for Primary Clarifier #1 Ref. Request from Black & Veatch - Using B&V Method of Installation MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR APTI\/ITV n]IAPIM-V IIAIITC .­1n 10A/'T qz T Add piping to tie inot Existing 30" Influent for Primary Clarifier #1 'urchse 1 fittings wlmegalug restraint 1 Is 5,000.00 5,000.00 0.00 and the connecting piping to tie-in 0.00 0.00 the existing 30" Primart Clarifier #1 0.00 0,00 Influent 0.00 0.00 0.00 0.00 Install new Pipe & Fittings & CLSM 224 mhs 0.00 16.70 3,740.80 7men x 8hrs/day x 4days 0.00 0.00 Remove old pipe completely encased 1 Is 0.00 w/above 0.00 with concrete - wlabove 0.00 0.00 xcavate under existing Asphalt Paving 1 is 0.00 wlabove 0,00 for Tie -In 0.00 0.00 0.00 0.00 Remove another 20 feet of encased 28 mhs 0.00 16.70 467.60 pipe 0.00 0.00 7men x 8hrslday x .5days 0.00 0.00 0.00 0.00 CLSM Encasement for added CBCP 35 cy 75.00 2,625.00 0.00 0,00 0.00 Replace Ashalt Paving 1 Is 10.050.00 0.00 0.00 134 Square Yards @ $75/SY 0.00 0.00 Replace Ashphalt Conc. Curbs 3 cy 150.00 450.00 0.00 (Curb Forms, Concrete & Rebar) 0.00 0.00 Install new Concrete Curbs 64 mhs 0,00 16.70 1,068.80 (4men x 8hrslday x 2 days) 0.00 0.00 0.00 0.00 480 Track Hoe 0.35 mo 9,500.00 3,325.00 0.00 Kawasaki Rubber Tired Loader 0.35 mo 4,200.00 1,470.00 0.00 Walk -Behind Compactor 0.35 mo 1,600.00 560.00 0.00 0.00 0.00 Fuel, Oi, Grease & Maintenance 1 Is 5,355,00 1,606.50 0.00 (30% of Rent) 0.00 0.00 Small Tools - 5% of Labor 1 Is 5,277.20 263.86 0.00 0,00 0,00 10,050.00 15,300.36 OTAL LABOR I 5,277.20 0.00 OTAL LABOR WIO BURDEN 5,277.20 4BOR BURDENIBNFTS - 52% 2,744.14 8,021.34 OTAL LABOR OTAL MATERIALS 15,300.36 OTAL SUBCONTRACTS 10,050.00 SUBTOTAL 33,371.70 ISURANCE @ 2-112% 834.30 34,206.00 SUBTOTAL H & P @ 15% 5,130.90 SEWRP - Lubbock SUBTOTAL TOTAL I I I CONTRACT TIME EXTENSION REQUEST = 7 CALENUAR DAYS SEWRP - Lubbock 39,336.90 0.00 39,336.90 REVIEW COPY JUL 112098 NOT FOH f?fi MATION PIECES HX162 THRV CSIG5, U MATERIALS LIST PC. No. TY O£SCMPTIONS DETFOR . NG PIPE ENCASEMENT CON9STWC N OF CLSY, FLOW FILL, OR m CF31EN7 5TABLL.I2ED SaL tyf 9iALL Be VSED (€=3mo) SX162 1 i 30" SPC. W/ 0.67 BEWELM SPB;OT W/ 5NAP-EUM BELL h SPIGOT D75 o L.L.= I267' 61R3 I 30` GKT. - 45.00' BEND 060 n W/ SNAP -RING BELL h SPT007 £yam .- BX164 1 30" SPC. W/ SNAP-LRMNC SPIGOT O75 EXISTING air .P�r3 0.1. PIPE 3D' PRIMARY CLARfnER D.1 %NFLLEIIT 1`^ b5 cy n rbf 1 m pp +1 EELL PREP, FOR A HARM. ASST. LLx 17.115' ilia 1 SD' 8-303 Jffi1T NhRNE55 ASSEMBLY 3B CS1GS 1 30- WT. x 30' Y..J, BELL. - BUTT STRAP MOSURE SECTION W/ 24' FLG OUT 14/ 2V OLD FLG cog Al REFUSE W/ SPGOT PREP. FOR JT. MARK ASS'Y. CONTINUED I20.35 �`b EXSTING END THIS LINE FROM SHEET 23 I I TEST PLUG PC TP16 RX151 BX162 Webs ,1f� by lbH19RQ. 1.43` TEST m _+ SEQUENCE m:c Z p ppO II bum bx/ jN� G�N OI oy� NOTE- UNLESS NOTED MERVASE. 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A ---------------------- ME +tr a — � i / e uv 1--- Il\ w.r �.ru � i •- j „/r I ,F w mot. I ssc .w xe 1 I career vF9•m - _ _ _ _ _ _ _ _ .... _`± _ 's= - aaAuweal c y ti --- -- a _ (� c- aeaara al qr xs Ara oro +* r \ �-n CQ } a LwleAcraR Yre9fL � 9 j � IJxr6 _ �'-�is� IhF, �j +�"I y� p e IOw14M Id6( MaVat Yy' �Yl ��S RY�l V�C.rY�AI 'h1CCI W51f�� E. GYY ❑(�. , J � I._,. ... �. -___ —'- Vl I, ADl IaGTl96.W fLEva nala ta PIEfM +e-!KN ��+}, _ -, _ - altler txa fei AeEen 1p EsrMttw cmlwx t, - -. w xa rs eaLla. � ' �f BSI &E '�rAwr � � p�1A�0082m. ,oa fxrAvmE ��.alle 8 ?� �a xer rl w eanalAw cya SHEET E 1� fliww. �- 30` DI P1PE N 726616E75 E 902907.15 I r F s� as Escrow •- o o 0153 ELBOW �6 w tilb N 7258141.65 �i�i1`av�'1f EXISTING 30 o PIPE i i r ro 7266T227s E 962967.58 I 30•0 C153 11 1/a' MJ BEND PULL JDRff AS NEEDED 30'9 DI PIPE ` � EXISTING 30• DI PIPE SECTION A 30•0 C153 11 1/a' MJ BEND PULL JDRff AS NEEDED 30'9 DI PIPE ` � EXISTING 30• DI PIPE SECTION A REQUEST FOR INFORMATION PROJECT: SOUTHEAST WATER RECLAMATION PLANT IMPROVEMENTS PROJECT NUMBER: OWNER: THE CITY OF LUBBOCK TEXAS 92128 CONTRACTOR: EAGLE CONTRACTING, LP 1T9 ENGINEER: BLACK & VEATCH CORPORATION REFERENCE DATA: Contractor RFI No. 079 Spec Section Page No. Para. Drawing No. RFI-067 CONTRACTOR REQUESTS. ® Information ❑ Interpretation ❑ Clarification We were told that the 6" Sludge Line inside of the Structure for Plant 3 UV Basin had been reconnected where we could demolish this line out of our work area. When we cut this line we found that this line is not a sludge line. This 6" line is an existing Potable Water Line that is in service. When we cut into this line we flooded our excavation. We got with the Plant and found out where to valve it off. Where do you want this potable water line relocated to? CONTRACTOR'S PROPOSED SOLUTION: REQUESTED BY: DATE: 04/28/09 ENGINEER'S RESPONSE: R Information ❑ Interpretation ❑ Clarification For the items described above or in the attached material referenced: e roue recommended y Eagle and receivea on May Ist, appears to be reasonable. This route will move the NPW line out of construction activities. This line, and all new NPW lines, shall be purple. RESPONSE BY: Laura A. Stratton DATE: 05/04/2009 S:ZandllEagle Contracting Flleallob Filest171 - Lubbock vvv%rwFrd RFI-079 - Relocation 06Inch PW Line Inside of Plant 3 UV Basln.doc —�'.� v �. f • K..'' Y gy�y w .r ��y_ 1,�.}• ant r MATCMW i&M IrmIcAu SAmICr ma 21 rft WOUSNED Fv- Dif I GIVrE. • Y` T' r ,� x. .,=>.r \v� � ' `� r •� ♦k �'�._ �-` ^r '/� )� is yry `)'` K r'r �,: �. �V -vr ' ' ;.' MJ��ill<r"� .lA I r •yr Cr.r OWN •. �/ ) • ♦ • t#' ow rlr I`n� it a }� 4r V ,< R . n, ; ,,ta6 aiATIANI( ~_- 'aeulr ! 1 1 Iry mStksAN r rater II I I , t I r ., r4 lti ~ryg,ill t i IIIit rr J '� " N• 7.76 4� ,bIN..•r ;•' 1° 4R ?b3J8 • �38 E r 1 r r.� 3�a3• 17 ' __ - -- _-_ _ -- g= I I . j I r4 P RwfV a. r wlal'[- s \-== Z•. + i ; Y'\ I i..t �t ' II 1'InFv 5 r1'I I I 1 �' (iWtV• i -'' -ram\y.'' �i��� ET` v 1i1 jC �C I ��,�,i. ��• Iti TAP Yr i \` 3 , � 1 a � � arr � `<t c,� { .. � �. ,�, ! 1 \*I� amtt �, tt i ! I � 1 I •"�• ��3 4 � . i rQ ',,� M� � .��J 'N\ -'a•pP. 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Z0/ZB 30Vd d-1 9NIIDV'JiNOD 3-19H3 0T906LELIS 8E:TT 600Z/10/50 May 7, 2009 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.: Proposed Contract Modification (PCM-20) — Relocate 6" NPW North out of the Construction for the Plant 3 Facilities per RFI-079. - Dear Laura: As requested by You in your response to RFI-079, Eagle proposes to relocate the existing 6" NPW North around the Plant 3 Facilities and demolish and plug the existing 6" NPW our work at these Facilities all for the Total Lump Sum Amount of Twenty Two Thousand Eight Hundred and Fifty Six Dollars and Sixty Cents ($22,856.60). We also request a Contract Time Extension of Six Days. Sincerely, Glenn Grant Project manager cc: File (Proposals) & Field P.Q. Box 1600 0 Keller, Texas 76244 0 Metro (817) 379-1897 0 Metro (817) 379-0610 Fax Eagle Contracting, L.P. SEWRP - Lubbock Date: May 7, 2009 Job No. 171 Proposal: PCM-20 Work Description: Re-route 6" NPW North around Plant 3 Facilities Ref. RFI-079 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR A /+TIlITV rll to AITITV IIKIITC q Re-route 6" NPW North around Plant 3 Facilities Purchase Purple C900 Pipe, 1 Is 7,650.80 7,650.80 0.00 Restrained DI Fittings and Valve 0.00 0.00 with Valve Box 0.00 0.00 I 0.00 0.00 Pipe Excavation, Tie-ins, Pipe Install & 200 rnhs 0.00 16.70 3,340.00 Backfi[I (5men x 8hrs/day x 5days) 0,00 0.00 0.00 0.00 Purchase Aggregate Pipe Bedding 122 tons 15.50 1,891.00 0.00 Maul off excess excavation 91 tys 5.00 455.00 0.00 1.5 x 1.5 foot Conc. Ring @ Valve Box 1 cy 125.00 125.00 0.00 Small Conc. T-Blocks @ Bends & Caps 2 cy 100.00 200.00 0.00 0.00 0.00 Remove Old 6" NPW that is in the way 18 mhs 0.00 16.70 300.60 of Construction (3men x 6hrs) 0,00 0.00 Haul off old pipe 1 Id 25.00 25.00 0.00 0.00 0.00 Rubber Tired Hoe/Loader 0.40 mo 1,200.00 480.00 0.00 Rubber Tired Loader 0A0 mo 4,200.00 1,680.00 0.00 Walk Behind Compactor 0.40 mo 1,000.00 400.00 0.00 0.00 0.00 Fuel, Oil, Grease & Maintenance 1 Is 2,560.00 768.00 0.00 30% of Equipment Rental 0.00 0,00 Small Tools - 5% of Labor 1 Is 3,640.60 182.03 0.00 0.00 0.00 0.00 13,856.83 TOTAL LABOR 3,640.60 0.00 TOTAL LABOR W/O BURDEN 3,640.60 LABOR BURDEN/BNFTS- 52% 1,893.11 5,533,71 TOTAL LABOR TOTAL MATERIALS 13,856.83 TOTAL SUBCONTRACTS 0.00 SUBTOTAL 19,390.54 INSURANCE @ 2-1/2% 484.76 19,875.31 SUBTOTAL OH & P @ 15% 2,981.30 22,856.60 SUBTOTAL 0.00' TOTAL 22,856.60 CONTRACT TIME EA I tN51V14 MMUUCC� 1 = o UAT 0 SEWRP - Lubbock Safes Quote O'Toai Plastic Pipe, Inc. P.O. Box 1917 IN 02111 Lubbock Texas 79408 50514 106111 Bill To: Ran Bray Ship To: Eagle Contracting, Lp P.O. Box 1600 Kober TX 76244 607 S. Pearson Keller Texas 76248 o O .fl •Cr S. 5 4/30/2009 500.00 LF 6" C-900 DR-18 EFFLUENT WATER PIPE 0015 $10.50 $5,250.00 3.00 EA SKU[49-MJB4506] 6' 45` Bend DI C153 0011 $75.00 $225.00 4.00 EA SKU[49-MJB9006] 6" 90` Bend DI MJ C153 0011 $86.40 $345.60 1.00 EA SKU[49-MJT1006] 10 x 10 x 6 Tee DI MJ C153 0011 $216.60 $216.60 1.00 EA SKU[49-MJSL06] 6" DI MJ Solid Sleeve Long 0011 $81.60 $81.60 1.00 FA 10" MJ RESTRAINT W/ACC 0015 $120.00 $120.00 12.00 EA 6" MJ RESTRAINT W/ACC FOR PVC 0015 $68.00 $816.00 1.00 EA 6" MJ GATE VALVE W/BOX 0015 $540.00 $540.00 2.00 EA SKU[49-MJC06] 6" Cap Solid DI MJ C153 0011 $28.00 $56.00 Payment/Terms: Net 10 EOM Due by 6/10/2009 THANK YOU Sales Quote Subtotal $7,650.80 8.250% Tax Freight Charges lifla e " t V.A4n_nn 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. 079 Spec Section Page No. Para. Drawing No. RFI-067 CONTRACTOR REQUESTS: ® Information ❑ Interpretation ❑ Clarification We were told that the 8" Sludge Line inside of the Structure for Plant 3 UV Basin had been reconnected where we could demolish this line out of our work area. When we cut this line we found that this line is not a sludge line. This 6" line Is an existing Potable Water Line that is in service. When we cut into this line we flooded our excavation. We got with the Plant and'found out where to valve it off. Where do you want this potable water line relocated to? .CONTRACTOR'S PROPOSED SOLUTION: ge REQUESTED BY: DATE: 04/28/09 ENGINEER'S RESPONSE: ® Information ❑ Interpretation ❑ Clarification For the items described above or in the attached material referenced: e roue recommended y Eagrie ana received on may IsE, appears to Joe reasonable. This route will move the NPW line out of construction activities. This line, and all new NPW lines, shall be purple. RESPONSE BY: Laura A. Stratton DATE: 05/04/2009 S:1SsnffEagle ContWing Flkmtkb Res1171 - Lubbock VWYTPWh3%RFW79 - Rek=flon of 6 Inch PW Llne Inside of Plan! 3 UV Saslmdoc ...•.....w�....r1.. .r` t r-: �;R a♦ ry l� n i. /„{�r�'. *., ?, /r, .''•"\: �� 1 1.41'ri Vi'\ a._ 7` r i( ,i.; ♦S ! /(:1r'lil✓� �;n= JMfCATE St7RCINiEB rim N[91E•ll61bLI�tfEO i3 APM°Ax. ��•Ft: r bE6hM CNADE. P, ), v i� 17 % .Ttl1-� � 1 1 S`•C\ i aY,}♦ % ♦.eY : f ,� . . /1 !r` r{. i + .T� i .��\i \� •° lip 1 MAP.? � ,'\ , \ ), ♦ r p ! / r � / r"r • It •I1 ~F. $a 93 ``•+ t< )(, "� i t. 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'' ° v _py=� .,`♦ .t . �7;it l�LL,, � . tv- � _ .� •car i .�. �C t. 1 +I. +�.' jj. _ ♦♦. �At r y hla y` •.✓ `J}yf>r\�; nf� y .. ul" i✓ .. ��Jri• ai( � y t'<`<`r' ' � � �r. i A : r?'Z .� �'� i� ,v/Y• t Y „l — , � A i�j, 1 p } ' �{ r ' o :• T� `{ i it1.j , } \,, ~ � y � .... Y �_! I i �r33 y 1.. u. ; ( `< •ter j:�� «�rrt „" i ...... .. ......- _ �il I I hA � `�•.•.✓F��\ x;� : f :�, i ' � � ♦ � � rr I .S •�rlr�all r 1 'v '� •� `d• { � .. II � I I A !S♦, ,fir a,�/ • S.l \� .y! ; \, .\\I, {[ � I �..r _ � ��: -{ �. =.Y '�. J�? � fir \�J1`�♦ s=r ♦�i `. k 1 4 �, �✓ f1 I r : r1 A--, i I { • L251ct o QL n o 1 _ ^/.tfr"'r�=-= •_T!t - _ y'1.r. �'�.� a0 ��" r �"1id11 1. �7 I IPI t I• n \♦ YYY I `\V Y` Nk. ' 9 �erom>g11p11 vAa 0� nv APAXI 0 Fall 1 . • Mf -.n 'C.VM +s+r rn �r.lA'AA t. RrRw• BLACK & VEATCH building a W O f I d of difference - 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-1.6 March 13, 2009 Subject: Modifications to slide gate SD-108 As discussed at Progress Meeting 11 on March 4, 2009, the frame and stems for slide gate SD-108 are bent and need to be repaired. This gate is on the influent end of the center screening channel. The gate will need to be closed when the existing screen is replaced with the new perforated plate screen. A visual inspection was made on the "below water" portion of the gate on March 51", and the only damage appears to be to the stems and above operating floor level. We request that Eagle review the slide gate and discuss repair options with Rodney Hunt, the gate supplier. The drawing from the shop drawings for when the gate was installed in attached to this letter. Initial thoughts discussed were to remove the gate above the operating floor level and weld on a new frame and replace the bent stems. Please forward recommendations and a cost proposal when these are available. Please feel free to call me at 214/570-7076 should you have any questions. Very truly yours, BLACK & VEATCH Laura A. Stratton, P.E. Engineering Manager LAS cc: Mr. Soo Koon Soon, City of Lubbock, pdf copy Mr. John Kelley, Parkhill, Smith & Cooper, pdf copy Mr. Gary Smith, Black & Veatch, pdf copy Mr. Rich Houghton, Black & Veatch, pdf copy Black d Veatch Corporation - 9441 LBJ Freeway Suite 114 Dallas, TX 75243 USA - Telephone: 214.570.7000 Black & Veatch Corporation - Registration No. F-258 IFITERCRMELTIW SFUFT E-=89-91 % 5'-B I/R' LG WITH CELTAFLEX 40 FLEXIBLE WITH B5-Sm4 HOLST coym F W2 STEM COVER F-12348 r 4 - 3/B" ESTf NUTS FOR ` REMR COVER E-42ESS STEEL �I, y17 9�4FT COVEp E-42690-04 -------------------- --- {;C L%.CEPTIONS NOTED E%CEPTIONS NOTED RETURNED FOR CORRECTION RECORD COP JUL 6 1992 0 REVILW DOES NOT RELIEVE L'ONTRAGTOR FROM RESPOPISIRILITY FOR ERRORS, OMISSIONS. OR DEWATIONS FROM BLACK r.ONTRAC& T DOWMEN S. B'S ST E-27371 WITH STELL COVER F-I .t t �y f 1 WPOSITIDISC IM LO'4EST ON r , /J {H2 LG PLACESI S 3" CIA % 7/R" LG IFr / 57'L1o5 TO AYTA!H YOKE f- gig 1 I I I os I Qz I I II FLR EL. SISB.O II I II I 3/4• OLA. eTELI I I �I I 3/4" 01 YHRFJLIEO ACLW R.H. I II I FOR 57"01 I V II I II I it II 6 I I I I I II I I I ----- — — -- — -- — IIII I I II I II I II I II I II I II A II I II I II I II I II 17 A II I I II I it II I II i I 11 Itl I N OF"TNY II I III II I I p IN II I 1J1 L.II —--------- — — — — — — — — — — — IL J INVERT EL. 31'' 7[—L-------------------- `.—.--I s� 6 N. STE4 4CME L.H. UYEL FLOW 3.75-/ LALTI C 4maa I evl aml wTz IµTI or+ oe I erl =m DAM IALTI mwRR I erl cKOI OAT[ I FILLL W F/GROUT of 5' 2j SECTION A -A Sa o 0 SHOUT AND I" FILL W/GFlOUT I PROJECT LOCATION`o-x —KS c ' _._. .... 00, BATE ND. SB-106 iNiU SG-I11 CUAWITY FOR W7ERLALS SEE SPECIFICATIONr-�--EET 25WS-3 l__ R00NEY HUNT OMr'ANY 0;? , �aTMls m°�i�' 16w9f °F INST A ASSY: 96.0E ST�1I BOLTED TO DISC W/rr]5/B' OIA. 3 1/2" LG. H. H. C. S. NUT A LOCKWASHER NEOf§�!E 1 SECTION B-B GI ORDER ITSM N7. GA April 17, 2009 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.: Proposed Contract Modification (PCM-16) — Fix Existing Headworks Slide Gate — SD-108 Dear Laura: As requested by the Owner and You, Eagle proposes to fix the existing Headworks Slide Gate SD- 108 for the Total Lump Sum Amount of Thirteen Thousand Seven Hundred and Twenty Four Dollars and Twenty Two Cents ($13,724.22) to provide this extra work and a three day (3) Contract Time Extension. Sincerely, 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, LP SEWRP - Lubbock Date: April 17, 2009 ,lob No. 171 Proposal: PCM-16 Work Description: Fix Existing Headworks Slide Gate 108 Ref. Owner's request for a Proposal MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY ni IANTiTY i 1NITA ci iurnKMPArr T Replace too section of Slide Gate SD-108 Replacement parts 1 Is 8,287.00 8,287.00 0.00 Remove old Gate 32 mhs 0.00 16.70 534.40 Install new Gate Parts 96 mhs 0.00 16.70 1,603.20 0.00 0.00 Small Tools - 5% of Labor 1 Is 2,137.60 106.88 0.00 0.00 0.00 0.00 8, 393.88 TOTAL LABOR 2,137,60 0.00 TOTAL LABOR W10 BURDEN 2,137.60 LABOR BURDEN/BNFTS - 52% 1,111.55 TOTAL LABOR 3,249.15 TOTAL MATERIALS 8,393,88 TOTAL SUBCONTRACTS 0.00 SUBTOTAL 11,643.03 INSURANCE @ 2-1/2% 291.08 SUBTOTAL 11, 934.11 OH & P @ 15% 1,790.12 13,724.22 SUBTOTAL 0.00 TOTAL 1 13.724.22 CONTRACT TIME EXTENSION REOLIEST 3 DAYS SEWRP - Lubbock Hydro Gate 701Q -Broadway, #400! Denver, CO 80221 Phone; 303yM-7873 Fax 303-HM5M. v www.hydrogatacom Change Order #4 DATE, April 1:7r 1009 PAGES: I TO.: Glenn Grant ORDER NO: 1105252HP FIRM: Eagle Contracting FROM: Matthew Kelly FAX: (81 , 7) 3791189.7 PHONE- 3,03-28.6-7873 Ext. 256 JOB: SEWIRP, Lul�bqqK, TX- FAX. 303-287-8531 a Urgent jUoT-Review ofillease Reply/Commefit o Please` Rdcycla DWG NUMBIER DESCRIPTIQN CREDIT ADDER Adder for (1).replacment tandem operator assembly, (Indfudot 304SST yoke, input 1'105252'SGA08 operator, slave operator, tandem shaft with $8,2187.00 Couplings and cover, left hand 304 SST stem, right hand 3'04 SST stem, stop nuts, stem covers and handcrank) TOTAL ADVER: $ 8,287.00 Please C60fifth your A0.0,00.tahita.of this Change Order by signing and returning a copy to Hydro Gate. .C'hahge :Order accepted' CPS TANDEM LIFT ASSEMBLY MG—A13 (4.5:1) GEARBOX M/MG—A13 SUAVE am ,/r,DWM PLAIft B _ 5/a BUL N , IaJ< 16 BOLTS W/1N ! WAIR :RS EACH. I im FRONT VIEW am 01 CLOM POSRIO1 n e so NNW Nw ma REL OYOLBLE Ck" i5 I i � 9ST•f I ]B.t I 6 `BUScxoRs.� �� at3e.ao ,or or mNeatic ago ft enu w/, , Icat w�sis�R E+cx. (SS(95T.)) I al 07 475 � t a 11+--•�f—',chow? SECTION A — A ,; . � Y rREQUEST FOR INFORMATION r PROJECT: SOUTHEAST WATER RECL-AMATION 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. 076 Spec Section Page No. Para. Drawing No. CY4 and CY13 CONTRACTOR REQUESTS: ® Information ❑ Interpretation ❑ Clarification There are multiple problems with the existing locations for the Tie -In Points for the 42" Filter Influent and the 42" Effluent Pumping Station Influent. First of all the existing 36" Pump Station Effluent is 6 foot further East than shown in the Drawings and there is a 22 Y degree bend south of the tie-in point that will not allow for the tie-in as shown in the drawings. This existing line is also about 3 feet higher than shown in the Drawings. This could present a flow problem from the new UV Basin. We believe that we might have to move this tie-in point to the North to work with the existing bend that is not shown in the Drawings. Secondly, the tie-in point for the 42" Filter Influent will necessitate new piping under the existing monorail beam column and retaining wall. I believe that this tie-in point needs to be moved to the South (about 6 feet) to keep from endangering the existing facilities. Please tell us how you want to solve these existing problems so we can get this information to the pipe fabricator so they can redo the piping drawings to work with the existing piping. I have attached field drawings for your review. CONTRACTOR'S PROPOSED SOLUTION: REQUESTED BY: DATE: 04/24/09 ENGINEER'S RESPONSE: ® Information ❑ Interpretation ❑ Clarification For the items described above or in the attached material referenced: See attached for recommendations on revisions for the 42-inch Effluent Pump Station Influent. For the 42-inch Filter Influent. the DiDe conne t can be moved to the south as necessary to shift away from the existing_ facilities. RESPONSE BY: Laura A. Stratton DATE: 04/27/2009 If Eaale believes that this will result in additional wnrk. A cnst nrnnnsa should be submitted to B&V for review. .ion 1 S.1SandilEagle Contracting F€iesVob Flles1171 - Lubbock VVWrM12F1's%iFl-076 - Location Problems with Piping at Plant 3.doe AEV{EIN t:OPY MAR Z309 Lual a. cn MATERNALS UST + T IyI�;� r ra r� 3 07> rRa+SE. 3 car. S? z PC. NO- WJY L�iCR1P7r1.`}S STif ?' . a'SKET JOWTS ARE TO 2E Lria3R;cTDR :0 tiTJF7 U 1 a. i `]P.P-RING AS PER 57 IrET 3F , cs-m 1 42- OCT. - RUFT "t AP ' 5 Y . 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Q ,wIA n,xrlb naYa l.�Art 6lwrrb I fT IWg 311171 CY13 IL �, M MAN Ld IL MATERIALS LIST LET 3 4QY— uriL= NOTER QTKER.%iF_ t� PC- No_ Y L1 rRJPilu,�Zs swr ?�? C�.SKET .1OWTS ARE TO SE Cr_@17Re� c7lt¢ ifl R ItY r1AP-RING A� Mt �`1IEE� 3R. tV DiF��TE Alm lyr..%T �5�16 1 42- VKT - IWT STRAP IMGSi� 42.is E�13KG 3S" fs L Plpc EU31ANUM ALONG-Dft'MW_ CGt3E1 3� (?.r. 1JEaE »/ 2-1- ctg a"T. W/ 24 9lEL FLU Yl/ SPIOD7- PREP. FCR V. f9AR.4. 0 z ea r--- is H I 46 1- O -4Z�FRi.FUT PUM? STA7i N I�UENEFF<_i. FUT PUM? STAMN I�UEN-r U 0 ar,;3 � � 7.i q -isT Ld W _ 1 r [Seta tMUINVED CC 'a � o � FUR Al. L NECES UN "S SHEET. � PIPE U:CASOJEW CZ*lsfs'MfG =" OF Ski, rLsi-A' RiL° 4R G iFFA]--57'A.2=.L}7c.0 sCZ m �-JAU 9r L1 EIS (C-3CO-J) >r Nr Nr :f V A ! M1 Cry'M..ACTt'1!t T4 4'E:iIfY CC1WMIA.TE M'910 kG 3s" Co AND LIWEIfT SLEVATION ALUM P=- f i1571r; G 35' DJ_ UtdE. M" uflf �L= MU325 Y9 C.r-- 3Vf SLf�P-Rf1iG $L-il_ zb sm 7 1 OLM $ v° GUM x 42' GIST. U?92 6ULP fiF-AD 'WE (324.3 f NAP-AING SELLS AND 5PFrQT GILT. X 35' A—L tEiL - D23J WTe S 3LSP CLQCc o R 5EC1fl}d _ -41 2-;- FLG our wl Z4" E=-5 F? G C5$15 1 0- JrKT. % -1w N_.L Rhi_ - U240 BUTT SLRF.P CL05URE SECTION / 2c FLG CUT If/ 24 OLD Fv-rl :Yf S11,LP-?Ike L-lum END TtOS 1J71r 1`7 DID MS PROJECT i NOTE: SEE G&'TERP.I. INFIDEW -1100 SHE_rS FOR FIELD Q,!5 LL5Tl U WSiRUGTIUNS Sri OtJ f Ransm PrFssltra ;'ip 1 i + m N �f` IL ff#Ri# ARE T4 8E SHEET 3t_ Ur _ Z +--+ =rF. ALL FI_FCES Cfii RV5 SKEET_ V -iFF DICAESDAENT CC�`I51SRHu v. Q OF CLEM, FILM FELL. OK may= m F- LEA DDT-riTAB }2£D SEAL ~ Z : raLL 3E USED- (E"=:!C{U} ca a O _ w CD Q L LI `� d 41- MTER W FLUEM F d^ . rL=j.7-9, �' ' x M-1 IT 6 ml, I) V co En v V V f` LD CD C. CMiMAChiR T) l<RFY ELCY.-Iti f ALCIN EVI�f€WC #E' ¢.I_ tPIE_ C53$2 rf 72&2_�+21.C8 E 9G3986-42 L:IV_ EL= 31130 (06 4 dL> 4r Flt'7QEf r Q cGurul-IG V ` # (BY OTHERS) 43` FLt= - rn O.F. 'TfAL%E � a < nzBS (ay DLF1�$� J ` 1 � 4T Fl_X:7Vfil_;2 _ �T 'y AMU COWLING 1}3Y Q FHFS} [n C538i ROTATE OUTLET LEO CF' T3H3 tip M-20' ' 2+-9"fk - _tz, MTA IfdE•WDIT 6S3B6 a+raILE3 - E+€SI 42' SEC EFFLUFM m TZSSSCm 1-3 k,569 CCNIUrTlEI2 FS_5Z t-IL=2.5ff E %_ MOG •12 R FRf3R{ SHEET &2 m c. rn w 2. ER` ri $1 Sa17-U0 f ru (mot � C "' N � me C3 r3 ( � ;;ram m S�lj y h ra J� ,f kN/ EL= 3713.E10- UNTRAUCC4 TO �c`T.I f fC-ORMIACE m4l) IMERT ELOANTHIM #J.L�fC OJ• F49E �c fo5ed Ivepi TING'Pie bur~DiNPT� jE't i4$G 42' [3 I. LINE, �` .n 'T]f A[JA rI r.o Q/_2a4G e7 6T TZ - Ty I DESCR T1ONS gip. iSkT € 42' LW. -- SWTVISTRAF CLOSURE 0235 SECTIM- 1 * 24` FLG OUT. i'Ef W OM FIG Wp" MGM MEP- FCR .IT. H;%FFL f 53J2?-allr� �_ 1 4r CYE_ 00- X 4-2- GKT- X 42- O241 G.:T_ - 'AVE eff EQi, & SP1&Pl 1 42" CK_T. Jr ii` CPL. P„ - FJZE3i a.Q' C IY 4 -- 1VFE AR SARUM LUGS Wf SWAJI-FMIG SFfrOr I 42 CPL P.r= X 4?" Fi,G - D214 +ZO?ie FUR Nr 4 ^- T'fFE RR HAR`7ESS LUGS- 1 147' FUR. 7X 42- C-9L. RE. - D234 AErn?EQ¢ '61 4 - nFE RR Iii 2IE55 LUGS 3 4:2� UFL P.E- (-12` 14.4 BELL - 023T RUTIC STRAP C UMALRE S;r-1-10 1 YJ:f 24- FlI OUT 'o f 24, am Ff C Wfr 4 - 1iPE Fn I -MR IESS LEI S 1 42 SPLIT IIE31T S7MAP `32TS I 42- L*$- ORDAP70R it t 24"' FLG GLtT_ W1 24' ELLD. RIG TFffS LNE NUff: aEE CENERV, WFr-TWE9710 ! SHEETS FOF Fi�3 R•iSTALLAROW SlZTR..LJCTIO:FS LA iDu T 'tor3�a1 fxfa5 5:�fe Pp LJJ9C76'M. LESS t-w-mmOC-Q22E s Fs� 6-tL`',Vk B LS°f ,• `ti 04L pf j,--P_ PO�s )(e*0& "a/J l rj7'-, KoAD Q�55=6,I1 f� O ' ntor r'> �� Cc�fL crJ �f�rt (fin e+2i�tt catfE; ! May 7, 2009 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.: Proposed Contract Modification (PCM-21) — Relocate 42" Filter Influent and 42" UV Effluent @ Plant 3 Facilities to Match Existing Pipe & Facilities per RFI-076. Dear Laura: As requested by you in your response to RFI-076, Eagle proposes to Re-route the 42" Filter Influent Tie -In Point to the South to get out from under the Pump Station Monorail Beam, Street Curb and Retaining Wall and Re-route the 42" UV Effluent Tie -In Piping to the North and East to match the location of the existing 36" Pipe and Bend that we tie into @ the Plant 3 Facilities all for the Total Lump Sum Amount of Twelve Thousand Eight Hundred and Sixty Four Dollars and Thirty One Cents ($12,864.31). Sincerely, Grant Project manager cc: File (Proposals) & Field P.O. Box 1600 0 Keller, Texas 76244 0 Metro (817) 379-1897 0 Metro (817) 379-0610 Fax Eagle Contracting, L.P. SEWRP - Lubbock Date: May 7, 2009 Job No. 171 Proposal: PCM-21 Work Description: Re-route 42" Filter Influent & 42" UV Effluent at Plant 3 to match Existing Piping Ref. RFI-076 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ArTIVITV AI IBAITI'rV IWlITR m1nrnAITGArT S % Re-route 42" Filter Influent and ' 42" UV Effluent at Plant 3 Facilities 1 Is 6,000.00 6,000.00 0.00 Purchase CBCP Pipe 0.00 0.00 "Work @ 42" Filter Influent Tie-in Point" 0.00 0.00 Note: Move the Tie-in Point for the 0.00 0.00 42" CBCP Tee to the South by 0.00 0.00 extending the Straight run before the 0.00 0.00 Bend (eliminates one short pipe 0.00 0.00 charge and moves this piping from 0.00 0.00 under the Column and Street Curb and 0.00 0.00 Retaining Wall. This will add a little 0.00 0.00 length to the 42" Pipe but eliminate a 0.00 0.00 short pipe charge. 0.00 0.00 "Work @ 42" UV Effluent Tie-in Point" 0.00 0.00 Note: We have moved the Tie-in Point 0.00 0.00 to the North and East to work with the 0.00 0.00 Existing 36" Piping that we have to be to. 0.00 0.00 This entails adding one fitting and 0.00 0.00 a little more Pipe. This Is less 0.00 0.00 expensive than useing multiple bevel 0.00 0.00 charges and joints. 0.00 0.00 0.00 0.00 ExcBkfl & Install added Pipe & Fitting 80 mhs 0.00 16.70 1,336.00 (5men x ShrslDay x 2 Days) 0.00 0.00 CLSM Embedment for Added Pipe 14 cys 75.00 1,050.00 0.00 Haul off Excess Excavation 28 tys 5.00 140.00 0.00 0.00 0.00 480 Kobelco Track Hoe 0.10 mo 9,500.00 950.00 0.00 Rubber Tired Loader 0.10 mo 4,200.00 420.00 0.00 Walk Behind Compactor 0.10 mo 1,000.00 100.00 0.00 Fuel, OII, Grease & Maintenance 1 Is 520.00 156.00 0.00 30% of Equipment Rental 0.00 0.00 Small Tools - 5% of Labor 1 Is 1.336.00 66.80 0.00 0.00 0.00 0.00 8,882.80 TOTAL LABOR 1,336.00 0.00 TOTAL LABOR W10 BURDEN 1,336.00 LABOR BURDENBNFTS - 52% 694.72 2,030.72 TOTAL LABOR TOTAL MATERIALS 8,BB2.80 TOTAL SUBCONTRACTS 0.00 SUBTOTAL 10,913.52 INSURANCE @ 2-112% 272.84 11,186.36 SUBTOTAL OH & P @ 15% 1,677.95 12,864.31 TOTAL CONTRACT TIME EXTENSION Kr-QUt5I = u WAYS SEWRP - Lubbock -REQURST FOR BV17ORMATIOU PROJECT: SOUTHEAST WATER RECI:AMATIMPLANr IMPROVEMENTS PROTECT NUMBER: OWNER! E'OrrY OFtUMCK TEXAS RM 'CONTRACTOR: EAGLE COh1TftACTIi'slC; LP 17n ENGINEM BLACKayEAi6H"CQRPORATION R3EFER 9NGE DATA: 'Contractor RFl No, e' Speo Section Page No. Para. -Drawling No. CY4 and CY16 CONTR ACTOR'REQUEwS:TS: P&Information ❑ Interprdtation 11 Cladfination There are mrittlple problems. with the existing locations for the Tle-In Points for the '42" Flitsit Influent and.the42":EffiuenttPumping Station. Influent. First of All the;exlsfin0,aE3".Purnp Station EffouentI&t3 footlNriherEast<therr:phgWn tn'the.pmWfMr,..and there Is•.s.22- -*%-d9,grse bend-southvf1hetwiln polnt that -will not-aTlow%rtha Ue In as shown In the drawfrlgs. ''his existing line -Is-.also about 1 feet higher than shown in the Drawings, This votild. present *:flew problem -from the new:UVBasln. We belleve-thatviamight howto movethis.tle in point Lathe North to work! the-Watinrg bend that:rs not -Shown in -the Drawings. Saobndiy, the tie-in.,pd1oforlhs 4Z -Filter Irifltlent,,wlll n-ecassltato new pR.ping.under the..ex)stliig'monorail �sam colurrm and retalnirig wall. l belleue thatthls ffa4n.polni: needs -to be moved to_the'South (about 6*faptpto kegpfroTn ndengwinq.th6BXistingfaelMes, Please tail us,hwk ou-wentto solras_these exIoUng.probietne sb*acan gietthfsInfoftation to the pipe labfioator,.so #hay can redothe-piping .drawIngs`tovork-witli the sMating piplaq. i. have ,attac hed ,ield.dmMrrgs for.y4ourreview. :C.df+LTR%tG'i'QR'S Plo>►Osi~v SOLUTION: REQUESTED.Bi', .DATE: ENGINEERFS-RMPONSE: M infornion :01rderpre Won 0-CR8I1Iflon lain: For:thaitems sdescrlbed above•vr in. the attached material referehood: See att'a.ched for xe'commendations on revisions 'fox the A2--inch .Effluent D111nr, 'W-� 4-Y�a +--Y.o r i- .-,r.-,•no facilities, RESPONSE -By: Laura .A. St37atton DATE: o4/.a7/7.ons If Eagle believes that 'this will result in additional work, a cost proposal should be submitted -to B&V for review. 8:15wW eagle Owhasrng FOuuab FlIrW71.LahbnE7 V"rFVWrs1RMM. Locaft A+oNWM WM PIPUMg M Plem 3.dw �-*nEVIQW COPY cn MAR 012005 � Ly \Yj- C7 x U d F- 0 U W J 0 Q w 4 t1:F_ PIPE HOPE: UNLESS NOTER DIHGRW1SE.All GA�4U JOINTS ARE TO W �thEs-F�`dG 4a off} SptEET 3.C_ r Fl`,P. A!L FIEC'm 6fl pits SF•�.e^F_ :�FF� EElG.v'E�FIJg CC�i5i5TIdrF: OF rum. Fz V4 nu aff 1 lEERT-SYa9ILl= SUL 94ALL BE eJSEQ_ _E=Zs:OQ} O�II9,2z ---- ?6 FIE Erie fit FUDEN € g1 j C- . -I !- D1iiRRRG1UR T �! Y CMR12DIALTF AND a .ERT ELEY4t1El,`; � LNG 4T' a.! UN rya el �/ t RE 728Ps21_r-a 7383 427 FUVMK aed 4 -rcup WG -� e {t3Y ozi4j e .V` FLU - . V ► � u7 AM Q.F. 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P - - 0214 .�F7S9iFOg &1 4 - E-tFE FER Fi,ME53 EL:C-5 1 4t- rf=L_ P_E- ? +2- Ei.3 BELL - € 2J7 ss-M S-7RAP es esm"RE: SEC1itl% VRj 24 EL but :Elf 24- Eta Ma W,c 4 - 7kM FUZ MARIMNS LEE& l 4Z- 1-4rLkV 003T MRAP D$75 E -62- CYE, CIO X 427 —J a l - D215 ADAPfa1pt it.+ 24- FLG aUT_ crj 24' El a. FIG , fia sEE cEm RxL E.4FOF uA7iml 5EEEUS f0K FEELS RISTALEAUDEJ 4'0T a.UCUG-%S misaCtm, 1EXAS e3 C� i5 I✓sLsp,-pp— pc) -As 7xrA-o.trr,3fj FEMEWCOPY CFEURFAMCAT �1T�lS LISP` Lt�T 3J�tL NGTCD (2ThPE �SFSE t � PC- it¢ Q71l [3EsrR1p.-li11tilFS sHr P-3 GRSKET ,$3IMS ARE TO 2E S!IAP--A NG AS PER SHEET 3A. UCsiiRrACtL,K �`r fE fi5.1S i 142- W. - BLiir SiR,EP G E}i]8 ' E1C T3tJP> 36 LRR 0114A-TE mia JhF TAT tr . Rq IJA-nox ALnttc- -nis ac-- lfi{ Z#- r�Cf 9F7� 1Q/ '• OLD-FEG 'AEI{ SPG;lf3M PRF�. •±FUZ 4r i MY. /m As3'r_ Y z ` TA_ sr-:7 1 b acr Y zv m- 5r oar m-- II� >:3EAD 7EE 0243 H h I t�f S1AP-4ttlt611ELL AMB SWW-f V d !n C5cle 3 . 5 GICf: Y 3s, M-L 3ER,L - DO!] air SL2p�?Jt� �tCf7C �` FFFZLPFFFT ?CIJi? STATf�ll r�FLa3Evsi ^� i' U i C541S 1 r &KC, x 16'- H.i SaL - i72411 i HL==?.7d' FiL ? W vi EP3TF SMEPCLUSUNE SEC'MIN i J N331 9_ 7.8 . �s26(} y+ Wj a.- FL QM ;sf zz O-D fr-G < til vP{ SiIAP- Ititi Rpgm- h �C ZIP ENS` THIS LGE r ��Pr�, L�mJ71Nr,�13 � >•t}k5 _. �` � . - f END RUS PROJECT 3 s ;tide A ff_& Xit PIECES Cy nlJS �r 3EE7 W PtPE .`tCA-,EiA wr Sdi5L5Ffliy CF tswrk „ 01W REF-. OR C;'791eNY-STP.'di132<.pt SM asi411 BE U$EM {E'%c;JC(lJ)- 6' 041.3a �pp ' N 725965]33 f •� v E W38E935 RfY tF-- 31.0B.25 im MITPACM9 To IzRl Y CMUMIUME Yli-, MEG- 1 m AND WWMT aFVATIDN aL13t ,i 001V: SEE MIERP.L INFOiit A -MI N SHEETS FOR FIELD LYSFP,P.iRE1C3t 9iFSTMLICT NS [T7 rl as ®F ILA1i]E1 r iixn.sca RCEa"5+71Z P,Fe- o� sa ate a1� �c LUSEEOCK. P G't567 m CIA v N r/ t I ® . t v BLACK & VEATCH building a World of difference - 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-1.6 March 13, 2009 Subject: Modifications to door hardware at IMLS and BNR electrical buildings It has come to our attention that the door hardware at the Intermediate Lift Station and BNR electrical buildings are not in compliance with the NEC. In order to be compliant, panic hardware will need to be supplied and installed on the building interior. Please see the attached information on the recommended hardware to be installed on the doors. The panic bar will be supplied on two doors for each building. A panic bar is required on only one of the double doors and shall be installed on the door without the flush bolts. We request that Eagle review the information provided and provide a cost proposal for the work. Please feel free to call me at 214/570-7076 should you have any questions. Very truly yours, Laura A. Stratton, P.E. Engineering Manager LAS cc: Mr. Soo Koon Soon, City of Lubbock, pdf copy Mr. John Kelley, Parkhill, Smith & Cooper, pdf copy Mr. Gary Smith, Black & Veatch, pdf copy Mr. Rich Houghton, Black & Veatch, pdf copy Blade & Veatch Corporation - 9441 LBJ Freeway • Suite 114 - Dallas, TX 75243 USA • Telephone: 214.570.7000 Black & Veatch Corporation - Registration No. F-25B %,.oroin Russwi n ED5000 Series Pushpad Exit Devices ED5600K, ED5657K ED5600L,ED5657L ED5600T,ED5657T Mortise Panic -Listed Exit Devices ED5600AK, ED5657AK ED5600AL, ED5657AL, ED5600AT,ED5657AT Mortise Fire -Listed Exit Devices 2-1 de_-- Mortise Features Mortise Exit Trim Type Functions Panic Fire Knob Passage ED5600K E05600AK Classroom Nightlatch ED5657K E05657AK Dummy Lever or Rat Plate Passage ED5600L ED5600AL Classroom Nightlatch E05657L ED5657AL Dummy Thumbpiece Passage ED5600T ED560DAT Classroom Nightlatch ED5657T ED5657AT Dummy Architecturally finished brass, bronze or stainless steel Wrought brass or �r 1 '- "- CIUJCU Ull CLU MUC3 Single point 1/4 turn hex key dogging (ED5600 Series Panic Devices) ED5000.25 ED5000 Series Pushpad Exit Devices Features: • Beveled edges 1y Heavy -Duty Mortise Trims & Functions • Rigid lever when locked • Flush cylinder • Through -bolted to exit device Passage ANSI Dummy ANSI Classroom ANSI Nightiateh ANSI • 5-year limited warranty Trim Design No. 14 ND. 02 ND. 08 No. 03 Armstrong A9M Lever: Cast Escutcheon: Forged A910110 A9M50 A9M55 A9M57 . z Cylinder: 1-1/2" Mortise Citation C9M �j Lever: Cast ` Escutcheon: Forged �i7 Cylinder: 1-1/2"' Mortise ' ` C9M10 C91Y1150 C9M55 C914157 Dirke D9M Lever: Cast Escutcheon: Forged o-,M D9M10 D9M50 D9M55 09M57 Cylinder: 1-1/2" Mortise a,na' Essex J E9M O ' Lever. Cast 161NY Escutcheon: Forged E9M10 E91Y150 E9M55 E9M57 Cylinder: 1-1/2" Mortise Lustra L9M r ' y Lever: Cast Escutcheon: Forged a,N L9M10 L9M50 L9M55 L9M57 Cylinder: 1-1/2" Mortise 51� Newport N9M Jj Lever: Cast Escutcheon: Forged o-°�' Cylinder: 1-1/2" Mortise iY9M10 N9M50 N9M55 N9M57 Regis R9M Lever: Cast Escutcheon: Forged R914110 R910150 R91N55 R910157 Cylinder: 1-1/2" Mortise M ED.51M.2R March 18, 2009 Black & Veatch Corp. 9441 LB3 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.: Proposed Contract Modification (PCM-13) -- Add Panic Bar Hardware to Four Doors in the IMLS and BNR Electrical Buildings Dear Laura: Per your request, attached is a cost proposal for adding Panic Bar Hardware to Four doors in the two new Electrical Buildings. Eagle Contracting, L.P. requests the total Lump Sum Amount of Six Thousand Four Hundred Two Dollars and Twenty One Cents ($6,402.21). No Contract Time extension is requested. Sincerely, C'bae'.'_ Dave Mulienix Eagle Contracting L.P. cc: File (Proposals) & Field P.O. Box 1600 0 Keller, Texas 76244 0 Metro (817) 379-1897 - Metro (817) 379-0610 Fax Eagle Contracting, L.P. SEWRP - Lubbock Date: March 18, 2009 Job No. 171 Proposal: PCM-13 Work Description: Add panic bar door hardware to both Electrical Buildings Ref. Letter from Black and Veatch dated March 13, 2009 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY nHANTITY HNITR .91 JR(.0NTRACT $ S Add panic bar hardware to two doors each in IMLS and BNR Electrical Buildings 0.00 0.00 New door hardware from Western 4 SETS 1,056.32 4,225.28 0.00 Building Specialties (See attached quote) 0.00 0.00 0.00 0.00 Remove two exixting sets of hardware 18 MHS 0.00 16.70 300.60 from IMLS Electrical Building Doors 0.00 0.00 0.00 0.001 Install new panic bar hardware on two 18 MHS 0.00 16.70 300.60 sets of IMLS Electrical Building Doors 0.00 0.00 0.00 0,00 Install new panic bar hardware on two 10 MHS 0.00 16.70 167.00 sets of BNR Electrical Building Doors 0.00 0.00 (Extra labor required to instal! Panic 0.00 0.00 hardware in lieu of standard hardware) 1 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 Small Tools - 5% of Labor 1 Is 768.20 38.41 0.00 0.00 0.00 0.00 4,263.69 TOTAL LABOR 768.20 D.DD TOTAL LABOR W10 BURDEN 768.20 LABOR BURDENIBNFTS - 52% 399A6 1,167.66 TOTAL LABOR TOTAL MATERIALS 4,263.69 TOTAL SUBCONTRACTS 0.00 SUBTOTAL 5,431.35 INSURANCE @ 2-112% 135.78 5,667.14 SUBTOTAL OH & P @ 15% 835.07 6,402.21 SUBTOTAL 0.00 TOTAL 6,402.21 CONTRACT TIME EXTENSION REQUEST = 0 DAYS SEWRP - Lubbock WESTERN BUILDING SPECIALTIES, INC. ' 410 34th STREET P.O. BOX2128 LUBBOCK, TEXAS 79408 PHONE (806) 744-4501 • FAX (806) 744-8763 QU OT.A..T = OI'%T Ship to: T0: CASH SALES City of Lubbock SE Water Reclamation Plant Attn: Dave Mullenix Quotation Mo. Quotation Date Perms Ship Via 09-715.9 03/11/09 CASH PICK—UP Salesperson Custoner Job Mo. KC Quantity Description U9M Price Amount 4 36" PANIC DEVICE, ED5600L X N9M, 1,056.32 4,225.28 US32D **.ADVISE ON HANDING" "*REUSE EXISTING CYLINDER' 'MATERIAL ONLY .PRICE"* Replacement Hardware Sub Total 4,225.2E TAX EXEMPT — SALES & USE @.0000 .00 Total Amount 4,225.28 The above prices are quoted subject to acceptance wtthin 36 days and credit approval by an officer of Our company. State and local taxes are not included unless specifically noted. Material will be billed pIN orti. ately as s pp e shipments made by common carrier consigned to the customer, all claims for damages In transit ufin ed by co ne . lie. do not include cost of unloading, storage or protection of material at jobsite. By: BLACK & VEATCH bulding.e worl d of ditference- ENERGY WATER INFORMATION GOVERNMENT City.of Lubbock, Texas 'Southeast -Water Reclamation Plant Contract'No. 6 Mr. Glean Grant Eagle Contracting, L.P. P.O..Box 1600 Keller, TX 762-44 Subject: .Dear Mr. Grant: B&V Project 140092.610.0 B&:V File G-1.6 March 13, 2009 Modifications to door hardware at IMLS and BNH electrical buildings It:has.come to our.attention thatthe door hardware.atthe Intermediate. Liff:Stationznd.BNR-electrical buildings are not in cornplianae with the:NEC. In.order tobe;com_pliant, pariic hardware will -need to be �supphed.and installed on:the building interior. Please zee=fhe at taehed'information.on the recommended hardware!to.be-installed on the.doors. The panic. bar. will. be supplied on two doors -.for -.each -building. A panic.bar;is required on only one of the.double.doors and shall be installed onthe:door without the flush :bolts. We-requestthat Eagle review the information- provided and provide a cost proposal for the work. Please feel ffeeto call me at 214/570 7076 should you have any questions. Very truly yours, BLACK& VEATCH Laura A. Stratton, P.E: Engineering Manager LAS cc: Mr. Soo Koon Soon, City of Lubbock, pdf copy Mr. John Kelley, Parkhill, Smith & Cooper, pdf copy Mr. Gary Smith, Black & Veatch, pdi copy Mr. Rich Houghton, Black & Veatch, pdf copy buck-& Veatch Corporallon .9441 L6J Freeway - Suite 114 - Dallas, TX 75243 USA Telephone: 214.570.7000 Slack & Vealch Corporation - Registration No. F-25B mRusimI/ I I") ED5000 Series Pushpad Exit Devices ED5600K,ED5657K ED5600L, E05657L E05600T,ED5657T Mortise Panic -Listed Exit Devices ED5600AK,ED5657AK E05600AL,ED5657AL, ED5600AT,E05657AT Mortise Fire -Listed Exit Devices 2-F de___�_- .b Mortise Features Mortise Exit Trim Type I Functions panic Fire Knob Passage ED5600K ED560OAK Classroom Nightlatch ED5657K ED5657AK Dummy Lever or Flat Plate Passage ED5600L ED5800AL Classroom Nightlatch E05657L ED5857AL Dummy Th urnbplece Passage ED5600T ED560DAT Classroom Nightlatch ED5657T ED5657AT Dummy Architectura.Uy finished brass, Wrought brass or bronze or stainless steel h,,,,, ­er l UISUu Lill AU WuGJ Single point 1/4 turn hex key dogging (ED5600 Series Panic Devices) ED5000.25 Ru sONISM ED5000 Series Pushpad Exit Devices Heavy -Duty Mortise Trims & Functions Features; • Beveled edges • Wgid lever when locked • Flush cylinder Passage Dummy Classroom Nightlatch • Through -bolted to exitdevice • 5-year limited warranty Trim Design ANSI No. 14 ANSI No. 02 ANSI No. 08 ANSI Na. 03 Armstrong- ASIM �y T Lever: Cast Escutcheon: Forged , A91V11D A91V15D A9M55 A9M57 °_� Cylinder:1-1/2" Mortise ' vu•t `J Citation C9M Lever: Cast Escutcheon: Forged bu, C9M10 C9M5D =55 09M57 Cylinder: 1-1/2" Mortise ? I ;' Jr v,e•" Dtrke Dam Lever: Cast Escutcheon: Forged o a 61rP D9M10 D9lM5D D9M55 09M57 Cylinder:1-112" Mortise Essex EOM 101, Lever: Cast Escutcheon: Forged E9M50 E9M55 E9M57 Cylinder: 1-1/2" Mortise SdNe', Lustre UNI y Lever: Cast Q Escutcheon: Forged o-„ • L9M10 L9M50 L9M55 LQM57 Cylinder: 1-1/2" Mortise sv,e• Newport J N9M Lever: Cast Escutcheon: Forged Cylinder: 1-1/2" Mortise ' 10.04' N9M10 NBM50 NgIV155 N9M57 Regis 1 R9M Lever: Cast Escutcheon: Forged Cylinder. 1-112" Mortise s,rr• a.y<• R9M10 R9M50 139M55 fi9M57 :,,sad swe EDVOO 2R March 26, 2009 Black & Veatch Corp. 9441 LBJ Freeway —Suite 114 Dallas, Texas 75243 Attn: Ms. Laura Stratton RE: Southeast Water Reclamation Plant Improvements Contract ITB 4 07-730-BM — Project # 92126 The City of Lubbock, Texas Black & Veatch Corporation Subj.: Proposed Contract Modification (PCM-14) —Additional cost incurred to provide covering over the Flange Bracing on the Two Metal building Filter covers. Dear Laura: During the review process on Shop Drawing Submittal 13122-150 it was brought to Eagle Contracfmg's attention that the Flange Bracing for the main roof beams shown in this submittal was unacceptable to the Engineer. After several telephone conversations and several face-to-face meetings with all parties involved a solution to correct this issue was proposed and submitted for review. It was approved in the return of this shop drawing today. As we discussed in several of these meetings, Eagle Contracting does not agree that unbraced flanges was a requirement of Specification section 13122 as it is not mentioned anywhere in this section or in the design criteria for the Metal Buildings in this Section. Eagle therefore did not feel that unbraced flanges was a requirement of this project when we took quotes at bid time, wrote our subcontract to Craig Wallace Construction and submitted this metal building submittal. During our numerous meetings, it was brought to Eagle's attention by PSC that the one cross section detail in the drawings for these buildings does not show flange bracing and that fact alone should have made us aware that unbraced flanges were required. Although Flange braces were not shown on this section view neither were any of the other cross braces, clips and tie rods that metal buildings need. This section detail was easily overlooked when we bid this project. P.O. Box 1600 0 Keller, Texas 76244 0 Metro (817) 379-1897 0 Metro (817) 379-0610 Fax In order to work this issue out, Eagle Contracting is willing to compromise on the repair cost for this problem. Attached is a quote from Craig Wallace Construction of $11,872.52 to install additional metal framing and liner panels to cover up the flange braces shown in the submittal. Per our telephone conversation today Eagle Contracting is proposing to split this cost with the owner 50150. 1 think that splitting this cost (with no mark up by Eagle) is a fair and reasonable offer as no one party is entirely without fault in this issue. Eagle Contracting, L.P. therefore requests the total Lump Sum Amount of Five Thousand Nine Hundred Thirty Six Dollars and Twenty -Six Cents ($5,936.26) to box in and cover up the flange braces on the two metal building filter covers. No Contract Time extension is requested. Sincerely, &a" - Dave Mullenix Eagle Contracting L.P. Cc: File (Proposals) & Field April 16, 2009 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.: Proposed Contract Modification (CMR-12) —Locate and Repair leak in the existing 12" PW Line to the Southeast of Existing Primary Clarifier #1. Dear Laura, As instructed by the: Owner & Engineer, Eagle Contracting has located a leak in the existing 12" PW Line to the Southeast of existing Primary Clarifier #1. An existing 6" Gate Valve for an existing Fire Hydrant had deteriorated to the point of leaking badly. The Total Lump Sum Amount of this extra work is Three Thousand Six Hundred and Eighty Five Dollars and Seven Cents ($3,685.07). Please refer to the attached workshect. Wst gards, Grant Project Manager cc: File (Proposals) & Field P.O. Sox 1600 0 Keller, Texas 76244 a Metro (817) 379-1897 6 Metro (817) 379-0610 Fax Eagle Contracting, L.P. SEWRP - Lubbock Job No. 171 Work Description: Fixed leak in existing 12" PW line Southeast of Primary Clarifier 41 Ref: Time & Material Work Requested by the Owners Representative-B&V Date: April 16, 2009 Proposal: CMR-12 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY 011ANTITY IINITR RI IRrIONTRAr.T 5; S Repair leaking 12" PW line Southeast of the Existing Primary 26 mhs 0.00 16.70 434.20 Clarriifigr #1 - 6" gate valve failed Labor to locate leak and Fix Line with a new gate valve & solid sleeve 0.00 0.00 Purchase Valve, sol.sly. & misc, 1 ea 1,015.30 1,015.30 0.00 Purchase Gravel Encasement 18 tns 15.50 279.00 0.00 25 feet of Polywrap Pipe Encasement 1 Is 8.00 8.00 0.00 0.00 0.00 Saw Cut Concrete Curb & Asphalt 4 mhs 0.00 16.70 66.80 Remove Curb & Asphalt 8 mhs 0.00 16.70 133.60 Haul off concrete rubble & asphalt 6 tys a 7.50 45,00 0.00 0.00 0.00 Install new Concrete Curb 12 mhs O.00 16.70 200.40 Purchase Concrete & Rebar 1 cy 175.00 175.00 0.00 New Asphalt Patch 2 sy 75.00 150.00 0.00 0.00 0.00 Walk -Behind Compactor 0.05 mo 1,000.00 50.00 0.00 Rubber Tired Backhoe/Loader 0.05 mo 1,200.00 60.00 0.00 Fuel, Oil & Grease - 30% Equip.Rent 1 Is 110.00 33.00 0.00 Small Tools - 5% of Labor 1 Is 835.00 41,75 0.00 0.00 0.00 0.00 1,857,05 TOTAL LABOR 835.00 0.00 TOTAL LABOR W/O BURDEN 835.00 LABOR BURDEN/BNFTS - 52% 434.20 1,269.20 TOTAL LABOR TOTAL MATERIALS 1,857.05 TOTAL SUBCONTRACTS 0.00 0.00 SUBTOTAL 3,126.25 INSURANCE @ 2-1/2% 78.16 3,204.41 SUBTOTAL OH & P @ 15% 480.66 3,685.07 SUBTOTAL 0.00 TOTAL 3,685.07 SEWRP - Lubbock DATE: 4/2/09 TIME AND MATERIAL SHEET T & M SHEET No 2 DESCRIPTION DATE LABOR NAME TIME EQUIPMENT TIME MATERIAL Shut down line and drain_ 4/2/2009 Superintendent Ron Bray 2 hrs Valve & fittings - see list 5.15 am to 7.30am Asst Super Mike Godwin 2 hrs 25 ft poly wrap Operator Jim Meeks 2 hrs 9 yds pea gravel Operator Tony Perez 2 hrs Backhoe(provide light) 7.30 am to 12.00 pm 4/2/2009 Remove asphalt and curb Pipe forman Arturo Delira 4.5 hrs i1a Excavate line and remover faulty valve. Pipe fitter Antonio Reyes 4.5 hrs Install new valve and solid sleeve. Laborer Jose Izziguire 4.5 hrs Walk behind compactor 1.5 hrs t Install new restraint rods and wrap with Operator Oscar Juarez 4.5 hrs Backhoe 4.5 hrs The above items not Poly wrap. Place gravel bedding complete Backfill 4/2/2009 Ron was called at 4.45am and told of a leak on the 12" PW line. Ron called Mike Godwin and he had 2 helpers(operators) meet us at site. On arraiving at site at 5.15am we shut the line down and opened a fire hydrant to drain. At 7.30am the piping forman and 2 others excavated the line and found a 6" valve to be corroded and leaking badly.. A new valve and fittings were purchased and replaced Approved by: Submitted by: Resident Engineer Eagle Contracting T.& M 6" PW valve - Yahoo! Mail Page I of I _rAIRCOOf SMALL BUSINESS Email T & M 6" PW valve I Prom: "Ron Bray" <r.bray@eaglecontractinglp,com> To; "Glenn Grant"<g,grant@eaglecontractinglp.com> Time and Material.xls (27KB) Glenn, Attached is the T & M sheet for last week. We replaced a 6" valve on the PW. I can't get it authorized as Rich will not be back until the 20Th. I have included Mike and myself but I can zero that out if you like. The curb and asphalt replacement will be co-ordinated with the main site work at a later date. The material invoice is heading your way on a PO with the UPS package. Regards Ron http:l/us. mc3 73 .mail.yaho o.comlmclshowMessage?pSize=25 &sMid=O&fid=inbox&sort=date &order=down... 4/9/2009 F a 1 Tndus ies www.otool.com e-mail: info@otool.com Phone: 806-762-1822 / Fax: 806-762-1452 P.O, Box 1917 Lubbock Texas 79408 Bill To: Eagle Contracting, Lp 607 S.Pearson Keller TX 76248 RECT APR a 7 2009 Ship To: Invoice 50514 83799 Via: e-, a s , �;s a � � � , e o�rtler�' �,_o • Prcliase �,rpler.�NQ;� .,..�v�' `�i.;S, �_eo[� �I,r,7�sr�ctio s;Y.-�� 4/3/2009 1 5 4/2/2009 105465 171-31410 a 1 AD 1-00 EA SKU[54-MJGV-06] 6" M.J. GATE VALVE W12" NUT $604.80 $604.80 1.0D 1.00 EA SKU[49-MJSL06] 6" DI MJ Solid Sleeve Long $126.00 $126.00 4.00 4.00 EA SKU[49-110600] 6" Joint Restraint / MegaLug $52.45 $209.80 2.00 2.00 EA 518" X 10 ALL THREAD ROD $12.50 $25.00 24.00 24.00 EA SKU[78-5/8NUT] 5/8" NUT $0.65 $15.60 24.00 24.00 EA SKU[78-5/8WASHER] 5/8" WASHER $0.35 $8.40 2.00 2.00 EA SKU[32-829-010C] 1" Slip Coupling Sch80 CPVC $9,10 $18.20 6.00 6.00 EA 5/8" ROD COUPLING $1.25 $7.50 Job Phase Type Code Status Amt ®E p Ref Dis -- Vendor Payment/Terms: Net 10 EOM Due by 5/10/2009 Subtotal $1,015.30 8.250% Tax Freight Charges Received By: x ;TofalrwAmo.u1 3D4A." 1015.30 INVOICE` - MONDJ4Y--FRIDAY 8:00AM-5:00PM .SATURDAY 8:00AM-12:00PM J P t r 4 PLASTIC PIPE, INC. Distributors of Quality Products P.O. BOX 1917 LUBBOCK, TEXAS 7W8 18170 S ERSKINE & AVE. 0 (806) 762-1822 FAX (806) 762-1452 (800) 333-1197 INVOI DA �j (� LO 1 P.O. NUMBER `� J -J p } � [�, GIO D - FIGS .�• CR-,MEMO-'.. DATE SHIPPED SHIPPED VIA MAXIMUM INTEREST ALLOWED 9Y LAW ON PAST DUE ACCTS. Qushtlly ; . 'FEET r , 'S' PR.ED. 13:°.ORD ;. DE$CRIf'•71DN Y, is 13($IT.PR9CE :=, ` EXTEN81ON:.: `'=: rI iM c-�P �c. D�•g� p`j.�� 1 pd� n. BLS D6 r .D� I% Db S Z• q 5 Z o9. a b z / .50 �S 2 % C vc c �, err gZS v�t�L �f • f o i z o �i0 el vv 1ric 1-2S 50 COWENTS ► SUB=TOTAL-' D 1 S- STATE TAX ' ShlppingfHandling PURCHASER SALESMAN TOTAL 10, J All accounts due and payable at our office In Lubbock, Lubbock County, Texas. Loss or damage in transit at purchasers risk. Order subject to approval of our home office. Shipmenis subject to delays, due to strikes, accidents, transportation companies and other cand3lions beyond our control. Prices subject to change without notice. All warranties expressed or implied are subject to manufacturers policies and credits. THIS IS AN INVOICE FOR PAYMENT EAGLE CONTRACTING, L.P. IE .NQ ' 60 S. Pearson P.O. Box 1600 SHIPTO KELLER, TEMS 76244 (817) 379-1897 P.on FAX (817) 379-0610 TO: -100 /. Please send copies at yourinvolce. > CITY. ORDERED I CITY. RECEIVED Fa TAX 2. Order is to be entered In accordance 3. Notify us Immediately if you are unable with prices, delivery and specifications to ship as specified shown below. All— DESCRIPTION t PRICE AMOUNT �z6roa /z� r 0 /d !U J X AAJ C-ar, PHONE ORDER TAKEN BY PURC� ORDER ,�r--31410 9 ORDERED BY Show this Purchase Order Number on all correspondence, Invoices, AUTHORIZED BY shipping papers and packages. L?08 IE & AVE. a 762-1822 )6) 762-1452 i 333-1197 MAXIMUM INTEREST ALLOWED BY LAW ON PAST DUE ACCTS. 4IT.`PRIOE '] ',:':-EXTENSION-. COMMENTS SUB -TOTAL STATE TAX ShlpphWHandling PURCHASER SALESMAN TOTAL S All accounts due and payable at our office in Lubbock, Lubbock County. Texas. Loss or damage in transit at purchasees risk. Order subject tc approval of our home office. Shipments subject to delays, due to strikes, accidents, transportation companies and other conditions beyond our control Prices subject to change without notice. All warranties expressed or implied are subject to manufacturers policies and credits, i a "A—k— a. — BLACK & VEATCH building a world of difference - 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-1.6 April 14, 2009 Subject: Replacement of the stem for mud valve MV-103 It has come to our attention that when the screening channel for new screen FS-1203 was drained, the stem for mud valve MV-103 was discovered to be severely deteriorated and in need of replacement - Please see attached information on the original shop drawing. The new stem shall be wrench nut operated, non -rising, and shall match the length of the original stem. The stem and guides shall meet the requirements of Sections 15100 and 15180. We request that Eagle review the information provided and provide a cost proposal for the work. Please feel free to call me at 214/570-7076 should you have any questions. Sincerely, BLACK & VEATCH Laura A. Stratton, P.E. Engineering Manager LAS enclosures cc: Mr. Soo Koon Soon, City of Lubbock, pdf copy Mr. John Kelley, Parkhill, Smith & Cooper, pdf copy Mr. Gary Smith, Black & Veatch, pdf copy Mr. Rich Houghton, Black & Veatch, pdf copy Black & Veatch Corporation 9441 LBJ Freeway Suite 114 Dallas, TX 75243 USA - Telephone: 214.570.7000 Black & Veatch Corporation . Registration No. F-258 MUD VALVE SCHEDULE SPECIFICATION SECTION 15100, PARAGRAPH 16 MARK VALVE EXTENSION STEM FLOOR SLAB NO. SIZE STEM SIZE (1) GUIDES (2) BOX 3 DEPTH I. HEADWORKS MV101 8" 7'-2" 2 N/A N/A MV102 8" 7'-2" 2 N/A N/A MV103 811 7'-2" 1 1 12" 2. AERATION BASIN MV401 8" 101-5" 2 N/A N/A MV402 8" 101-5" 2 N/A N/A MV403 8" 9'-11" 1 1 8" MV404 8" 9'-11" 1 1 8" MV405 811 19'-11" 1 1 8" MV406 8'° 19'-11" 1 1 8" MV407 8" 19'-11" 1 1 8" MV408 8" 19'-oil 1 1 8" MV409 812 19'-11" 1 1 8" MV410 8" 19'-11" 1 1 8" MV411 811 19'-11" 1 1 8" MV412 8" 19'-0" 1 1 8" Q:':11 iLj:L�LHUJ�jPTEF ASSOC TEL H0;2-,14-=57-7724 1:1254 PO-1 MUD VALVES TYPICAL CROSS SECTION & PARTS LIST to CLOWN VALVE COMPANY : ig 4'1 14 Non -Rising Slem -Ti 2 10 2 V. 12 12 J, Ni13 7 Rising Stem Sliding Stern EET__� _QT Y UESCRIPTION MATERIAL C —..STL ZOCTO yuke . . Chsj lr,�o Cast Iror. G� -zrew Bronze. Yoke P:J:Q Cml iron 10 NLA jH,X) STL ZCCTO STL ZCCTD Gale p1me Cast con (>51 ]rQn (>ver :'.am Cover Cip ✓ PE r E 1 E - F 12 P fIli :Z.L .-,— Kcal MUD VALVES GENERAL DIMENSIONS CLOW VALVE COMPANY `i I Q F-3075,E-3080 Non -Rising Stom H G F �—.- =p4 —� E T } F-3085,F-3088 Rising Stem Dimensions — Inches �� Ve1ve °iiiC — htchef 4 6 7 12 is 18 18 24 24 A Dram?ier 4f body Mange 9 1 t 13',"r _16 16 19 21 23:4 25 2754 32 8 Outside di9rnHt®t of sf;+gr�1 a'� 7 9 1195 13?4 15`/, 17� 19}: 211: � 25;� C Trltval cif gale rdsin stem 1'h 2'� a',: ath aY _ 6?4 7 FSS+/ g� 10'K D O�'erell wldlh at yoke 10 12% 14;: 1 i 193', 23 25�: ;4 29'r 37 E TY>iCkness of body ilBngC 'A 'b 1 1Y, t+r', Iv 1'r 1'•4 F ThtcknBss of yoke flange Y6 Y. f 1'/, 1'h 7L5 V. 1Y4 c wroth of a r, s 6'h _7 7 H i He,ghl qt yoke 53i 6 8 B 9 11 ;ti fA t;sb 16;5 20 I I Dierneler ui boll cirLl2 T;; 9'�S 11i'+ 14!: 17 t8+5 21 % 22r, 25 29!4 J l.enr�lh GI spigot 12 12 12 12 12 12 52 12 12 12 K TravCE GI tale rt>rl-Ii57n slpml 1;S 2:7 al.ti a'A a+• 5 Sig $°n 10 r'E:EI",CC, Fr'Ut-t tii5. t_a. Li:': 1iir I'. P_ gJCL! l-I'j: l- 1 Ll: r:LHU1!-IH 1 LF H ,'_,Lh, 1 EL fJd_f: _1 i,' `', F U4 Size Range Working pressure 4" 24" 6 Ft, unsealing 12 Ft. seating Mud valves are recommended for use in lines of lour seating or unseating pressures only. Available in either non -rising, rising or sliding stem. Available End Connectlons & Size Rang© Flguro No, Flanged End, ton -Rising Stem 4" - 24" F-3075 Flanged End, Rising Stem 4" - 24" F-3085 Spigot End, Ruing Stem 4" - 24" F-3088 Spigot find, Non-Ksing Stem 4" • 24" F-3080 idox[: Flanged ends are facod and doled to AIM 125 pDund lnmpla',d oY(`6pt hores under yoke rrh6ra attached to flange are on+inhd. ACCESSORIES (ILLUSTRATED IN THE GATE VALVE SECTION) Handwheels "T" Handles 2" Square Operating Nut Stem Guides Fioorstands (NRS and n.S.) Floor Boxes 'Extension Stems 'Note: Consult Factory Rep, or Dist. For Material Other Than Cold Rolled Steel. 'Note: Call Factory For Special Applications. REi:E1��EC'FFVFt Q`.15.14' 10: 1" F'. I,IELl 01�: i= IL' E;Lr!,_.O-HTEP N'_�=:� i_ TEL - — Mud valves she!! be of the iron body, bronze mounted typo with (rising, non - rising, sliding) steins, (flanged, spigot) ends, (extension stern, 2" Square operating nut, handwheel) and open by turning (left, right). The frame, yoke and gate shall be sturdily proportioned for strength and rigidity ,and be of cast iron conforming to ASTM specifications A 126 Class D. The stem, stern nut and seats shalt he bronze, The stem shall be machined with accurately cut modified acme threads. The gate seat shall be rolled into a dovetailed groove under pressure to make one inseparable unit. The body (frame) seat ring shaft be threaded and screwed into place in the frame. Both gate and body seat ring laces shall be machined to a smooth finish.. Mud valves shall be manufactured by Clow or approved equal. May 5, 2009 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.: Proposed Contract Modification (PCM-18) —Replace. Mud Valve MV-103 in the Headworks. Dear Laura: As requested by You, Eagle proposes to remove and replace Mud Valve MV-103 for the Total Lump Sum Amount of Two Thousand Six Hundred and Seventy Four Dollars and Seventy Six Cents ($2,674.76). I know that you only asked for a new Stem and Stem Guide but we cannot remove the existing stem from the existing mud valve without tearing up the mud valve so I included and new mud valve. Si^Grant l Project manager cc: File (Proposals) & Field P.O. Box 1600 - Keller, Texas 76244 a Metro (817) 379-1897 a Metro (817) 379-O610 Fax Eagle Contracting, L.P. SEWRP - Lubbock Date: May 5, 2009 Job No. 171 Proposal: PCM-18 Work Description: Replace 8" mud Valve MV-103 Ref. Black & Veatch Letter dated 4-14-2009 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY IINITS C1Mr nNraAr'.T $ A Replace Mud Valve MV-103 1 Is 1,564.89 1,564.89 0.00 Purchase Mud Valve, Stem & Guide and hardwar and Gasket 0.00 0.00 Purchase anchors for Stem Guide 1 Is 75.00 75.00 0.00 0.00 0:00- Remove Old Mud Valve and Replace 24 mhs 0.00 16.70 400.80 (3men x 8hours) 0.00 0.00 A 0.00 0.00 Small Tools - 5% of Labor 1 is 400.80 20.04 0.00 0.00 0.00 0.00 1,659.93 TOTAL LABOR 400.80 0.00 TOTAL LABOR W10 BURDEN 400.80 LABOR BURDEN/BNFTS - 52% 208.42 TOTAL LABOR 609.22 TOTAL MATERIALS 1,659.93 TOTAL SUBCONTRACTS 0.00 SUBTOTAL 2,259.15 INSURANCE @ 2-112% 56.73 SUBTOTAL 2,325.87 OH&P@15% 348.88 SUBTOTAL 2,674.76 0.00 TOTAL 2,674.761 ~%kiTM A PT TIAAC CVTMUC21r%K1 M=^I IMOV -A 11A VQ SEWRP - Lubbock LACK a VEAT76H. Qfty--of-WWPok Toms, —Ox P A T400 File 0,1.6 AP-0 1A �0.69: &-sfem'.foe' -n -'--V -lab n3ofit qd, yajve-M 4 r It ha ,Pate t6'-,dUvattbh INVwhen.th aeldg'-Ohdnljdl f6r-A *.cfOAb--F-S--$24.D,9 �W"� &W :tile: j � :f. -.0" MV, erely . .. bf . .1. ... . . h .6 -P shop 'Yh5-nQwstem- shallbowr6n6h� nut operat" length Qhhe-orfigind] sfj@rh. 'The v'§tjo(rt. ghd ul ds---5httll ttige fl�e 'S 110. gem ljtsaf on 6- -and :ap Qp ,0 W.Ojt- MI Mad r "�Ibflhe Atibnprov p esaf -Pleasef.641- shoultypp: have ee 1cf.arty ques#ion;,� $Inuerel Yi SLACK &V9AUCH A ;7 E Eh :"M "Ah Oflager enclosures, ..GC? -Mr,,Rb-.K-ObM--Soant Qtv pdf c -'y y.0f.1pWock OP -Mr J."Ohn:K616y, Parkhill, Smith Cooper, df. copy ; -�5Veatch, pdf copy mf.Ardb Hoqghbon, 5laakA' I VeAdh., pdft'opy 641 LW, -rresway, SUifelf4. Dalldti11,7SZ43%USA-Tolephti6a:-214,570.'700D BlaqK&-.Veatli Carpokodn -Re'91stradoh Na: F-268 I+ iTJ VALyF' 4GI E S`R' 17,C7, TTC}l' - SEF.CTI0Y 1-5,1QQ. PARAGRAPH 1,6 MARIF. VALya EXT;Frl�SZOiIi ST'°RIS FT��JOH ST,iA�B, Q.- STYEF}( I . OW GR 7 r._,,2.r'i_ Al NO. t�4.0 8n 5" 2 Nf X/A ART Sir. .9 i —I' ��,,t��PF xG�9 8�P. . i i I I j woo, -eca 1a; I.. "OLArtctlR7Ci?: TEL r�q 214✓3� 7724' �1 5d F'0 G101h1 VALVE G:QtvSRANY A .,� "",� ' �-' �.. ,r'•`yam, � — ' }31�I�ti:Stcrh• i L'�liF Y' ylA1 ._ . ' �'_,_-_ .:;. -.... - ... �: :'take- .�._...,.. _^Yuk 'Ptut� b7E'fl Hzz � ,T ODt�fia Errst�l't4+a• aid n �tQ•- —t -,� 77' 1 •3s in ®t J. it l� �. rr ... •Frr t ..,�--..eEY ti AsNtbri, .Ire! � � �•C�. � __ � Siam ooyr �_ yCFmrraV,er.CHp Gastrlrarr._ _ Beef 3ist �M REC£7VED FROP4 d�5.19•i;•9`s !a1 2 P. 2 . �� .., .. k � • ,.. �i. u�,-;,��vrr,° cr, n�����• � e� i su : �14i.3:a`f� rl�tl il'�Sa F'�1;� tn1�7nDfe _ 4. 7 1p i2 iti I t8 2b 34 :A I]Isrrreter oli,atfy'fiatraA' ?t' 13 f[i Yt 2f 29'4 B Ot��€ [ftndnFldp4;4f�i?;4..$ g 7: if : 1fi)i 13i SS%i: 77,riG 15j`r i 2i4« 2f: zrr"Y1?if" Ald Yl,1ft, s�erh .. 1 yi 2'h :. 4 �' E s! ' S*. 't Sh 1 T'Ir' rtiS 1�S . :6 f>�sff1e396fyntt rin$a 1�liith?aP°iaok'e 2YO . - PW 3 3°r4 11F• j'� 7 y M :K ig�il 41 y61 a 5r1 6 8 9 14 1.. i)h fbirOo 9h tf)t 14-v, 1.7 14% 2V 25 2011�f} JI 4Dr1�1'rrFel'e=_r7 a�S}I 12 fq 2 42 Z 1$ $ ..K rav5fofi ulo: nonrWu st m 136 2"1 4h 4 AV, .. BEVEVUEO FADII as. 19.1953 7d:15 FL.3 p 'a CT.01 £46T`6T'Sfl FIQMj A�fl'S Q3''J 'suAl]�all$d`d'.l�laad5aa� �iJ4�oL� lkg� .' �I _s�,lA� ,': 15.Rl[dE ploQ uEyle�jTg,l?laajT3W,1a1 ksEp.ao dads}�> ljclsTU :a1Q�lx •: � i SUJ�•i,� sEFij;�t� r . k�- 381P1ET3j�.r +t SlaaC[NpUL�j - {1Qf11J$31(1d�;'V:1'�fJl Q31�>IJSfI"f I�)ibJIT " j,Ttlpl�lA 3iS a64oll e2 . .. I$ag7�{(a�J9gM�0�j±aki6puh sejoyiid9�vo:0l�8du�gT purLod�S.LL_ISFfu'��TF�II�P:P�R.{�o�+s.) arc ipiia paBcle(,�,.310f�. - .. '•lpoaid$: fi fulsl)� °pu: to—j-$ Re T1L• +ua �s�fiuJpJls �o ujsli''6uJs-uou'{eyJla uE�)q-1JA1� ' lijup �atsss0:d fiat;W Sana ':Bu�leas'Mpl li scull ui, ssn o�`p uew, rq��, a�T; sent n A 9- y� AsEll t��� b��(i' �r�:�� :.,<�: �.c;,�t�� sr�h7:. 7�:1 'iti�;�%I N� l:Y�{�)[��1�N �t►'a" :�r.`•; �r .R�� :�F �t--kH4•I - ,. R IAE-p egl13 ID.Dt .OJ<WATER RSSr-IC TEL hlL1t$1'4l'�5?-?2�4 tlg5y' Pfd5 FX r.. a7 > ?1 v�-'�gC�JFo+ e'+J -� 4�.Cr!• al ho Mud valves-Sh II I]�-bi ltl irgi)--b dy, J;QrOrtze'rll -Ul%d° p - wi(b Irising. r ris�n,:slidin�),,st�m§, (fla�ge[�,pigs�t) ends, {e.le;ns,bn•sSern;'"square oAvraltng nApd.wfteej) ina dp8tr t5y turniii4 to traime, Yotce a�n1 gate mall besxarrl�t�'�roporclbnp. (.or's['rent,n�r ^ irlit 4ild .Ot Reas4 lydn QIj offfilixg. tq'J�i'1v1 spe'elfioaikb ,4 4 1A`r�Ja�3 rtr:�tw1_aried ,, Vii { ccu:i`a Qty trr :Ob fle'd,aam'e:fhwds: ,. t : ... T�.o;� s�f3, s�E: h�k' r t,ea'.i .[ a .Baae�' le` s ri�"� ,�r i�'sstaz • ,ro'' .. , e>Liose "a7i U•'1. t T; i`g.Lo 'dy- Or o"A f;�frt� t►d '' So-ih #e_ (d dy leaf c['rt f)3� sl3 fi a 14ft�cF 7 ►$cf 14M.ofsi , P! '�ti T+I rF] ya1y �he1i q�; ;irps! rnanEl ft Wre by I _ I i ' I I I I 1 I secs t�c� Frcnn REQUEST FOR INFORMATION PROJECT; SOUTHEAST WATER RECLAMATION PLANT IMPROVEMENTS OWNER: THE CITY OF LU88OCK. TEXAS _ CONTRACTOR: EAGLE CONTRACTING, LP ENGINEER: BLACK & VEATCH CORPORATION PROJECT NUMBER: 92128 171 REFERENCE DATA: Contractor RFI No. 077 Spec Section Page No. Para. Drawing No. CY2, MS1 & MS2 — Section 2 CONTRACTOR REQUESTS: ® Information ❑ interpretation ❑ Clarification Where do we terminate the 4" Ferric Sump Drain Piping? Refer to Section 2 on -Drawing MS2. CONTRACTOR'S PROPOSED SOLUTION: REQUESTED BY: DATE: 04/27/09 ENGINEER'S RESPONSE: El Information ❑ Interpretation For the items described above or in the attached material referenced: ❑ Clarification RESPONSE BY: Laura A. Stratton DATE: 05/05/2009 I We recommend running the drain line to the closest existing manhole. This appears to be existing manhole MH48. This manhole is on the 30-inch I I influent sewer. The top elevation of the existing manhole is at grade. The approximate invert elevation is 3140f. The pipe should slope a minimum of 2% and should be routed over the electrical duct bank. The piping should be encased. See attached figure for routing. S.tSandAEagk Contracting FilesUob Files117i - Lubbock WWTP%RFI'sSRF-077 -Where do we terminate the 4 Ferric Sump Dndn.doc YARD :��, r��, �•,c�; ��� 1 HYDR MW31SLUDGE":;_ 18 " SECONDARY M�+ 4o - „_ u .50" FROM SC NO.3 I � Cc�owr�s,jr b� D�ge�ler �� N 7268582.91 sE 962813.0642" SC 16 T NO.3 INF�ORA,r► I J;i DISC ra EJC15 r «vFa M I �� TO B, 2— � � FERRIC � � I � ,.� f; j.. CHLORIDE- �'s FACILITY a ... N 7268553.91— _�_ l E 962761.06 ._....M�----------------•--------I------��-�-----------:�,\\� May 5, 2009 Black & Veatch Corp. 9441 LBJ Freeway — Suite 114 Dallas, Texas 75243 Attn: Ms. Laura Stratton RE: Southeast Water Reclamation Plant Improvements Contract ITB 4 07-730-BM — Project # 92126 The City of Lubbock, Texas Black & Veatch Corporation Subj.: Proposed Contract Modification (PCM-19) — Concrete Encase 4" Ferric Drain Line Dear Laura: As requested by You, Eagle proposes to concrete encase the 4" Ferric Drain Line mentioned in RFI-077 from the Ferric Sump to the Existing Manhole all for the Total Lump Sum Amount of Five Hundred and Thirty Nine Dollars and Six Cents ($539.06). Sincerely, Grant Project manager cc: File (Proposals) & Field P.O. Box 1600 a Keller, Texas 76244 0 Metro (817) 379-1897 a Metro (817) 379-0610 Fax Eagle Contracting, L.P SEWRP - Lubbock Date: May 5, 2009 Job No. 171 Proposal: PCM-19 Work Description: Add Concrete encasement for 4" Ferric Drain Ref. RFI-077 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS suaraNTRACT $ $ Add Concrete Encasement for 4" 3 cys 100.00 300.00 0.00 Ferric Drain to existing Manhole Concrete Purchase 0.00 0.00 Install Concrete Encasement j 6 mhs 0.00 16.70 100.20 {amen x 2 ours — —000 0100 0.00 0.00 Small Tools - 5% of Labor 1 Is 100.20 5.01 0.00 0,00 0.00 0.00 305.01 TOTAL LABOR k 100.20 0.00 T07AL LABOR W!0 BURDEN 100.20 LABOR BURDENIBNFTS - 52% 52.10 TOTAL LABOR 152.30 TOTAL MATERIALS 305.01 TOTAL SUBCONTRACTS 0.00 SUBTOTAL 457.31 INSURANCE @_2-1I2% 11.43 SUBTOTAL ! I 468.75 OH&P@15% 70.31 SUBTOTAL I 539.06 0.00 TOTAL j 539.06 CON1 RACT TIME EXTENSIUN REQUEST = U DAYS SEWRP - Lubbock PROJECT: SOUTHEAST WATER RECLAMATION PLANT IMPROVEMENTS OWNER: THE CITY OF LUBBOCK TEXAS CONTRACTOR-- EAGLE CONTRACTING. LP ENGINEER: BLACK & VMTCH CORPORATION REFERENCE DATA: Contractor RF1 No. 077 Spec Section Page No. Para. Drawing No. CY2, MS1 & MS2 - Section 2 REQUEST FOR INFORMATION PROJECT NUMBER: 92126 171 CONTRACTOR REQUESTS: ® Information ❑ interpretation ❑ Clarification Where do we terminate the 4" Ferric Sump Drain Piping? Refer to Section 2 on -Drawing MS2. CONTRACTOR'S PROPOSED SOLUTION: REQUESTED BY: DATE: 04/27/09 ENGINEER'S RESPONSE: ;9 Information ❑ Interpretation ❑ Clarifcation For the items described above or in the attached material referenced: RESPONSE BY: Laura A. Stratton DATE: 05/05/2009 i we recommend running the drain line to the closest existing manhole. This appears to be existing manhole MH48. This manhole is on the 30-inch ; influent sewer. The top elevation of the existing manhole is at grade. The approximate invert elevation is 3140f. The pipe should slope a minimum of 20 and should be routed over the electrical duct bank. The piping should be, encased. See attached figure for routing. ; &%SandhEegle ContracUmg FIIesLlob Mao1171 - Lubbock WV%7P4RF1`s1RF1-077 -Where do we terminate the 4 Ferric Sirup Draln.doc Resolution No. 2009-RO206 C-j YARD HYDR 5y t>, c is SECONDARY SLUDGE cz� FBOM SC NOi 3 -7 -7 N 7,268582.91 — — — — — — — — — — — A- E 962813 06 42 1 f � %� ter' � � _ -- ` . �s,� — .._._ SC 16 D.Tsc 7b NO-.� N tcwkeew 4"WAIK E 211 Pw' CHLORIDE ACI - 1� LITY .9 E 96' 761. 06 - - - - - - - - - - - - - - - -