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HomeMy WebLinkAboutResolution - 2009-R0031 - Change Order To Contract - Eagle Contracting LP - SE Water Reclamation Plant - 01_22_2009Resolution No. 2009-R0031 January 22, 2009 Item No. 5.21 RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock is hereby authorized and directed to execute a Change Order #3 and any associated documents with Eagle Contracting, LP, of Keller, Texas, for changes to the contract Southeast Water Reclamation Plant improvements per contract ITB 07-730-BM. including the addition of a lift gate and fire hydrants and other necessary changes, which Change Order #3 and any associated documents are attached hereto as Exhibit A and made a part hereof for all intents and purposes. Passed by the City Council this 22nd day of January , 2009. TOM MARTIN, MAYOR ATTEST: Reb ea Garza, City Secreta - APPR,)YED .^.0 r'J CONTENT: IV ood ankl' , Chief Utilities Director APPROVED AO FORM: andiver,- City A D D resi E ag I eC o n-C O#33 B w ater008 Res January 5, 2009 CITY OF LUBBOCK CHANGE ORDER Change Order #: 3 Contractor: Eagle Contracting, L.P. Date: January 7, 2009 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 addition of a gate valve and fire hydrant in the potable water fine, modifications to the grading in between the Intermediate Lift Station and the Electrical Building, the addition of a fitting to the 36-inch washwater drain line, and the modification of the gearboxes to six existing slide gates at the Flow Distribution Box. The total cost of this change order is $56,622.26. 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 ifover S25.000 C. PERCENT OF CONTRACT VALUE THIS CHANGE ORDER (B/A):+)l* D. AMOUNT OF PREVIOUS CHANGE ORDERS: $ 146,630.09 E. TOTAL AMOUNT OF ALL CHANGE ORDERS (B+D): $ 203,252.35 F. PERCENT OF CONTRACT OF ALL CHANGE ORDERS (E/A): 25%Marlmvm 0.4676/o G. NEW CONTRACT AMOUNT (A+E): $ 43,723,252.35 It is mutually agreed that the above dollar amount and the time extension, as applicable, as set forth in this Change Order constitutes MI 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. f-I List /1,,Cir ©Q a 1669 (1) TOR iil u „ G _ _ Date (2) PROJECT ARCMTECTIENGINE£R ne Appr ved as to Content: Approved as to Form: `— 1 (_ OWN S RES TATIVE D (4) ATT —Date ck� t -, � I- /y, 2 VAX, I (5) CAPITAL PROJECT5 MANAGER Date (6) PURCHASiN AND CONTRACT MANAGER kt'g/ Change Orders over S25,000 require a Contract Cover Sheet and the following- signatures: CITY OP LU R AT1!'L'--. ,1/22/09 1/22/09 (7) MAYOR Date (8) CITY S-RETARY Date Council Date: Jnnauar5r 22, 2009 Agenda Item #: 5. 21 Resolution #: 2009—R0031 PUR-045 (Rev 02106) BLACK & VEATCH building a Word a! difference- FYFRGY . WAFER . INFORMATiON . GOVERNMENT City of Lubbock, Texas Southeast Water Reclamation Plant Influent Lift Station Rehabilitation 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 June 5.2008 Subject: Field Order No. 1 — Water Line Valves/Hydrants The City has requested additional work on the existing potable water piping at the Southeast Water Reclamation Plant. The additions include new valving for line isolation, an additional fire hydrant, and new piping to provide a loop system of the Plant 3 water line. Please see the attachment for the location of these items. The new items shall meet the following Contract Document requirements. Gate valves — Section 15104 Fire hydrants — Section 15100 Ductile Iron Pipe — Section 15061 The Contractor is being requested to provide a cost proposal to complete the work. If you have any questions or concerns, please feel free to call me or Laura Stratton at 214/570-7076, Sincerely, BLACK & VEATCH Laura A. Stratton, P.E. Engineering Manager LAS Attachments cc: Rich Houghton, B&V, pdf copy Soo Koon Soon, COL File Black & Veatch Corporation 9441 LBJ Freeway, Suite 114 Dallas, TX 75243 USA Telephone: 214 570,7000 1. r Z - - �!Jlj Pr FrAr� W '12 Hill II -7-771. wow =42IM-1. M, �=A,=-".. I'V 4P W., It f. �e- Lcql - J2v -------------- 71 eat Uj -XSr New 14 Nol i 1 mv rm. 40092 wror V W.*T C,3 CY2 AW7 MW 7-717i-F W- -- ---- i I I - J4'aeRrt 11 III �4x,► I I I ' :• t1 I -------------- wm 4vffl •-c 61' I M gYaW 1 rTel! LaC111 a 19101aif ,i i IR�IEla6�161M11 1 I I 91d i i ' � y i I ! wa4n xraglrr oiarlwvJirrml annnw ua—� �` 1 , 1 - o I I I I ea• awl w � 1y .Lorne .• YL4VF i i 1� nCnal !! W xb6 yyf II II M i. MI LOFIIYb NG 6iYA>ms Q fJIpI If-JLO( ,w L4naal, eea v[er m, lo, I, 4w w. !. eunenb cmnJ+araa aewl m v,arw awmr a antrrlwa wale W�A YN£ R q LlFf liW P WII iM �]IOI I awe iklM4Y a.welrJLn ay.a !1lIV arrnaL, CY3 nil e' ----- ----- J-4 ie MIM."t CY4 July 1, 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.: Proposed Contract Modification (PCM-01) per Field Order No.1 (Water Line Valves and Hydrants for the Plant's Potable Water System) Dear Laura, As requested by you, Eagle Contracting, L.P. proposes to modify the Plant's Potable Water System be the requirements of Field Order No.1 for the total Lump Sum Amount of One Hundred Seventy Four Thousand Two Hundred and Sixty Seven Dollars ($174,267.00). We also request a Contract Time Extension of 21 Working days to perform this work. With Kindest Regards, GI 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: July 01, 2008 Job No. 171 Proposal: PGM-01 Work Description: Valving & Fire Hydrant Additions to the Potable Water System Ref. Field Order No.1 of June 13, 2008 Plant 4 - Potable Water changes "Drawing Sheet 11 of 291" "Cut -In new 12" GV N.of UV Basin" Note: Ties into Contract Re -Route of 12" PW - 213's of Exc.Required Misc. Excavation (10x10x11) Hand Excavation Pipe Embedment Regular Backfill Existing Pipe Crossing Fine Grade Area after Completion Haul Excess Dirt to On -Site Stockpile Spread & Compact Stockpiled Dirt Cut into existing 12" DIP Install 12" Solid Sleeve w/Megalugs Re -Install existing DIP Install 12" Gate Valve w/Megalugs Remove & Dispose of cut-out DIP Install 12 mil Polywrap on Pipe & Valve Tracer Tape Install new Valve Extension Stem Install PVC Extension Stem Protector install 2-Piece Valve Box Concrete Ring @ Valve Box Mote: No Va. Numbering included Small Tools Rubber Tired Backhoe/Loader Jumping Jack Compactor Rubber Tired Loader Dozer "Add new 12" GV S.of UV 3asin" Note: Ties into Contract Re -Route of 12" PW - 2/3's of Exc.Required Misc. Excavation (1Ox10x11) Hand Excavation Pipe Embedment Regular Backfill Fine Grade Area after Completion Haul Excess Dirt to On -Site Stockpile Spread & Compact Stockpiled Dirt Cut into existing 12" DIP Install 12" Solid Sleeve w/Megalugs Re -Install existing DIP Install 12" Gate Valve w/Megalugs 23 5 11 22 1 134 8 6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 23 5 11 22 134 a 6 1 1 1 1 CY CY TN CY EA SF TY CY LS EA LS LS LS LS LS EA EA EA LS LS LS LS LS LS CY CY TN CY SF TY CY LS EA LS LS SEWRP - Lubbock MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR 7.50 314.27 1,752.17 5.00 138.40 48.88 112.03 21.70 133.25 45.00 100.00 220.00 34.00 620,00 450.00 7.50 314.27 1,752.17 0.00 0.00 0.00 OAO 0.00 0.00 60.00 0.00 0,00 314.27 0.00 1,752.17 5.00 135.40 48.88 112.03 21.70 133.25 45.00 0.00 100.00 220,00 34.00 620.00 450.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 60.00 0,00 0.00 314.27 0.00 1,752.17 9.00 50.00 7.00 11.00 350,00 0.20 6.00 6.00 40,00 85.00 45.00 85.00 15.00 30.00 5.00 30.00 30.00 55.00 50.00 9.00 50.00 7.00 11.00 0.20 6.00 6.00 40.00 85.00 45.00 85.00 , 207.00 250.00 77.00 242,00 350.00 26.80 48.Oo 36.00 40.00 85.00 45.00 85.00 15.00 30.00 5.00 30.00 30.00 55.00 50.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 207.00 250.00 77.00 242.00 26.80 48.00 36.00 40.00 85.00 45,00 85.00 Remove & Dispose of cut-out DIP 1 LS , 5.00 5.001 15.00 15.00 install 12 mil Polywrap on Pipe & Valve 1 LS 138.40 138.40 30.00 30.00 Tracer Tape 1 LS 48.88 48.88 5.00 5.00 Install new Valve Extension Stem 1 EA 112.03 112.03 30.00 30.00 install PVC Extension Stem Protector 1 EA 21.70 21.70 30.00 30.00 Install 2-Piece Valve Box 1 EA 133.25 133.25 56.00 55.00 Concrete Ring @ Valve Box 1 LS 45.00 45.00 50.00 50.00 Note: No Va. Numbering Included 0.00 0.00 Small Tools 1 LS 50.00 50.00 0.00 Rubber Tired Backhoe/Loader 1 LS 220.00 220.00 0.00 Jumping Jack Compactor 1 LS 17.00 17.001 0.00 Rubber Tired Loader 1 LS 620.00 620.00 0.00 Dozer 1 LS 450.00 450A0 0.00 0.00 0.00 'Add new 6" FH S.of Sec.Clar,#3" 0,00 0.00 Misc. Excavation (10x15x11) 55 CY 0.00 9.00 495.00 Hand Excavation 7 CY 0.00 50.00 350.00 Pipe Embedment 313 TN 0,00 7.00 252.00 Regular Backffli 44 CY 0.00 11.00 484.00 Fine Grade Area after Completion 300 SF 0.00 0.20 60.00 Haul Excess Dirt to On -Site Stockpile 27 TY 7.50 202.50 6.00 162.00 Spread & Compact Stockpiled Dirt 19 CY 0.00 6.00 108.00 Cut into existing 12" DIP 1 LS 0.00 40.00 40.00 install 12" Solid Sleeve w/Megalugs 1 EA 314.27 314.27 85.00 85.00 Install 12" MJ wfMgfg's x 6" FLG. Tee 1 EA 524.11 524.11 85.00 85.00 Concrete Thrust Block @ Tee 1 EA 30.00 30.00 25.00 25.00 Re -Install existing DIP 1 LS 0.00 45.00 45,00 Remove & Dispose of cut-out DIP 1 LS 5.00 5.00 15.00 15.00 Install B" F x F 45 Elbows 2 EA 127.51 255.02 45.00 90,00 Install 6" x 4'-1" F x F DIP Spool 1 EA 302.86 302.86 45.00 45,00 Install 6" F x MJ GV w/Megalug 1 EA 508.23 508.23 45.00 45.00 Install new Valve Extension Stem 1 EA 112.03 112.03 30.00 30.00 Install PVC Extension Stern Protector 1 EA 21.70 21.70 3D.00 30.00 Install 2-Piece Valve Box 1 EA 133.25 133.25 55.00 55.00 Concrete Ring @ Valve Box 1 LS 35.00 35,00 50.00 50.00 Note: No Va. Numbering Included 0.00 0.00 Install 6" x T-00" PE x PE DIP 1 EA 122.10 122.10 45.0D 45.00 install 64' SS Tie Rods 2 EA 45.24 90.48 15.00 30.00 Install 6" x V-00" Tall FH w/Megalug 1 EA 1,609.51 1,609.51 150.00 150.00 Concrete Pad under Fire Hydrant 1 LS 35.00 35,00 35.00 35.00 Install 12 mll Polywrap - Pipe, Vlv.& FH 1 LS 138.40 138,40 30.00 30.00 Tracer Tape 1 LS 48.88 48.88 5.00 5.00 Bac-T Testing 1 LS 150.00 150.00 35.00 35.00 Note: No Painting of FH Included 0.00 0.00 Note: No Bollards @ FH Included 0.00 0.00' Rubber Tired Backhoe/Loader 1 LS 330.00 330.00 0.00 Jumping Jack Compactor 1 LS 50.00 50,00 0.00 Rubber Tired Loader 1 LS 930.00 930.00 0,00 Dozer 1 LS 675.00 675.00 0,00 0.00 0.00 "Add new 12" GV E.of IMLS" 0.00 0.00 Note: Part of Contract Re -Route 0.00 0.00 of 12" PW - No Exc. Required 0.00 0.00 Cut Into New 12" DIP i LS 0,00 40.00 40.00 Install 12" Solid Sleeve w/Megalugs 1 EA 314.27 314.27 85.00 85.00 Install 12" Gate Valve w/Megalugs 1 LS 1,752.17 1,752.17 85.00 85.00 Install 12 mil Polywrap on Pipe & Valve 1 LS 138.40 138.40 30.00 30.00 Tracer Tape 1 LS 48.88 48.88 5.00 5.00 SEWRP - Lubbock Install new Valve Extension Stem 1 I EA 1 12.03 112.03 30.00 30.00 Install PVC Extension Stem Protector 1 f EA 21.70 21.70 30.00 30.00 Install 2-Piece Valve Box 1 III EA 133.25 133.25 55.00 55.00 Concrete Ring @ Valve Box 1 LS 35.00 35.00 50.00 50.00 Note: No Va. Numbering Included 0.00 0.00 Small Tools 1 LS 25.00 25.00 0,00 Rubber Tired BackhoelLeader 1 LS 110.00 110.00 0.00 0.00 0.00 "Replace 12" PW Valves in Street" 0.00 0.00 Barracades to Close Street 1 LS 100.00 100.00 75.00 75.00 Note: Plant Traffic has to Re -Route 0.00 0.00 Saw Cut 8" Asphalt Paving 110 LF 3.00 330.00 3.00 330.00 Cut out Asphalt 22 CY 0.00 15.00 330.00 Dispose of Asphalt Off -Site 44 TY 15.00 660.00 2.00 88.00 Misc. Excavation (30x25x11) 231 CY 0.00 9.00 2,079.00 ;-land Excavation 56 CY 0.00 50.00 2,800.00 Pipe Embedment 16 TN 0.00 7.00 112.00 Regular Backfill 260 CY 0.00 11,00 2.860.00 Electrical Duct Bank Crossings 2 EA 0.00 150.00 300.00 Existing Pipe Crossing 1 EA 0.00 150.00 , 150.00 61' Compacted Subgrade Under Pvmnt 19 CY 0.00 15,00 285.00 !Vote: No Lime Stabilize Included 0.00 0.00 Haul Excess Dirt to On -Site Stockpile 12 TY 7.50 90.00 6.00 72.00 Spread & Compact Stockpiled Dirt 8 CY 0.00 6.00 48,00 2 Courses of 3 113" thick Black Base 168 SY 35.25 5,922.00 7.25 1,218.00 2" Asphalt Topping 84 SY 31.75 2,667.00 7.25 609.00 Remove Barracades & Open Street 1 LS 0.00 20.00 20.00 Demolish Conc.Rings @ Valve Boxes 1 CY 15.00 0.00 15,00 50.00 50.00 6.00 6.00 Dispose of Concrete Off -Site 1 TY Remove Valve Extension Stem Covers 2 EA 0.00 10.00 20.00 Remove 2 Piece Valve Boxes 2 EA 0.00 10.00 20.00 Remove 12" Gate Valves 2 EA 0.00 50.00 100.00 Cut out DIP for new valves installation 2 EA 0.00 40.00 80.00 Dispose of Valves & DIP Off -Site 1 LS 5.00 5.00 15.00 15.00 Install 12" Solid Sleeve wlMegalugs 3 EA 314.27 942.81 85.00 255.00 Re -Install existing DIP 1 LS 0.00 45.00 46.00 Install 12" Gate Valve w/Megalugs 2 LS 1,752.17 3,504.34 85.00 170.00 Remove & Dispose of cut-out DIP 1 LS 5.00 5.00 15.00 15.00 Install 12 mil Polywrap - Pipe & Valves 1 LS 138.40 138.40 30,00 30.00 Tracer Tape 1 LS 48.88 48.88 5.00 5.00 Install new Valve Extension Stem 2 EA 112.03 224.06 30,00 60.00 Install PVC Extension Stem Protector 2 EA 21.70 43.40 30.00 60.00 Install 2-Piece Valve Box 2 EA 133.25 266.50 55.00 110.00 Concrete Ring @ Valve Box 2 LS 35.00 70.00 50.00 100.00 Bao-T Testing 1 LS 150.00 150.00 35.00 35.00 Note: No Va. Numbering Included 0.00 0.00 Small Tools 1 LS 400.00 400.00 0.00 Rubber Tired Backhoe/Loader 1 LS 1,100.00 1,100.00 0.00 Jumping Jack Compactor 1 LS 75.00 75,00 0.00 Rubber Tired Loader 1 LS 3,100.00 3,100.00 0.00 Dozer 1 LS 2,250.00 2,250.00 0.00 Small Smooth Drum Roller - Asphalt 1 LS 1,467.00 1,467.00 0.00 Street Sweeper 1 LS 800.00 800.00 0.00 0.00 0.00 "Drawing Sheet 12 of 291" 0.00 0.00 0.00 0,00 "Add new 12" GV N.of BNR#3 " � 0.00 J 0.00 f Note: Ties Into Contract Re -Route � I 0,00 I 0.00 SEWRP - Lubbock of 12" PW - 2/3's of Exc.Required Misc. Excavation (10x10x11) Hand Excavation Pipe Embedment Regular Backfill Fine Grade Area after Completion Haul Excess Dirt to On -Site Stockpile Spread & Compact Stockpiled Dirt Cut into existing 12" DIP Install 12" Solid Sleeve w/Megalugs Re -Install existing DIP Install 12" Gate Valve w/Megalugs Remove & Dispose of cut-out DIP Install 12 mil Polywrap on Pipe & Valve Tracer Tape Install new Valve Extension Stem Install PVC Extension Stem Protector Install 2-Piece Valve Box Concrete Ring @ Valve Box Note: No Va. Numbering Included Small Tools Rubber Tired Backhoe/Loader Jumping Jack Compactor Rubber Tired Loader Dozer "Add new 12" GV S.of BNR#3 " Note: Ties Into Contract Re -Route of 12" PW - 2J3's of Exe.Required Misc. Excavation (10x10x11) Hand Excavation Pipe Embedment Regular Backfill Fine Grade Area after Completion Haul Excess Dirt to On -Site Stockpile Spread & Compact Stockpiled Dirt Cut into existing 12" DIP Install 12" Solid Sleeve w/Megalugs Re -install existing DIP install 12" Gate Valve w/Megalugs Remove & Dispose of cut-out DIP Install 12 mil Polywrap on Pipe & Valve Tracer Tape Install new Valve Extension Stem Install PVC Extension Stem Protector Install 2-Piece Valve Box Concrete Ring @ Valve Box Note: No Va. Numbering Included Small Tools Rubber Tired Backhoe/Loader Jumping Jack Compactor Rubber Tired Loader Dozer "Add new 12" GVs S.of PC#2 " Misc. Excavation (IOx10x11) Hand Excavation Pipe Embedment 23 5 11 22 134 8 6 1 1 1 1 1 1 1 1 1 1 1 23 5 11 22 134 8 6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CY CY TN CY SF TY CY LS EA LS LS LS LS LS EA EA EA LS LS LS LS LS LS CY CY TN CY SF TY CY LS EA LS LS LS LS LS EA EA EA LS LS LS LS LS LS 681 CY 14 CY 32 TN SEWRP - Lubbock 7,50 314.27 1,752.17' 5.00 138.40 48.88 112.03 21.70 133.25 35.00 50.00 220.00 17.00 620.00 450.00 7.50 314.27 1,752.17 5.00 138.40 48.88 , 112.031 21,701 133.25 35.00 , 50.00 220.00 17.00 620.00 450.00 0.00 0.00 0.00 0.00 0.00 0.00 60.00 0.001, 0.00 314.27 0.00 1,752.17 Soo 138.40 48,88 112.03 21.70 133,25 35.00 0.00 50.00 220.00 17.00 620.00 450.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 60.00 0.00 0.00 314.27 0.00 1, 752.17 5.00 138.40 48.88 112.03 21.70 133.25 35.00 0.00 50.00 220.00 17.00 620.00 450.00 0.00 0.00 0.00 0.00 0.00 9.00 50.00 7.00 11,00 0.20 6,00 6.00 40.00 85.00 45.00 85.00 15.00 30.00 5.00 30.00 30.00 55.00 50,00 9.00 50.00 7.00 11.00 0.20 6.00 6.00 40.00 85.00 45.00 85.00 15.00 30.00 5,00 30,00 30,00 55.00 50.00 9.00 50.00 7,00 0.00 207.00 250,00 77.00 242.00 26.80 48.00 36.00 40.00 85.00 45.00 85.00 15.00 30.00 5.00 30.00 30.00 55.00 50.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 207.00 250.00 77.00 242.00 28.80 48,00 36.00 40,00 85.00 45.00 85.00 15.00 30.00 5.00 30.00 30.00 55.00 50.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 612.00 700.00 224.00 Regular Back -fill 68 CY 0,00 11,00 f 726.00 Fine Grade Area after Completion 400 SF 0.00 0.20 80.OD Haul Excess Dirt to On -Site Stockpile 24 TY 7.50 180.00 6,00 144.00 Spread & Compact Stockpiled Dirk 16 CY 0.00 6.00 96,00 Cut Into existing 12" DIP 2 LS 0.00 40.00 80.00 Install 12" Solid Sleeve wlMegaluge 2 EA 314.27 628.54 85.00 170.00 Re -Install existing DIP 2 LS 0.00 45.170 90.00 Install 12" Gate Valve wlMegalugs 2 LS 1,752.17 3,504.34 85.00 170.00 Remove & Dispose of cut-out DIP 2 LS 5.00 10.00 15.00 30.00 Install 12 mil Polywrap on Pipe & Valve 2 LS 138.40 276,80 30.00 60.00 . 5.00 Tracer Tape 1 LS 48AS 48.88 5,00 Install new Valve Extension Stem 2 EA 112.03 224.06 30.00 60.00 Install PVC Extension Stem Protector 2 EA 21.70 43.40 30.00 60.00 Install 2-Piece Valve Box 2 EA 133.26 266.50 55.00 110.00 Concrete Ring @ Valve Box 2 LS 35.00 70.00 50.00 100.00 Note: No Va. Numbering Included 0.00 0.00 Small Tools 1 LS 50.00 50.00 0.00 Sac-T Testing 1 LS 150.00 150-00 35.00 35.00 Rubber Tired Backhoe/Loader 1 LS 330.00 330.00 0.00 Jumping Jack Compactor 1 LS 50.00 60.00 0.00 Rubber Tired Loader 1 LS 930.00 930.00 0.00 Dozer 1 LS 960.00 960.00 0A0 0.00 0.00 "Add new 6" FH S.Kof Prim.Clar.#2" 0.00 0.00 Misc. Excavation (10x15x11) 55 CY 0,00 9,00 495.00 Hand Excavation 7 CY 0.00 50.00 350.00 Pipe Embedment 38 TN 0.00 7,00 252.00 Regular Backfill 44 CY 0.00 11.00 484.00 Fine Grade Area after Completion 300 SF 0,00 0.20 60,00 Haul Excess Dirt to On -Site Stockpile 27 TY 7.50 202.50 6,00 162.00 Spread & Compact Stockpiled Dirt 18 CY 0.00 6.00 108.00 Cut into existing 12" DIP 1 LS 0.00 40.00 40.00 Install 12" Solid Sleeve wlMegalugs 1 EA 314.27 314.27 85.00 85.00 Install 12" MJ w/Mglg's x 6" FLG. Tee 1 EA 524.11 524.11 85.00 85.00 Concrete Thrust Block @ Tee 1 EA 30.00 30.00 25.00 25.00 Re -Install existing DIP 1 LS 0.00 45.00 45.00 Remove & Dispose of cut-out DIP 1 LS 5.00 5.00 15.00 15.00 Install 6" F x F 45 Elbows 2 EA 127.51 255.02 45.00 90.00 Install 6" x 4'-1" F x F DIP Spool 1 LS 302.86 302.86 45.00 45,00' Install 8" F x MJ GV wtMegalug 1 LS 508.23 508.23 45.00 45.00 Install new Valve Extension Stem 1 EA 112.03 112.03 30.00 30.00 Install PVC Extension Stem Protector 1 EA 21.70 21.70 30.00 30.00 Install 2-Piece Valve Box 1 EA 133.25 133.25 55.00 55.00 Concrete Ring @ Valve Box 1 LS 35.00 35.00 50.00 50.00 Note: No Va. Numbering Included 0,00 0.00 Install 6" x T-00" PE x PE DIP 1 EA 122.10 122.10 45.00 45.00 30.00 Install 5'-8" SS Tle Rods 2 EA 45.24 90.48 15.00 Install 8" x V-00" Tall FH w/Megalug 1 EA 1,609.51 1,609.61 150.00 150.00 Concrete Pad under Fire Hydrant 1 LS 35.00 35,00 35.00 36.00, tftstall 12 mil Polywrap - Pipe, Vlv.& FH 1 LS 138.40 138.40 30,00 30.00 Tracer Tape 1 LS 48.88 48.88 5.00 5.00 Bac-T Testing 1 LS 150.00 150.00 35,00 35.00 Note: No Painting of FH Included 0.00 0.00 'Note: No Bollards @ FH Included 0,00 0.00 Small Tools 1 LS 50.00 50.00 0.00 Rubber Tired Backhoe/Loader 1 LS 330.00 330.00 0.00 Jumping Jack Compactor 1 LS 50.00 50.00 0.00 Rubber Tired Loader 1 LS 930.00 930.00 0.00 SEWRP - Lubbock Dozer 1 LS 960.00 960.00 0.00 Plant 3 - Potable Water Changes 0.00 0.00 "Drawing Sheet 13 of 291" 0.00 0.00 "Add new 6" GV's & 6" Pipe N.&E. of 0.00 Maintenenace Bldg." 0.00 Note: I assume both valves are 6" - 0.00 nothing on plans to verify size. 0.00 Barracades to Close Street 1 LS 100.00 100.00 Note: Plant Traffic has to Re -Route 0.'00 Saw Cut 6" Asphalt Paving -Two ea. 88 LF 3.00 264.00 Cut out Asphalt 12 CY 0.00 , I Dispose of Asphalt Off -Site 24 TY 15.00 360.00' Hand Excavate Behind Curb & Gutter 3.0 CY 0.00 Saw Cut Conc.Curb & Gutter 14 LF 3.00 42.00 Demolish Curb & Gutter 4 CY 0.00 Dispose of Concrete Off -Site 8 TY 15.00 120.00 Misc. Excavation 193 CY 0.00 Hand Excavation 29 CY 0.00 Pipe Embedment 68 TN 0.00 Regular Backfrll 188 CY 0.00 Remove/Re-Install Sprinkler System 1 LS 300.00 300.00 Electrical Duct Bank Crossings 2 EA 0.00 Existing Pipe Crossing 1 EA 0,00 6" Compacted Subgrade Under Pvmnt 12 CY 0.00 Note: No Lime Stabilize Included 0.00 Fine Grade Area after Completion 2000 SF 0.00 Re -Seed disturbed Area 2000 SF 0.05 100.00 Haul Excess Dirt to On -Site Stockpile 51 TY 7.50 382.50 Spread & Compact Stockpiled Dirt 34 CY 0.00 Cut into existing 12" DIP 3 LS 0.00 2 Courses of 3113" thick Black Base 90 SY 35.25 3,172.50 2" Asphalt Topping 45 SY 31.75 1,428.75 Forms for new Cone. Curb & Gutter 67 SF 2.50 167.50 Note: No Rebar for Curb & Gutter 0.00 because plans do not call for. 0.00 Epoxy -In Rebar Dowels to Existing C&G 24 EA 8.00 192.00 Pour back Cone. Curb & Gutter 4 CY 120.00 480.00 Remove C&G Forms & BW C&G 3 CY 0.00 Remove Barracades & Open Street 1 LS 0.00 Remove DIP & 90 into Main.Bldg. 1 LS 0.00 Install 6" Solid Sleeve w/Megalugs 4 EA 110.37 441.48 Re -Install existing DIP 2 LS 0.00 Install 6" Gate Valve w/Megalugs I 2 L$ 48946 978.92 Install 6" MJ Tee w/3 Megalugs 1 EA 193.38 193,35 Concrete T-Block @ Tee @ M.Sidg. 1 EA 30.00 30,00 Maintenance Building 0.00 Install 6" MJ Tee w/3 Megalugs 1 EA 193.38 193.38 East of the Maintenance Bldg, 0.00 Concrete T-Slock @ Tee 1 EA 30.00 30.00 Install 6" DIP 150 LF 15.72 2,358.00 Dispose of cut-out DIP 2 LS 5.00 10.00 Install 12 mil Polywrap - Pipe & Valves 1 LS 138.40 138.40 Tracer Tape 1 LS 48.88 48.88 Install new Valve Extension Stem 2 EA 112.03 224.06 Install PVC Extension Stem Protector 2 EA 21.70 43.40 SEWRP - Lubbock 75.00 3.00 15.00 3.00 50.00 3.00 150.DO 3.00 9.00 50.00 7.00 11.00 175.00 150.00 150.00 15.00 0,20 0.10 6.00 6.00 40.00 7.25 7.25 6.DO 5 00 75.00 40.00 20.00 50.00 45,00 45.00 45.00 45.00 25.00 45.00 25.00 3.50 15.00 125.00 25.00 30.00 30.001 0.00 0.DO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 75.00 0.00 264.00 180.00 72.00 150,00 42.00 600.00 24.00 1,737.00 1,450.00 476.00 2,068.00 175.00 300.00 150.00 180.00 0.00 400.00 200.00 306.00 204.00 120.00 652.50 326.25 402.00 0.00 0.00 120.00 300.00 120.00 20.00 50.00 180.00 90.00 90.00 45.00 25.00 0,00 45.00 0.00 25.00 525.00 30.00 125.00 25.00 e 0.00 60.00 Install 2-Piece Valve Box 2 EA 133.25 266,50 Concrete Ring @ Valve Box 2 LS 35.00 70.00 Bac-T Testing 1 LS 150.00 150,011 Note: No Va. Numbering Included 0.00 Small Tools 1 LS 400.00 400.00 Rubber Tired Backhoe/Loader 1 LS 1,100.00 1,100.00 Jumping Jack Compactor 1 LS f 75.00 75.00 Rubber Tired Loader 1 LS 3,100.00 3,100.00 Dozer 1 LS 2,250.00 2,250.00 Small Smooth Drum Roller- Asphalt 1 LS 1,467.00 1,467.00 Street Sweeper 1 LS 800.00 800.00 0.00 O.DO 85r 844.74 TOTALLABOR TOTAL LABOR W/O BURDEN LABOR BURDEN/HNFTS - 52% TOTAL LA13OR TOTAL MATERIALS TOTAL SUBCONTRACTS SUBTOTAL INSURANCE @ 2-1/2% SUBTOTAL OH&P@15% SUBTOTAL I CONTRACT TIME EXTENSION REQUEST = 20 WORKING DAYS SEWRP - Lubbock 55.00 110.00 50.00 100,00 35.00 35,00 0.00 0.00 0.00 0,00 1 0.00 0.00 0.00 0.00 0.00 40,786.95 0.00 40,786.95 121,209.21 61,996.16 85,844.74 0.00 0,00 147.840.90 22, 730.07 174,267.0074,267.00 0.00 Yahoo! Mail - g.grant@eaglecontractinglp.com Page 1 of 6 1-300t SMALL OUST Nu ESS Print - Close Window From: "Bruce Terrell - 1107 HOUSTONWW" <bruce.terrell@ferguson.com> Subject: Email Bid# 8111924 To: g.grant0eeaglecontracting1p.com Date: 30 Jun 2008 11:54:51 -0400 REVISED PRICES TO MATCH. Price Quotation # B111924 Ferguson Waterworks #1232 10077 West University Drive McKinney, TX 75071 Phone : 972434-2600 Fax : 972-434-2612 Bid No.......: B111924 Bid Date...: 06/24/08 Quoted By: DDR Customer.: PLANT QUOTING PROJECT QUOTATIONS EULESS, TX 76040 Cust PO#..: Cust Phone: Terms.........; NET 10TH PROX Ship To.......: PLANT QUOTING PROJECT QUOTATIONS EULESS, TX 76040 Job Name.: SE WATER RECLAMATION Item Description Quantity Net Price UM Total PLT 4 POTABLE WTR SHT 11 OF 291 MISSLA12 12X7-1/2 MJ C153 SHORT SLV L/A 1 87.430 EA 87.43 E2012PV 12 MEGALUG F/ C900/IPS PVC 2 98.520 £A 197.04 MJBGPI2 12 M]' BOLT & GSKT PKG L/ GLAND 2 14.900 EA 29.80 AFC2512M3ALA.O1— 12 MJ RW DI OL GATE VLV L/A 1 1525.330 EA 1525.33 WIDPER NUT E2012PV 12 MEGALUG F/ C900/lPS PVC 2 98.520 EA 197.04 MMGPI2 12 MI BOLT & GSKT PKG L/ GLAND 2 14,900 EA 29.80 APW3788 37X200 8 ML POLYWRAP P/ 14 - 18 I 138,400 RL 138.40 PNDTWU 6X1000 NON DET TAPE - WTR 1 48.880 EA 48.88 SVLB I00ON0000TN 10 VLV STEM EXT DI LCK NUT SET . 1 112,030 EA 112.03 E-71VB8 VLV BXBOOT 1 63.070 EA 63.07 E7IVBEUY 6X9 VLV BX EXT 1 46.810 EA 46.81 E7IVBLW VLV BX LID WTR 1 23.370 EA 23.37 SDR35PU14 6X14 SDR35 PVC GI SWR PIPE 10 2.170 FT 21.70 http://b5.mail.yahoo.com/ymleaglecontractinglp.com/ShowLetter`Ibox=Inbox&Msgld=5316_15999223__14... 6/30/2008 1 Yahoo! Mail - g.grant@eaglecontractinglp.com Page 2 of 6 "ADD NEW 12" GV S. OF UV BASIN MJSSLAI2 12X7-1/2 Ml C153 SHORT SLV L/A 1 97.430 EA 87.43 E2012PV 12 MEGALUG F/ C900IIPS PVC 2 98.520 EA 197.04 MJBGPI2 12 MJ BOLT & GSKT PKG L/ GLAND 2 14,900 EA 29,80 AFC2512FMLAOL 12 FLG X MJ RW OL GATE VLV L/A 1 1525.330 EA 1525.33 E2012PV 12 MEGALUG F/ C900/IPS PVC 2 98.520 EA 197.04 MJBGPI 2 12 MJ BOLT & GSKT PKG L/ GLAND 2 14900 EA 29.80 SVLB1000NO000IN 10 VLV STEM EXT DI LCK NUT SET 1 112.030 EA 112.03 E71VBB VLV BX BOOT I 63.070 EA 63.07 E71VBEUY 6X9 VLV BX EXT 1 46.810 EA 46.91 E7IVBLW VLV BX LID WTR 1 23.370 EA 23.37 SDR35PU14 6X14 SDR35 PVC GJ SWR PIPE 10 2.171 FT 21.71 "ADD NEW 6" FH SOUTH OF SEC. CLARIFIER 03 MJSSLAI2 12X7-1/2 MJ C153 SHORT SLV L/A 1 87.430 EA 87.43 E2012PV 12 MEGALUG F/C900APS PVC 2 98,520 EA 197.04 MJBGPI2 12 MJ BOLT &. GSKT PKG LI GLAND 2 14.900 EA 29.80 MJMA12U 12X6 MJXFLG C153 TEE L/A 1 297,270 EA 297.27 E2012PV 12 MEGALUG F/ C900/IPS PVC 2 98.520 EA 197.04 MJBGPI2 12 MJ BOLT & GSKT PKG L/ GLAND 2 14.900 EA 29.80 SP-DFF044401FFP 6°X4'1"FXF DI SPL 766 SP l 302.860 EA 302.86 AFC2506FMLAOL 6 FLG X MJ RW OL GATE VLV L/A 1 418,710 EA 418.71 El 106 6 MEGALUG F/ DI 2 26.110 EA 52.22 MJBGPU 6 MJ BOLT & GSKT PKG L/ GLAND 2 9.970 EA 19.94 VSE10 10 FT VLV STEM EXT 1 112.030 EA 112.03 E71VBB VLV BX BOOT 1 63,070 EA 63.07 E71VBEUY 6X9 VLV BX EXT 1 46.810 EA 46,8I E7IVBLW VLV BX LID WTR 1 23.370 EA 23.37 SDR35PU14 6XI4 SDR35 PVC CYJ SWR PIPE 10 2.172 FT 21.72 MJFTLAI2U 12X6 MJXFLG C153 TEE L/A 1 297.270 EA 297.27 E2012PV 12 MEGALUG F/ C900APS PVC 2 98.520 EA 197.04 MJBGPI2 12 MJ BOLT & GSKT PKG L/ GLAND 2 14.900 EA 29.80 POLYWRAPS16 *050616 POLYWRAP 37X200 FT 1 138.400 EA J38.40 12 M1L PNDTWU 6X1000 NON DET TAPE - WTR 1 48.880 EA 48.88 SVLB 100ON0000IN 10 VLV STEM EXT DI LCK NUT SET 1 112.030 EA 112.03 D060500EEC13 6 X 5'- 0 PEXPE DIP CL BT 1 122.100 EA 122.10 http://bS mail.yahoo.com/ymleaglecontractinglp.comIShowy,etter7box=Inbox&Msgld=5316_15999223_14... 6/30/2008 Yahoo! Mail - g.grsnt@eaglecontractinglp.com Page 3 of 6 SS4ATRFU 3/4X6 SS 304 ALL THRD ROD 12 7.540 FI' 90.48 SDR35PU14 6XI4 SDR35 PVC GJ S WR PIPE 10 2,171 FI' 21.71 MA423LAOLU 5-1/4 VO A423 HYD 60 BURY OL L/A 1 1575.290 EA 1575.29 F4U 6 DI 125# Cl 10 FLG 45 BEND 2 r 92.800 EA 185.60 E 1106 6 MEGALUG Fl DI 2 24.245 EA 48.49 MJBGPU 6 MJ BOLT & GSKT PKG L/ GLAND 2 9,970 EA 19.94 FBSETU 3/4X3-1/3 BOLT SET F/ 6 FLG 6 13.838 EA 83,03 FNWR150FFGAU 6 RR 1/9 FF 150# GSKT 6 3.516 EA 21.10 "ADD NEW 12" GV E. OF DALS" MJSSLAI2 12X7-1/2 MJ C153 SHORT SLV L/A 1 87.430 EA 87.43 E2012PV 12 MEGALUG Fl C90011PS PVC 2 98.520 EA 197.04 MJBGPI2 12 MJ BOLT & GSKT PKG L/ GLAND 2 14.900 EA 29.80 AFC2512MMLAOL 12 MJ RW DI OL GATE VLV WA l 1525.330 EA 1525,33 E2012PV 12 MEGALUG F/ C90011PS PVC 2 98.520 EA 197.04 MJBGPI2 12 MJ BOLT & GSKT PKG U GLAND 2 14.900 EA 29.80 SVLB 1000N0000IN 10 VLV STEM EXT DI LCK NUT SET 1 112.030 EA 112.03 E71VBB VLV BX BOOT 1 63.070 EA 63.07 E71VBEUY 6X9 VLV BX EXT 1 46.810 EA 46.81 E7IVBLW VLV BX LID WTR 1 23.370 EA 23.37 SDR35PU14 6X14 SDR35 PVC GI SWR PIPE I0 2.171 FT 21.71 "REPLACE 12" PW VALVES IN STREET". MJSSLAI2 12X7-1/2 MJ C153 SHORT SLV L/A 3 87.430 EA 262.29 E2012PV 12 MEGALUG F/ C900/LPS PVC 6 98.520 EA 591.12 MJBGPI2 12 MJ BOLT & GSKT PKG U GLAND 6 14.900 EA 89.40 AFC25121v%"OL 12 MJ RW DI OL GATE VLV L/A 2 1525.330 EA 3050.66 E2012PV 12 MEGALUG F/ C900/1PS PVC 4 98.520 EA 394.08 MJBGP12 12 MJ BOLT & GSKT PKG L/ GLAND 4 14.900 EA 59.60 "ADD NEW 12" GV N.OF BNR#3 MJSSLAI2 12X7-1/2 MJ C153 SHORT SLV UA 1 87,430 EA 87.43 E2012PV 12 MEGALUG F/ C900/1PS PVC 2 98.520 EA 197.04 MJBGPI2 12 MJ BOLT & GSKT PKG LI GLAND 2 14.900 EA 29.80 AFC2512MNILAOL 12 MJ RW DJ OL GATE VLV L/A 1 1525.330 FA 1525.33 E2012PV 12 MEGALUG F/ C900/IPS PVC 2 98.520 EA 197.04 MJBGPI2 12 MJ BOLT & GSKT PKG L/ GLAND 2 13.905 EA 27,81 SVLB1000N00001N 10 VLV STEM EXT DI LCK NUT SET 1 112.030 EA 112.03 E71VBB VLV BX BOOT 1 63.070 F.A 63,07 http://b5.mail.yahoo.com/ym/eaglecontractinglp.com(ShowLetter?box=Inbox&Msgld=5316_15999223_14.., 6/30/2008 Yahoo! Mail - g.gmnt@eaglecontractinglp.com Page 4 of 6 E71VBEUY 6X9 VLV BX EXT 1 46.810 EA 46.81 E71 VBLW VLV BX LID WTR 1 23.370 EA 23.37 SDR35PU14 6X14 SDR35 PVC GJ SWR PIPE 10 2.I71 FT 21.71 "ADD NEW I2" GV S. OF BNR#3" MJSSLAI2 12X7-1/2 MJ C153 SHORT SLV UA 1 87.430 EA 87.43 E2012PV 12 MEGALUG F/ C900APS PVC 2 98.520 EA 197.04 MJBGPI2 12 MJ BOLT & GSKT PKG U GLAND 2 14.900 EA 29.80 AFC2512MMLAOL 12 MJ RW DI OL GATE VLV L/A 1 1525.330 EA 1525.33 E2012PV 12 MEGALUG F1 C900flPS PVC 2 98.520 EA 197.04 MJBGPI2 12 MJ BOLT & GSKT PKG U GLAND 2 14.900 EA 29.80 SVLB I000N0000IN 10 VLV STEM EXT DI LCK NUT SET 1 112.030 EA 112.03 E71VBB VLV BX BOOT 1 63.070 EA 63.07 E71 VBEUY 6X9 VLV BX EXT 1 46.810 EA 46.81 E7IVBLW VLV 13X LID WTR 1 23.370 EA j 23.37 SDR35PU14 6X14 SDR35 PVC GI SWR PIPE 10 2.170 FT 21.70 "ADD NEW 12" GV'S S OF PC 2" MJSSLAI2 12X7-1/2 MJ CI53 SHORT SLV L/A 1 87.430 EA 87.43 E2012PV 12 MEGALUG F/ C900/I1>S PVC 2 98.520 EA 197.04 MJ)3GP12 12 MJ BOLT & GSKT PKG U GLAND 2 14.900 EA 29.80 AFC2512MMLAOL 12 M7 RW DI OL GATE VLV VA 1 1525.330 EA 1525.33 E2012PV 12 MEGALUG F/ C900/IPS PVC 2 98.520 EA 197.04 MJBGP12 12 MJ BOLT & GSKT PKG IJ GLAND 2 14.900 EA 29.80 SVLB 1000N000OIN 10 VLV STEM EXT DI LCK NUT SET 1 112.030 EA 112.03 E71VBB VLV BX BOOT 1 63.070 EA 63.07 E71 VBEUY 6X9 VLV BX EXT 1 46.8I0 EA 46.81 E7IVBLW VLV BX LID WTR 1 23.370 EA 23.37 "ADD NEW 12" GV's S oFPC #2" MJSSLAI2 I2X7-1/2 MJ C153 SHORT SLV L/A 1 87.430 EA 87.43 E2012PV 12 MEGALUG F/ C90011PS PVC 2 98.520 EA 197.04 MJBGPI2 12 MJ BOLT &. GSKT PKG L/ GLAND 2 14.900 EA 29.80 ACC2512MMLAOL 12 MJ RW DI OL GATE VLV UA 1 1525.330 EA 1525.33 E2012PV 12 MEGALUG F/ C900/IPS PVC 2 98.520 EA 197.04 MJBGPI2 12 MJ BOLT & GSKT PKG L/ GLAND 2 14.900 EA 29.80 8VLBI000N0000IN 10 VLV STEM EXT D1 LCK NUT SET 1 112.030 EA 112.03 E71VBB VLV BX BOOT 1 63.070 EA 63.07 E7] VBEUY 6X9 VLV BX EXT 1 46.810 EA 46.81 E7IVBLW VLV BX LID WTR I 23.370 EA 23.37 http;llb5.maU.yahoo.com/ym/eaglecontmetinglp.corn/ShowLetter7box=Inbox&Msgld=5316-15999223_14... 6/30/2008 i Yahoo! Maid - g.grant©,eaglecontractinglp.com Page 5 of 6 Add new 6" FH sm. of Prim CLAR#2 MJSSLAI2 12X7-1/2 MJ C153 SHORT SLV L/A 1 $7.430 EA 87A3 E2012PV 12 MEGALUG F/ C900/IPS PVC 2 98.520 EA 197.04 MJBGPI2 12 MJ BOLT & GSKT PKG L/ GLAND 2 14.900 EA 29.90 MJFrLA12U 12X6 MJXFLG C153 TEE L/A 1 297.270 EA 297,27 E2012PV 12 MEGALUG F/ C900/IPS PVC 2 99.520 EA 197.04 MJBGPI2 12 MJ BOLT & GSKT PKG U GLAND 2 14.900 EA 29.80 SP-DFF040401FFP 6"X4'1"FXF DI SPL T66 SP 1 302.860 EA 302.86 AFC2506FMLAOL 6 FLG X MJ RW OL GATE VLV UA 1 418.710 EA 418,71 El 106 6 MEGALUG F/ DI 2 24.245 EA 48.49 MJBGPU 6 MJ BOLT & GSKT PKG U GLAND 2 9,970 EA 19.94 SVLB 1000N0000IN 10 VLV STEM EXT DI LCK NUT SET 1 112.030 EA 112.03 E71VBB VLV BXBOOT 1 63.070 EA 63.07 E71VBEUY 6X9 VLV BX EXT 1 4&810 EA 46.81 E7IVBLW VLV BXLID WTR 1 23,370 EA 23.37 D060500EECB 6 X 5'- 0 PEXPE DIP CL BT 1 122.100 EA 122.10 SS4ATRFU 3/4X6 SS 304 ALL THRD ROD 12 7.540 FT 90.48 MA423LAOLU 5-1/4 VO A423 HYD GO BURY OL UA 1 1525190 EA 1525.29 F4U 6 DI 125# C 110 FLG 45 BEND 2 86.170 EA 172.34 FBSETU 314X3-1/3 BOLT SET F/ 6 FLG 6 13.838 EA 83.03 FNWRI50PFGAU 6 RR 1/8 FF 1504 GSKT 6 3.516 EA 21,10 SDR35PU14 6X14 SDR35 PVC GJ SWR PIPE 14 2.171 FT 30.39 MJSSLAU 6X7-1/2 MJ C153 SHORT SLV L/A 4 41,943 EA 167,77 E1106 6 MEGALUG F/ DI 8 24.243 EA 193.94 MJBGPU 6 MJ BOLT & GSKT PKG L/ GLAND 2 9,970 EA 19,94 AFC2506MMLAOL 6 MJ RW DI OL GATE VLV UA 2 421.025 EA 842.05 El 106 6 MEGALUG F/ DI 4 24.243 EA 96.97 MJBGPU 6 MJ BOLT & GSKT PKG U GLAND 4 9.973 EA 39.89 MJTLAU 6 MJ C153 TEE LJA 2 90.730 EA 181.46 E 1106 6 MEGALUG F/ DI 4 24,243 EA 96.97 MJBGPU 6 MJ BOLT & GSKT PKG U GLAND 4 9.973 EA 39.89 AFT350PU 6 CL350 / CL50 CL DI FASTITE PIPE 150 15.713 FT 2356.95 E71 VBB VLV BX BOOT 2 0.000 F`.A E71 VBEUY 6X9 VLV BX EXT 2 0.000 EA E7IVBLW VLV BX LID WTR 2 0.000 EA VSEU 6 FT VLV STEM EXT 2 0.000 EA SDR35PU14 6X14 SDR35 PVC GJ SWR PIPE 14 2,170 FT 30.38 Net Total: 33797.88 Tax: 0.00 Total: 33797.88 http://b5.mail.yahoo.com/ym/eaglecontractinglp.comIShowLetter7box-Inbox&MsgId=5316 15999223_ 14... 6/3 0/2008 Yahoo! Mail - g.grant@eaglecontractinglp.com Page 6 of 6 Quoted prices are based upon receipt of the total quantity for immediate shipment (48 hours). SHIPMENT'S 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. Seller 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 A 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/sales-terms.htmi. http://b5.mail.yahoo.com/ymleaglecontractinglp,conVShowLetter?box=lnbox&MsgId=5316_15999223 14... 6/30/2008 BLACK & VEATCH building a world of differancen PORGY . NJATFR . LNFOHAATION . GOVFRNMFN'T 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 July 22, 2008 Subject: Field Order No. 1 — Water Line Valves/Hydrants Revision 1 We are in receipt of the cost proposal from Eagle Contracting dated July 1, 2008 to complete the work identified in Field Order No. 1, issued June 5, 2008. The Contractor is being requested to revise the submitted cost proposal to reflect the changes below. The City of Lubbock has provided to Eagle one 12-inch gate valve for installation. This valve should be reflected in the cost proposal. Five of the new valves will be removed from the request. These valves are: 12-inch gate valves north and south of the Plant 4 UV Disinfection facility 12-inch gate valve east of the Intermediate Lift Station 12-inch gate valves north and south of BNR No. 3 • Remove the Plant 3 potable water changes. Per Note 6 on Sheet CY2 (Sheet 11), any fire hydrants that are removed for construction activities are to be replaced. The Field Order requested that the existing hydrant at Secondary Clarifier No. 2 be replaced with a new hydrant. The request has been revised to reinstall the existing hydrant, as originally provided in the Contract Documents. Remove the costs associated with installing a new hydrant. Per Sheet DY3 (Sheet 51), the fire hydrant at the southeast corner of BNR Train No. 2 is to be demolished. Field Order No. 1 provided a new hydrant by Primary Clarifier No. 2 to replace the removed hydrant. The request has been revised to install the existing hydrant from the corner of BNR Train No. 2 at the southwest corner of BNR Train No 3. See the attached drawing. The cost proposal should reflect the installation of the existing hydrant in the new potable water line. If you have any questions or concerns, please feel free to call me at 214/570-7076. Sincerely, BLACK & VEATCH Laura A. Stratton, P.E. Engineering Manager t-AS Attachments cc: Rich Houghton, B&V, pdf copy Soo Koon Soon, COL File Black & Veatch Corporation 9441 LBJ Freeway, Suite 114 Dallas, TX 75243 USA Telephone: 214 570.7000 1� IIS I i YAtl axr cna �.lr o�vm1 �r1 I � rM �P[ a AlII i I S M1a M ma X � •-E rn �^ �ivrn xaYsl�ID LI/Ef 1ns�ti r'ernoa�d h�,c4 c'a�• •!�� N�dran�-r1o�Id be iaca�+ "°'�` + Rd! lowrraa Aw 6FYIrlP9 0I /I+1K rl1MCt be+W�ePri'S— Hn o-c(.eSS rQ oL6 . 9. q+avfoa A 1LLVS K !tl L(Sa MW h fpl !li A.IY]I Y4Va MOr MLM/ 6M!!LT Ma.l r1aF SlxlrOY. IL 11 ��yyti xgti a July 24, 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.: Proposed Contract Modification (PCM-01 R) per Revised Field Order No.1 (Water Line Valves and Hydrants for the Plant's Potable Water System) Dear Laura, As requested by you, Eagle Contracting, L.P. proposes to modify the Plant's Potable Water System be the requirements of the Revised Field Order No. l for the total Lump Sum Amount of Seventy Two Thousand Two Hundred Do] 1 ars and Fifty Eight Cents ($72,200.58). We also request a Contract Time Extension of 10 days to perform this work. With Kindest Regards, Glenn Grant Project Manager cc: File (Proposals) & Field P.O. Box 160D & Keller, Texas 76244 a Metro (817) 379-1897 Metro (817) 379-0610 Fax BLACK & VEATCH building Worldol di8erance- r1(ERGY . WATER . INFORMATION ■ GOYENNMF.Nr City of Lubbock, Texas Southeast Water Reclamation Plant Contract No. 5 Mr, Glenn Grant Eagle Contracting, L.P, P.O. Box 1600 Keller, TX 76244 Dear Mr. Grant: REC'D J U L 23 2008 B&V Project 140092.6100 B&V File G-1.6 July 22, 2008 Subject: Field Order No. 1 — Water Line Valves/Hydrants Revision 1 We are in receipt of the cost proposal from Eagle Contracting dated July 1, 2008 to complete the work Identified In Field Order No. 1, issued June 5, 2008. The Contractor is being requested to revise the submitted cost proposal to reflect the changes below. The City of Lubbock has provided to Eagle one 12-Inch gate valve for installation. This valve should be reflected In the cost proposal. Five of the new valves will be removed from the request. These valves are: ■ 12-inch gate valves north and south of the Plant 4 IJV Disinfection facility 12-inch gate valve east of the Intermediate Lift Station 12-inch gate valves north and south of BNR No. 3 Remove the Plant 3 potable water changes. Per Note 6 on Sheet CY2 (Sheet 11), any fire hydrants that are removed for construction activities are to be replaced. The Field Order requested that the existing hydrant at Secondary Clarifier No. 2 be replaced with a new hydrant. The request has been revised to reinstall the existing hydrant, as originally provided in the Contract Documents. Remove the costs associated with installing a new hydrant. Per Sheet DY3 (Sheet 51), the fire hydrant at the southeast comer of BNR Train No. 2 is to be demolished. Field Order No. 1 provided a new hydrant by Primary Clarifier No. 2 to replace the removed hydrant. The request has been revised to install the existing hydrant from the comer of BNR Train No. 2 at the southwest comer of BNR Train No. 3. See the attached drawing. The cost proposal should reflect the installation of the existing hydrant in the new potable water line. If you have any questions or concerns, please feel free to call me at 214/570-7076, Sincerely, BLACK & VEATCH Laura A. Stratton, P.E. Engineering Manager LAS Attachments cc: Rich Houghton, B&V, pdf copy Soo Koon Soon, COL File black & Veatch Corporation 9441 LBJ Freeway, Suite 114 Dallas, TX 75243 USA - Telephone: 214.570 700 I 8� � 'aM'rRR iaY �11an OW m U ` 4 Y rE R/,r a IENe, l.F. r41Krr 9t0f1. ' f#larca-1 � • � I �I �} - ilj asrarror ra,. mri alw,r r. ,Y.r,u / / , �mer,t ew. artw warul / r / ''Q,J _ •____f_'__:ra Sy- f--SL-_ _ ., ! -_. __________ 7• S�1 ec IT , 1 T AM r ' ,. w..lru amouxs rrra ro e,re„u mwa ' � �` .' nra � � r,ryow a• eu rw a,.aRl,O � anarR.a .r,,. ,• a ae+ F,2� •-D]4ny� gcfav OLL wurin ,r rfurr. `• �// ii � `" __ _ ._.. l._ (_n'__ __,A -' IrLaaF aydnrrr,a.. 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I� ia:w�z'°• r., '° d ac+u i•.a.o �r new o�ranr.� �I I I CY3 � atieer No Text II I lit Eagle Contracting, L.P. SEW R P - Lubbock Job No. 171 Work Description: Valuing & Fire Hydrant Additions to the Potable Water System Ref. Field Order No.1 of June 13, 2008 (Revised Scope of Supply dated 7-22-08) Date: July 24, 2008 Proposal: PCM-01 R MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR x t Plant --Potable Water Changes "Drawing Sheet 11 of 291" This work deleted by Owner" i "Gut -In new 12" GV N.of UV Basin" Note: Ties into Contract Re -Route of 12" PW -2/3's of Exc.Required Misc. Excavation (10x10x11) 0 CY 0.00 9.00 0.00 Hand Excavation 0 CY 0A0 50.00 O.OD Pipe Embedment 0 TN 0.00 7.00 0.00 Regular Backfill 0 CY 0.00 11.00 0.00 Existing Pipe Crossing 0 EA 0.00 350.00 0.00 Fine Grade Area after Completion 0 SF 0.00 020 0.00 Haul Excess Dirt to On -Site Stockpile 0 TY 7.50 0.00 6.00 0.00 Spread & Compact Stockpiled Dirt 0 CY 0.00 6.00 0.00 Cut into existing 12" DIP 0 LS 0.00 40.00 0.00 Install 12" Solid Sleeve w/Megaiugs 0 EA 314.27 0.00 85.00 0.00 Reinstall existing DIP 0 LS 0.00 45.00 0.00 Install 12" Gate Valvew/Megalugs 0 LS 1,752.17 0.00 85.00 0.00 Remove & Dispose of cut-out DIP 0 LS 5.00 0.00 15.00 0.00 Install 12 mil Polywrap an Pipe & Valve 0 LS 138.40 0.00 30.00 0.00 Tracer Tape 0 LS 48.88 0.00 5.00 , 0.00 Install new Valve Extension Stem 0 EA 112.03 0.00 30,00 0.00 Install PVC Extension Stem Protector 0 EA 21.70 0.00 30.00 f 0.00 Install 2-Piece Valve Box 0 EA 133.25 0.00 55.00 0.00 Concrete Ring @ Valve Box 0 LS 45.00 0.00 50.00 0.00 Notre: No Va. Numbering Included 0.00 0.00 Small Tools 0 LS 100.00 0.00 0.00 Rubber Tired Backhoe/Loader 0 LS 220.00 0.00 0.00 Jumping Jack Compactor 0 LS 34.00 0.00 0.00 Rubber Tired Loader 0 LS 620.00 0.00 0.00 Dozer 0 LS 450.00 0.00 0.00 0.00 0.00 "Add new 12" GV S.of W Basin --Delete" 0.00 0.00 Note., Ties into Contract Re -Route 0.00 0.00 of 12" PW - 213's of Exc.Requlred 0.00 0.00 Misc. Excavation (10x1Ox11) 0 CY 0.00 9.00 0.00 Hand Excavation 0 CY 0.00 50.00 0.00 Pipe Embedment 0 TN 0.00 7.00 0.00 Regular Backfill 0 CY 0.00 11.00 0.00 Fine Grade Area after Completion 0 SF 0.00 0.20 0.00 Haul Excess Dirt to On -Site Stockpile 0 TY 7.50 0.00 6.00 0.00 Spread & Compact Stockpiled Dirt 01 CY 0.00 6.00 0.00 Cut into existing 12" DIP 0 LS 0.00 40.00 0.00 Install 12" Solid Sleeve w/Megalugs 0 EA 314.27 0.00 85.00 0.00 Re -Install existing DIP 0 LS 0.001 45.00 0.00 Install 12" Gate Valve wlMegalugs 01 LS 1,752A 7 0.00 85.00 0.00 SEWRP - Lubbock Remove & Dispose of cut-out DIP Install 12 mil Polywrap on Pipe & Valve Tracer Tape Install new Valve Extension Stem Install PVC Extension Stem Protector Install 2-Piece Valve Box Concrete Ring @ Valve Box Note: No Va. Numbering Included Small Tools Rubber Tired Backhoe/Loader Jumping Jack Compactor Rubber Tired Loader Dozer Relocate 6" FH S.of Sec.Clar.#3-Revise Misc. Excavation (10x15x11 ) Hand Excavation Pipe Embedment Regular Backfill Fine Grade Area after Completion Haul Excess Dirt to On -Site Stockpile Spread & Compact Stockpiled Dirt Cut Into existing 12" DIP Install 12" Solid Sleeve w/Megalugs Install 12" MJ w/Mglg's x 6" FLG. Tee Concrete Thrust Block @ Tee Re -Install existing DIP Remove & Dispose of cut-out DIP Install 6" F x F 45 Elbows Install 6" x 4'-1" F x F DIP Spool Install 6" F x MJ GV w/Megalug Install new Valve Extension Stem Install PVC Extension Stem Protector Install 2-Place Valve Box Concrete Ring @ Valve Box Note: No Va. Numbering Included Install 6" x V-00" PE x PE DIP Install 5'-6" SS Tie Rods Install 8" x V-00" Tall FH w/Megaiug Concrete Pad under Fire Hydrant Install 12 mil Polywrap - Pipe, Viv.& FH Tracer Tape Bac-T Testing Note: No Painting of FH Included Note: No Bollards @ FH included Rubber Tired Backhoell.oader Jumping Jack Compactor Rubber Tired Loader Dozer "Add new 12" GV E.of IMLS-Deleted" Note: Part of Contract Re -Route of 12" PW - No Exc. Required Cut Into New 12" DIP Install 12" Solid Sleeve w/Megalugs Install 12" Gate Valve w/Megalugs Install 12 mil Polywrap on Pipe & Valve Tracer Tape 0 LS 5.00 0.00 15.00 0.00 0 LS 138.40 0.00 30.00 0.00 0 LS 48.88 0.00 5.00 0.00 0 EA 112.03 0.00 30.00 0.00 0 EA 21.70 O.00 30.00 0.00 0 EA 133.25 0.00 55.00 0.00 0 LS 45.00 O.OD 50.00 0." 0.00 0.00 0 LS 50.00 0.00 O.DO 0 LS 220.00 0.00 0.00 0 LS 17.00 0.00 0.00 0 LS 620.00 0.00 0.00 0 LS 450.00 0.00 0.00 0.00 0.00 0.00 0.00 0 CY 0.00 9.00 0.00 0 CY 0.00 50.00 0.00 D TN 0.00 7.00 0.00 0 CY 0.00 11.00 0.00 0 SF 0.00 0.20 0.00 0 7Y 7.50 0.00 6.00 0.00 0 CY 0.00 6.00 0.00 0 LS 0.00 40.00 0.00 0 EA 314.27 0.00 85.00 0.00 0 EA 524.11 0.00 85.00 0.00 0 EA 30.00 0.00 25.00 0,00 0 LS 0.00 45.00 0.00 D LS 5.00 0.00 15.00 0.00 0 EA 127.51 0.00 45.00 0.00 0 EA 302.86 0.00 45.00 0.00 0 EA 508.23 0.00 45.00 0.00 0 EA 112.03 0.00 30.00 0.00 0 EA 21.70 0.00 30.00 0.00 0 EA 133.25 0.00 55.00 0.00 0 LS 35.00 0.00 50,00 0.00 0.00 0.00 0 EA 122.10 0.00 45.00 0.00 0 EA 45.24 0.00 15.00 0.00 0 EA 1,609,51 0.00 150.00 0.00 0 LS 35.00 0.00 35.00 0.00 0 LS 138.40 0.00 30.00 0.00 0 LS 48.88 0.00 5.00 0.00 0 LS 150.00 0.00 35.00 0.00 0,00 0.00 0.00 0.00 0 LS 330.00 0.00 0.00 0 LS 50.00 0.00 0.00 0 LS 930.00 0,00 0.00 0 LS 675.00 0,00 0.00 0.00 0.00 0,00 0.00 0,00 0.00 0.00 0.00 0 LS 0.00 40.00 0.00 0 EA 314.27 0.00 85.00 0.00 0 LS 1,752,17 0.00 85.00 0.00 0 LS 138.40 0.00 30.00 0.00 0 LS 48.88 0,00 5.001 0,00 SEWRP - Lubbock Install new Valve Extension Stem 0 EA 112.03 0.00 Install PVC Extension Stem Protector 0 EA 21.70 0.00 Install 2-Piece Valve Box 0 EA 133.25 0.00 Concrete Ring @ Valve Box 0 LS 35.00 0.00 Note: No Va. Numbering Included 0.00 Small Tools 0 LS 25.00 0.00 Rubber Tired Backhoe/Loader 0 LS 110.00 0.00 0.00 "Replace 12" PW Valves in Street" 0.00 "Prospecting" I 1 LS 0.00 "Passible Underground Conflicts" 1 LS 0.00 "Photographs" 1 LS 10.00 10.00 Barracades to Close Street 1 LS 100.00 100.00 Note: Plant Traffic has to Re -Route 0.00 Saw Cut 8" Asphalt Paving 110 LF 3.00 330.00 Cut out Asphalt 22 CY 0.00 Dispose of Asphalt Off -Site 44 TY 15.00 660.00 Misc. Excavation (30x25x11) 231 CY 0.00 Hand Excavation 56 CY 0.00 Pipe Embedment 16 TN 0.00 Regular Backfnll 260 CY 0.00 Electrical Duct Bank Crossings 2 EA 0.00 Existing Pipe Crossing 1 EA 0.00 6" Compacted Subgrade Under Pvmnt 19 CY 0.00 Note: No Lame Stabilize Included 0.00 Haul Excess Dirt to On -Site Stockpile 12 TY 7,50 90.00 Spread & Compact Stockpiled Dirt 8 CY 0.00 2 Courses of 3 1/3" thick Black Base 168 SY 35.25 5,922.00 2" Asphalt Topping 84 SY 31.76 2,667.00 Remove Barracades & Open Street 1 LS 0.00 Demolish Cone -Rings @ Valve Boxes f CY 0.00 Dispose of Concrete Off --Site 1 TY 15.00 15.00 Remove Valve Extension Stem Covers 2 EA 0.00 Remove 2 Piece Valve Boxes 2 EA 0.00 Remove 12" Gate Valves 2 EA 0.00 Cul out DIP for new valves installation 2 EA 0.00 Dispose of Valves & DIP Off -Site 1 LS 5.00 5.00 Install 12" Solid Sleeve w/Megalugs 3 EA 314.27 942.81 Re -Install existing DIP 1 LS 0.00 Install 12" Gate Valve w/Megaiugs 2 LS 1,752.17 3,504.34 Remove & Dispose of cut-out DIP 1 LS 5,00 5.00 Install 12 mil Poiywrap - Pipe & Valves 1 LS 138.40 138.40 Tracer Tape 1 LS 48.88 48.88 Install new Valve Extension Stem 2 EA 112.03 224A6 Install PVC Extension Stem Protector 2 EA 21.70 43.40 Install 2-Piece Valve Box 2 EA 133.25 266.50 Concrete Ring @ Valve Box 2 LS 35.00 70.00 Bac-T Testing 1 LS 150,00 150.00 Note: No Va. Numbering Included 0.00 Small Tools 1 LS 400.00 400.00 Rubber TiredBackhoe/Loader 1 LS 1,100.00 1,100.00 Jumping Jack Compactor 1 LS 75.00 75.00 ' Rubber Tired Loader 1 LS 3.100.00 3,100.00 Dozer 1 LS 2,250.00 2,250.00 Small Smooth Drum Roller - Asphalt 1 LS 1,467.00 1,467.00 Street Sweeper 1 LS 800.00 800.00 0,00 "Drawing Street 12 of 291" 0.00 SEWRP - Lubbock 3T00 30.00 55.00 50 00 700.00 350.00 50.00 75.00 3.00 15.00 2.00 9A0 50.00 7.00 11.00 150,00 150.00 15.00 6.00 6.00 7.25 7.25 20,00 50.00 6.00 10.00 10.00 60.00 , 40.00 15.00 85.00 4500 85.00 15.00 30.00 5.00 30.00 3C.00 55.00 50.00 35.0C O.aa 0.00 0.00 0.00 0.0 0.00 0.00 0.00 o.ao 700.00 350.00 50.00 75.00 0.00 330.00 330.00 88.00 2,079.00 2, 800.00 112.00 2,860.00 300.00 150.00 285,00 0.00 72.00 48.00 1,218.00 609.00 20.00 50.00 6.00 20.00 20.00 100.00 80.00 15,00 255.00 45.00 170.00 15.00 30.00 5.00 60.00 60.00 1110.00 1 C0.00 35.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 "Add new 12" GV N.of BNR#3-Delete " Note: Ties into Contract Re -Route of 12" PW - 2/3's of Exc.Required Misc. Excavation (10x10x11) 0 CY Hand Excavation 0 CY Pipe Embedment 0 TN Regular Backfill 0 CY Fine Grade Area after Completion 0 SF Haul Excess Dirt to On -Site Stockpile 0 Ty 7.5D Spread & Compact Stockpiled Dirt 0 CY Cut into existing 12" DIP 0 LS Install 12" Solid Sleeve wlMegalugs 0 EA 314.27 Re -Install existing DIP 0 LS Install 12" Gate Valve w/Megalugs 0 LS 1,752.17 Remove & Dispose of cut-out DIP 0 LS 5,00 Install 12 mil Polywrap on Pipe & Valve 0 LS 138.40 Tracer Tape 0 LS 48.86 Install new Valve Extension Stem 0 EA 112.03 Install PVC Extension Stem Protector 0 EA 21.70 Install 2-Piece Valve Box 0 EA 133.25 Concrete Ring @ Valve Sox 0 LS 35.00 Note: No Va, Numbering Included Small Tools 0 LS 50.00 Rubber Tired Backhoe/Loader 0 LS 220.00 Jumping Jack Compactor 0 LS 17.00 Rubber Tired Loader 0 LS 620.00 Dozer 0 LS 450.00 "Add new 12" GV S.of BNR#3-Delete " Note: Ties into Contract Re -Route of 12" PW - 2/3's of Exc.Required Misc. Excavation (10x1Ox11) 0 CY Hand Excavation 0 CY Pipe Embedment 0 TN Regular Backtiil 0 CY Fine Grade Area after Completion 0 SF Haul Excess Dirt to On -Site Stockpile 0 TY 7.50 Spread & Compact Stockpiled Dirt D CY Cut into existing 12" DIP 0 LS Install 12" Solid Sleeve w/Megalugs 0 EA 314.27 Re -Install existing DIP 0 LS Install 12" Gate Valve w/Megalugs 0 LS 1,752.17 Remove & Dispose of cut-out DIP 0 LS 5.00 Install 12 mil Polywrap on Pipe & Valve 0 LS 138.40 Tracer Tape 0 LS 48.88 Install new Valve Extension Stem 0 EA 112.03 Install PVC Extension Stem Protector 0 EA 21.70 Install 2-Piece Valve Box 0 EA 133.25 Concrete Ring @ Valve Box 0 LS 35.00 Note: No Va, Numbering Included Small Tools 0 LS 50.00 Rubber Tired Backhoe/Loader 0 LS 22C.00 Jumping Jack Compactor 0 LS 17.00 Rubber Tired Loader 0 LS 620.00 Dozer 0 LS j 450.00 "Add new 12" GV S.of PC#2 - Revised" SEWRP - Lubbock 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 0.0D 0.0D 0.00 0.00 OAD 0.00 0.00 C.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 9.00 50.00 7.00 11.00 0.20 6.00 6.00 40.00 35,00 45.00 85.00 15.00 30.00 5.00 30.00 30.00 55.00 50.00 9.00 50.00 7.00 11.00 0.20 6.00 6.00 40.00 85.00 45.00 85.00 15.00 30.00 5.00 30.00 30.00 55.00 50.00 0.00 0.00 0.00 0.00 0.OD 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 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 "Prospecting" 1 LS 0.00 350.00 350.00 "Possible Underground Conflicts" 1 LS 0.00 175.00 175.00 "Photographs" 1 LS 10.00 10.00 50.00 50.00 Misc. Excavation (10x10x11) 34 CY 0.00 9.00 306.00 Hand Excavation 7 CY 0.00 50.00 350.00 Pipe Embedment 16 TN 0.00 7.00 112.00 Regular Backfill 33 CY 0.00 11.00 363.00 Fine Grade Area after Compledon 200 SF 0.00 0.20 40.00 Haul Excess Dirt to On -Site Stockpile 12 TY 7.50 90.00 6.00 72.00 Spread & Compact Stockpiled Dirt 8 CY 0.00 6.00 48.00 Cut into existing 12" DIP 1 LS 0.00 40.00 40.00 Install 12" Solid Sleeve wJMegalugs 1 EA 314.27 314.27 85.00 85.00 Re -Install existing DIP 1 LS 0.00 45.00 45.00 Install 12" Gate Valve w/Megalugs 1 LS 1,752.17 1,752-17 85.00 85.00 Remove & Dispose of cut-out DIP 1 LS 5.00 5.00 15.00 15.00 Install 12 mil Polywrap on Pipe & Valve 1 LS 138.40 138.40 30.00 30.D0 Tracer Tape 1 LS 48.88 48.88 5.00 6.00 Install new Valve Extension Stem 1 EA 112.03 112.03 30.00 30.00 Install PVC Extension Stem Protector 1 EA 21.70 21.70 30.00 30.00 Install 2-Piece Valve Box 1 EA 133.25 133.25 55.00 55.00 Canasta Ring @ Valve Box 1 LS 35.00 35.00 50.00 50.00 Note. No Va. Numbering Included 0.00 0.00 Small Tools 0.5 LS 50.00 25.00 0.00 Bac-T Testing t LS 150.00 150.00 35.00 35.00 Rubber Tired Backhoe/Loader 0.5 LS 330.00 165.00 0.00 Jumping Jack Compactor 0.5 LS 50.00 25.00 0.00 Rubber Tired Loader 0.5 LS 930.00 465.00 0.00 Dozer 0.5 LS 960.00 480.00 0.00 0.00 0.00 "Relocate 6" FH S.W.of Prim.Clar.#2-R 0.00 0.00 "Prospecting" 1 LS 0.00 350.00 350.00 "Possible Underground Conflicts" 1 LS 0.00 175.00 175.00 "Photographs" 1 LS 10,00 10.00 50.00 50.00 Misc. Excavation (I0x15x11) 55 CY 0.00 9.00 495.00 Hand Excavation 7 CY 0.00 50.00 350.00 Pipe Embedment 36 TN 0.00 7.00 252.00 Regular Backfill 44 CY 0.00 11,00 484.00 Fine Grade Area after Completion 300 SF 0.00 0.20 60.OQ Haul Excess Dirt to On -Site Stockpile 27 TY 7.50 202.50 6.00 182,00 Spread & Compact Stockpiled Dirt 18 CY 0.00 6.00 108,00 Cut Into existing 12" DIP 1 LS 0.00 40.00 40.00 Install 12" Solid Sleeve w/Megaluga 1 EA 314.27 314.27 85.00 85.00 Install 12" MJ wfMglg's x 6" FLG. Tee 1 EA 0.00 0.00 85.00 85.00 Concrete Thrust Block @ Tee 1 EA 30.00 30.00 25.00 25.00 Re -Install existing DIP 1 LS 0.00 45.00 45.00 Remove & Dispose of cut-out DIP 1 LS 5.00 5.00 15.00 15.00 Install 6" F x F 45 Elbows 2 EA 0A0 ! 0.00 45.00 90.00 Install 6" x 4"-11" F x F DIP Spool 1 LS 0.00 0,00 45.1 45.00 Install 6" F x MJ GV wlMegalug 1 LS 0.00 0.00 45.00 45.00 Install new Valve Extension Stem 1 EA 0.00 0.00 30.00 30.00 Install PVC Extension Stem Protector 1 EA 0.00 D.00 30.00 30.00 Install 2-Piece Valve Box 1 EA D.00 0.00 55.00 55.00 Concrete Ring @ Valve Box 1 LS 35.00 35.00 50.00 50,00 Note: No Va. Numbering Included 0.00 0.00 Install 5" x 6-00" PE x PE DIP 1 EA 0.00 0,00 45.00 45.00 Install T-6" SS Tle Rods 2 EA 0.00 0.00 15.00 30.00 Install 6" x 6'-00" Tall FH wlMegalug 1 EA 0.00 0.00 150.00 150.00 Concrete Pad under Fire Hydrant 1 LS 35.00 35.00 35,00 35.00 SEWRP - Lubbock Install 12 mil Polywrap - Pipe, Viv.& FH Tracer Tape Bac-T Testing Note: No Painting of FH Included Note: No Bollards @ FH Included Small Tools Rubber Tired BackhoelLoader Jumping Jack Compactor Rubber Tired Loader Dozer Plant 3 - Potable Water Changes 1 1 1 1 1 1 1 1 LS LS LS LS LS LS LS LS 138.40 48.88 150.D0 50.00 330.00 50.00 930.D0 960.00 138.40 48.88 150.00 0.00 0.00 50.00 330.00 50.00 930.00 960.00 0.00 0.00 0.00 0.00 30.00 30.00 5.00 5.00 35.00 35.00 0.00 0.00 0.00 C.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Work Deleted by Onwee, "Drawing Sheet 13 of 291 0.00 0.00 "Add new 6" GV's & 6" Pipe N.&E, of 0.00 0,00 Maintenenace Bldg." 0.00 0.00 Note: I assume both valves are 6" - 0.00 0.00 nothing on plans to verify size. 0.00 0.00 Barracades to Close Street 0 LS 100,00 0.00 75.00 0.00 Note. Plant Traffic has to Re -Route 0.00 0.00 Saw Cut 8" Asphalt Paving -Two ea. 0 LF 3.00 0.00 3.00 0.00 Cut out Asphalt 0 CY 0.00 15.00 0.00 Dispose of Asphalt Off -Site 0 TY 15.00 0.00 3.00 0.00 Hand Excavate Behind Curb & Gutter 0 CY 0.00 50.00 0.0C Saw Cut Conc.Curb & Gutter 0 LF 3.00 0.00 3.00 0.00 Demolish Curb & Gutter 0 CY 0.00 150.00 0.00 Dispose of Concrete Off -Site 0 TY 15.00 0,00 3.00 0.00 Misc. Excavation 0 CY 0.00 9.00 0.00 Hand Excavation 0 CY 0.00 50.00 C.00 Pipe Embedment 0 TN 0.00 7.00 0.00 Regular Backfill 0 CY 0.00 11.00 0.00 Remove/Re-Install Sprinkler System 0 LS 300.00 0.00 175.00 0.00 Electrical Duct Bank Crossings - 0 EA 0.00 150.00 0.00 Existing Pipe Crossing 0 EA 0.00 150.00 0.00 6" Compacted Subgrade Under Pvmnt 0 CY 0.00 15.00 0.00 Note. No Lime Stabilize Included 0.00 0.00 Fine Grade Area after Completion 0 SF 0.00 0.20 0.00 Re -Seed disturbed Area 0 SF 0.05 0.00 0.10 0,00 Haul Excess Dirt to On -Site Stockpile 0 TY 7.50 0.00 6.00 0.00 Spread & Compact Stockpiled Dirt 0 CY 0.00 6.00 0.00 Cut into existing 12" DIP 0 LS 0.00 40.00 0.00 2 Courses of 3 113" thick Black Base 0 SY 35.25 0.00 7.25 0.00 2" Asphalt Topping 0 SY 31.75 0.00 7.25 0.00 Forms for new Conc. Curb & Gutter 0 SF 2.50 0,00 6.00 0.00 Note: No Rebar for Curb & Gutter 0.00 0.00 because plans do not call for. 0.00 0.00 Epoxy -In Rebar Dowels to Existing C&G 0 EA 8.00 0.00 5.00 0.00 Pour back Conc. Curb & Gutter 0 CY 120.00 0.00 75.00 0.00 Remove C&G Forms & Bkfl. C&G 0 CY 0.00 40,00 0.00 Remove Barracades & Open Street 0 LS 0.00 2D.00 0.00 Remove DIP & 90 into Main.Bldg. 0 LS O.OD 50.00 0.00 Install 6" Solid Sleeve wlMegalugs 0 EA 110.37 0.00 45.00 0.00 Re -Install existing DIP 0 LS 0.00 45.00 0.00 Install 6" Gate Valve wlMegalugs 0 LS ! 489.46 0.00 45.00 0.00 Install 6" MJ Tee w/3 Megalugs 0 EA 193.38 0.00 45.00 0.00 Concrete T-Block @ Tee @ M.Bldg. 0 EA I 30.00 0.00 25.00 D.00 Maintenance Building 0.00 0.00 SEWRP - Lubbock Install 6" MJ Tee w13 Megalugs 0 EA 193,38 0.00 45.00 0.00 East of the Maintenance Bldg. 0.00 0.00 Concrete T-Block @ Tee 0 EA 30.00 0,00 25.00 0.00 Install 6" DIP ! 0 LF 15.72 0,00 3.50 D.00 Dispose of cut-out DIP I 0 LS 5.00 0.00 15,00 0.00 Install 12 mil Poiywrap - Pipe & Valves 0 LS 130.40 0.00 125.00 0.00 Tracer Tape 0 LS 48,88 0.00 25,00 0.00 Install new Valve Extension Stem 0 EA 112,03 0,00 30,00 0.00 Install PVC Extension Stem Protector 0, EA 21.70 0.00 30.00 0.00 Install 2-Piece Valve Box 0 EA 133.25 0,00 55.00 0.00 Concrete Ring @ Valve Box f 0 LS 35.00 0.00 50.00 0.00 Bac-T Testing I 0 LS 150.00 0.00 35.00 100 Note: No Va. Numbering Included 0.00 0.00 Small Tools I 0 LS 400 00 0,00 0.00 Rubber Tired Backhoe/Loader 0 LS 1,100,00 0.00. 0.00 Jumping Jack Compactor 0 LS 75.00 0,00 0.00' Rubber Tired Loader 0 LS 3,100.00 0,00 D.00 Dozer 0 LS 2,250.00 0,00 0.00 Small Smooth Drum Roller - Asphalt 0 LS 1,467.00 0.00 0.00 Street Sweeper 0 LS 800.00 0.00 0.00 0,00 0.00 31,644.14 0.00 TOTAL LABOR 19,479.D0 0.00 TOTAL LABOR W/O BURDEN 19,479.00 LABOR BURDENlBNFTS - 52% 10 129.08 TOTAL LABOR 29,608.08 TOTAL MATERIALS 31,644.14 TOTAL SUBCONTRACTS 0.00 0.00 SUBTOTAL 61,252.22 INSURANCE @ 2-112% 1,531.31 SUBTOTAL 62,783.53 OH & P @ 15% 9,417.06 SUBTOTAL 72,200.58 - O.DO TOTAL I I CONTRACT TIME EXTENSION REQUEST =10 WORKING DAYS SEWRP - Lubbock aiivvi 1v1a11 - iaIiL�wQa,1C:UULILLGl:Lit 1?,1P.C;U111 Yage 1 of —1*,AX*=<1l SMALL 13USINFS6 CLASSIC From: "BruceTerreil - 1107 HOUSTONWW° <bruce,ten-ell@ferguson.corn> Subject: Email Bid# 8111924 To: g,grant@eagiecontractinglp.com T Date: 30 ]un 2008 11:54:51 -0400 Bid No.......: 13111924 Bld Date...: 06/24/08 Quoted By: DDR Customer.: PLANT QUOTING PROJECT QUOTATIONS EULESS, TX 76040 Cust PO#..: Print - Close V+iindoti REVISED PRICES TO MATCH. Price Quotation # 8111924 Ferguson Waterworks #1232 10077 West University Drive McKinney, TX 75071 Phone: 972-434-2600 Fax: 972-434-2812 Cust Phone: Terms,........: NET 1 OTH PROX Ship To.......: PLANT QUOTING PROJECT QUOTATIONS EULESS, TX 76040 Job Name.: SE WATER RECLAMATION Item Description Quantity Net Price UM Total PLT 4 POTABLE WTR SIFT 11 OF 291 MJSSLA12 12X7-112 MJ C153 S14ORT SLV L/A 1 87.430 EA 87.43 E2012PV 12 MEGALUG F/ C9000S PVC 2 98.520 EA 197.04 MJBGP12 12 MJ BOLT & GSKT PKG LI GLAND 2 14.900 EA 29,80 AFC2512MNMAOL tZ MJ RW DI OL GATE VLV L!A I 1525.330 EA 1525.33 W/OPER NUT E2012PV 12 MEGALUG F/ C900APS PVC 2 98,520 FA 197.04 MJBGPI2 12 MJ BOLT & GSKT PKG L/ GLAND 2 14.900 EA 29.80 APW3788 37X200 8 ML POL'YWRAP F1 14 - 18 1 138.400 RL 138.40 PNDTWU 6X1000 NON DET TAPE - WTR 1 48.880 EA 48.88 SVLB1000N00001N 10 VLV STEM EXT DI LCKNUT SET 1 1 11030 EA 112.03 1~7I VBB VLV BX BOOT 1 63,070 EA 63.07 E71 VBEUY 6X9 VLV BX EXT 1 46.810 EA 4b.81 E71 VBLW VLV BX LID WTR 1 23,370 EA 23.37 SDR35PU14 6X14 SDR35 PVC GJ SWR 11I'PE 10 2.170 FT 21.70 i I http://b5.mail. yahoo. cam/ym/eaglecontractinglp.corn/ShowLetter?box=1nbox&MsgId=5316_15999223_14— 6/30/200: � i anuu ivid.11 - g.gr&uu_aeagleconlracringlp.com rage ,)- DI "ADD NEW 12" GV S, OP -- -_ - --UV-BASIN-------------------- - --- --- --- ------_— -- - MJSSLA 12 12X7-1/2 MJ Cl53 SHORT SL V U.A. 1 87.430 EA 87.4_ E2012PV 12 MEGALUG F/C90DAPS PVC 2 98.520 EA 197,09 M]BGP12 12 MJ BOLT & GSKT PKG U GLAND 2 14.900 EA 29,8( AFC2512FlvMAOL 12 FLG X MI RW•OL GA7E VLV-L/A 1 1525.330 EA 1525,3 E2012PV 12 MEGALUG F/ C900/rPS PVC 2 98,520 EA 197.01 MJBGPI2 12 MJ BOLT& GSKTPT{G LJ GLAND 2 14,900 EA 29.8( SVLB I000N0000IN 10 VLV STEM .EXT DI L.CK NUT SET 1 112,030 EA ! 11C E71 VBB VLV BX BOOT 1 63,070 EA 63.0' E71 VBElJY 6X9 VLV BX EXT 1 46.81 D EA 46.8 - E71 VBLW VLV BX LID WTR 23,370 EA 23.3, SDR35PU14 6X14 SDR35 PVC 01 SWR PIPE 10 2.171 Fr 21.7-, "ADD NEW 6" FV 8OUTI-1 OF SEC. CLARIFIER 43 NUSSLA12 12X7-1/2 MJ C153 SHORT SLV UA 1 87,430 EA 87,4: E2012PV I2 MEGALUG F1 C900/IPS PVC 2 98.520 EA 197,0z MJBGPI2 12 MJ BOLT & GSKT PKG L/ GLAND 2 14.900 EA 29,8( MMA12U 12X6 V XFLG C153 TEE L/A 1 297.270 EA 297.2; E2012PV 12 MEGALUG F/ C900/IPS PVC 2 99.520 EA 1.97.04 M'B(3P12 12 MJ BOLT & GSKT PKG L/ GLAND 2 14900 EA 29.8E SP-DFF04040IFFP 6"X4' 1 "FXF DI SPL T66 SIP 1 302.860 EA 3 02.8£ AFC250fiFMLAOL 6 FLG X MJ RW OL GATE VLV UA 1 418,710 EA 418.71 E1106 6 MEGALUG F/ DI 2 26,110 EA 52.2; MJBGPU 6 MJ BOLT & GSKT PKG 1,J GLAND 2 9,970 EA 19.94 VSE10 10 FT VLV STEM EXT 1 112,030 EA 112,02 E71 V BB VLV BX BOOT 1 63.070 EA 63.01 E71 VBEUX 6X9 VLV BX EXT 1 46.810 EA 46.81 E7IVBLW VLV BX LID WTR 1 23.370 EA 23.3 i SDR35PU14 6X14 SDR35 PVC GI SWR PIPE 10 2.172 FT 21.72 MJFTLAI2U J2X6 MJXFLG C.153 TEEIJA 1 297.270 EA 297.2-1 E2012PY 12MEGALUG F/ C90011PSPVC 1 98.520 EA 197.04 MJBGPI2 12 MJ 13OLT & GSKT ?KG L/ OLAND 2 14.900 EA 29.9C POLYWRAPSI6 #0506 16 POLYWRAP 37X200 FT 1 139.400 EA 138.40 12 MIL PNDTWU 6X1000 NON DET TAPE - WTR 1 49.880 EA 48,88 SVLB100GN0000IN 10 VLV STEM EXT'DILC.KNUT SET 1 112,030 EA 112,03 D0605009ECB 6 X 5'- 0 PEXPE DIY CLBT 1 122.100 EA 122,J0 hup.//b5,mail,yahoo.com6mVn.-agleconfracting]p.cc)m/ShowLetter7box--Inbox&MsgId=5316_15999223�14... 6/30/200 Y anoo 1 Ma.11- g.gmnigeagiecontmetinglp.com Page 3 of SS4ATRFU 3/4X6 SS 304 ALL THRD ROD 12 7.540 FT 90.41 SDR35PUI4-"----------6Xl4-SDR35-PVCGI;SWR-PIFG--------" ---- ------1-0--- --- —XXT3 TT- -----21.7 MA423LAOLU 5-114 VO A423 HYD 6'0 BURY OL L/A 1 1575.290 EA 1575 Z F4U 6 Df 1254 C 110 FLG 45 BEND 2 r- 92.800 EA 195.61 El106 6MEGALUG FIDT 2 24.245 EA 48N MJBGPU 6 MJ BOLT & GSKT PKG L/ GLAND 2 9.970 EA 19.9, FBSETU 3/4X3-113 BOLT SET H 6 FLG 6 13'338 EA 83.0: FNWR150FFGAU 6 RR 1/8 FF 150# GSKT 6 3.516 EA 21,1 "ADD NEW 12" GV E. UP IMLS" MJSSLAI2 12X7-1/2 MJ C153 SHOAT SLV LJA 1 87.430 EA 87.4i E2012PV 12 MEGALUG F/ C900/JPS PVC 2 98.520 EA 197.01 MJBGPI2 12 NU BOLT& GSKT PKG L/ GLAND 2 14,900 EA 29,8( AFC2512MMLAOL 12 MJ RW DI OL GATE VLV L/A I 1525.330 EA 1525.3: E2012PV 12 MEGALUG F/C90011PS PVC 2 9S.520 EA 197.0z MJBGP 12 12 MI BOLT & OSKT PKG LJ GLAND 2 14.900 EA 29.81 SVLB 100DN0000FN I0 VLV STEM EXT DI LCK NUT SET 1 112.030 EA 112.0: E71 VBB VLV BX BOOT 1 63.070 EA 63.01, E71 VBEUV 6X9 VLV BX EXT 1 46.810 EA 46.81 E71 VBLW VLV BX L1D 'WTR I 23.370 EA 23.31 SDR35PU14 6X14 SDR35 PVC GI SWR PIPE 10 2,171 FT 21.71 "REPLACE 12" PW VALVES iN STREET". MJSSLAI2 12X7-1/2MJ C153 SHORT SLV L/A 3 87.430 EA 262.29 E2012PV 12 MEGALUG F/ C900APS PVC 6 98,520 EA 591.12 MJBGPI2 12 MJ BOLT & GSKT PKG L/ GLAND 6 14.900 EA 89.4.0 AFC2512MMLAOL I2 MJ RW DI OL GATE VLV UA 2 1525.330 EA 3050.66 E2012PV 12 MEGALUG F/ C900APS PVC 4 98.520 PA 394.08 MJBGPI2 12 MJ BOLT & G SKT PKG L/ G LAND 4 14.900 EA 59.60 "ADD NEW 12" GV MOF 3NR#3 MJSSLA12 12X7-I/2MJC153SHORT SLV L/A 1 87.430 EA 87.43 E2012PV 12 MEGALUG F/ C90011PS PV C 2 98,520EA 197.04 MJ13GPI2 12 MJ BOLT & GSKT PKG L/ GLAND 2 14.900 EA 29.80 AFC2512MMLAOL 12 MJ RW DT OL GATE VLV UA 1 1525,330 EA 1525.33 E2012PV 12 MEGALUG F/ C90011PS PVC 2 98.520 EA 197.04 MJBGPI2 12 MJ BOLT & GSKT PKG L/ GLAND 2 13,905 EA 27.81 SVLB1000N000WN 10 VLV STEM EXT DI LCK NUT SET 1 112.030 EA 112.03 E71 VBB VLV BX BOOT 1 63.070 EA 63.07 http;llb5.mail.ya>goo.coralym/eaglecontractinglp.comIShowLetter'lbox=lnbox&Msgld=5316 15 999223-1 4... 6/30/200 � zuiuu: lviail - �,grdnG uL,,eagiGconrrac�ingtp.com Fage 4 of E71 VBEUY 5X9 VLV BX EXT i 46.910 EA 4b.6 3 E7]VBLW--- SDR35PU14 6X14 SDR35 PVC GJ SWR PIPE 10 2.171 FT 2I.71 'ADD NEW 12" GV S. OF BNR#3" MJSSLAI2 12X7-1/2 MI C153 SHORT SLV UA 1 87,430 EA 87.43 E2012PV 12 MEGALUG F7 C900/1PS :PVC 2 98.520 EA 197.04 MJBGPI2 12 MJ BOLT & GSKT PKG L/ GLAND 2 14,900 EA 29.80 AFC2512MMLAOL 12 MI RW DI OL GATE VLV UA 1 1525,330 EA 1525.33 E2012PV 12 MEGALUG F/ C90011PS PVC 2 98.520 EA 197.04 MJBGPI 2 12 MJ BOLT & GSKT PKG U GLAND 21 14.900 EA 29.80 SVLBI OOONOOOOIN 10 VLV STEM EXT D1 LCK NUT SET I 112.030 EA 112.03 E71 VBB VLV BX BOOT 1 63.070 EA 63,07 E77 VBEUY 6X9 VLV BX EXT 1 46.810 EA 46.81 E71 VBLW VLV BX LID WTR 1 23.370 EA 23.37 SDR35PU14 6X14 SDR35 PVC GJ SWR PIPE 10 2. i 70 FT 21.70 "ADD NEW 12" GV'S S OF PC 2" MJSSLAI2 12X7-1/2 MJ C153 SHORT SLV L/A 1 87.430 EA 97.43 E2012PV 12 MEGALUG F/ C900/IPS PVC 2 98.52C EA 197.04 MJBGP12 12 MJ BOLT& GSKT PKG U GLAND 2 14.900 EA 29.80 AFC2512MMLAOL 12 MJ RW DT OL GATE VLV UA 1 1525.330 FA 1525.33 E2012PV 12 MEGALUG F/ C900/IPS PVC 2 98.520 13- A 197.04 1 MJBGPI 2 12 MJ BOLT & GSKT PKG U GLAND 2 14-900 EA I 29.80 SVLB 1000N0000TN 10 VLV STEM EXT DI LCK NUT SET 1 112.030 EA 1 12.03 E71 VBB VLV BX BOOT 1 63.070 EA 63.07 E71 VBEUY 6X9 VLV BX EXT I 46.810 EA 46.81 E7IVBLW VLV BX LID WTR 1 23.370 EA. 23.37 "ADD NEW 12" GV's S of PC 82" MJSSLAI2 12X7-112 MJ C153 SHORT SLV L/A 1 87.430 EA 87,43 E2012PV 12 MEGALTIG F/ C90011PS PVC 2 98,520 EA 197.04 MTBGPI2 12 MJ BOLT & GSKT PKG L/ GLAND 2 14.900 EA 29.80 APC2512MMLAOL 12 MJ RW DI OL GATE VLV UA 1 1525.330 EA 1525.33 E2012PV 12 MEGALUG F/ C900/IPS PVC 2 98.520 EA 197,G4 MJBGP 12 12 MJ BOLT & GSKT PKG .L/ GLAND 2 14.900 EA 29.80 SVLBIOOONOOOOIN 10 VLV STEM EXT DI LCK NUT SET 1 112,030 EA 1 I2.03 E71 VBB VLV BX BOOT i 63.070 EA 63.07 E71 VBEUY 6K9 VLV BX EXT I 16.810 EA 46.81 E71 VBLW VLV BX 1-113 \AF R 1 23.370 EA 23.37 http://b5.mail.yahoo.com/ym/eaglecontl•actinglp.coln/ShowLetter?box=Inbox&Msg1d=5316_ 15 999223_14... 6/30/2001 I auvv; ivicui - g.�}.au�Lyu. �cz�l�uvuuiweu��l.�,Uult1 rage a 07 Add new 6' FH sm. of Prfm MISSLA12 12X7-1/2MJ C153 SC-IORTSLV L/A 1 97.430 EA 97.43 B2012PV 12 MEGALUG F/ C900/IPS PVC 2 98.520 :EA. 1.97.04 MJBGPI 2 12 MJ BOLT & GSKT PKG U GLAND 2 14.900 EA 29.90 MIFMAI2U 12X6MJXFLG C153 ME L/A 1 297.270 -EA 297.27 E2012PV 12 MEGALUG F/ C90CC/IPS PVC 2 98.52C EA 197,04 MJBGPI2 12 MJ BOLT'& GSKT PKG UGLAND 2 14.900 EA 29.80 SP-DFF040401FFP VXC 7XF Di SPL T66 SP I 302.86C EA 302.86 AFC2506FMLAOL 6 FLG X MJ RW OL GATE VLV LJA 1 418,710 EA 418.71 EI106 6 MEGALUO F/ DT 2 24.245 EA 48.49 MJBGPU 6 MJ BOLT & GSKT PKG L/ GLAND 2 9.970 EA1 19.94 SVLB1000N0000IN 10 VLV STEM EXT DI LCK NUT SET 1 112.030 EA i 12.03 E71 VBB VLV BX BOOT 1 63.070 EA 63.07 E71 VBEUY 6X9 VLV BX EXT 1 46,810 EA 46.81 E7IVBLW VLV BXLM W IR 1 23.370 EA 23.37 D060500EEC13 6 X 5'- 0 PEXPE DIP CL BT 1 122.100 EA 1z2.10 SS4ATRFU 3/4X6 SS 304 ALL THRD ROD 12 '7.540 FT 90.48 MA423LAOLU 5-V4 VO A423 HYD 60 BURY OL L/A 1 1525.290 EA 1525.29 F4U 6 DI 125# C110 FLG 45 BEND 2 86.170 EA 172.34 FBSETU 3/4X3-1/3 BOLT SET F/ 6 FLG 6 13.838 EA 83.03 FNWRI 50FFGAU 6 RR 119 FF 150# GSKT 6 3.516 EA 21.10 SDR35PU14 6K14 SDR35 PVC GJ SWR PIPE 14 2.171 FT 30.39 MJSSLAU 6X74/2 MJ C153 SHORT SLV LIA 4 41.943 EA 167.77 E1106 6 MEGALUG F/ DI 8 24.243 EA 193,94 'NIJBGPU 6 MJ BOLT & GSKT PKG U GLAND 2 9.970 EA i 9.94 AFC2506MMLAOL 6 MJ RW DI OL GATE VLV L/A 2 42 L 025 EA 942.05 El 106 6 MEGALUG F/ DI 4 24.243 EA 96.97 MJBGPLI 6 MJ BOLT & GSKT PKG L/ GLAND 4 9,973 EA 39,99 MJTLAU 6 M] C153 TEE L/A 2 90.730 }A 181.46 El 106 6 MEGALUG F/ DI 4 24.243 EA 96,97 MJBGPU 6 MI BOLT & GSKT PKG U GLAND 4 9,973 EA 39.89 AF T350PU 6 CL350 / CL50 CL DI FAST17E PIPE 150 15,713 FT 2356.95 E71VBB VLV BX BOOT 2 0,000 EA E71V,BEVY 6X9 VLV BX EXT 2 0.000 EA E7IVBLW VLV BX LID WTR 2 0.000 EA VSEU 6 F"1' VLV STEM EXT 2 0.000 EA SDR35PL114 6X14 SDR35 PVC GJ SWR PIPE 14 2.170 Fr 30.38 Net Total: 33797.88 Tax: 0.00 Total; 33797.68 http://b 5.mail.yahoo, com/ym/eaglecontractinglp. com/ShowLetter?box=Inbox&Msgld=5316_ 15 999223_ 14... 6/30/2001 rage b 01 i Q11VU! lViilll b',�'LillIL�WG[t.�,1Gl:Ui1Li'Gtii.111�'1�J,WII1 fluoted prices are Based upon recsiptof the toEal quantity forimm6dr; to shlpment (48 hours). SHIFIMENTS-BEYOND -48 - HOURS SHALL BE AT THE PRICE IN EFFECT AT TIME OF SHIPMENT. Quotations are offered contingent upon the Buyer'; acceptance of Seller's terms and conditions. Seller 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 A 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/sales-torms.html, http J/b5.mail.yahoo. com/ym/eaglecontractinglp.conVShowLetter?bcx=Inb ox&MsgId=5316 15999223 14... 6/30/20W BLACK & VEATCH building a world of difference- FNFRGY . 'WArER . IN FO Rid AT iOV . i',O VE RVA E NT 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 July 29, 2008 Subject: Field Order No. 1 — Water Line Valves/Hydrants Revision 2 We are in receipt of the cost proposal from Eagle Contracting dated July 24, 2008 to complete the work identified in Field Order No. 1, revision No. 1 issued July 22, 2008. The Contractor is being requested to revise the submitted cost proposal based on the comments below. 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. The replaced fire hydrant at the corner of BNR Train No. 3 should be installed when the new potable water line is installed. There is money in the proposal for items such as prospecting, excavation, grading, disposal of existing ductile iron pipe that do not reflect the work to be done. The area will be excavated for the installation of the new potable water line, the location was already to be graded per the contract documents, and the hydrant is going in a new ductile iron line. The cost proposal should reflect the installation of the existing hydrant in the new potable water line. If you have any questions or concerns, please feel free to call me at 2141570-7076. Sincerely, BLACK & VEATCH Laura A. Stratton, P.E. Engineering Manager lAS cc: Rich Houghton, B&V, pdf copy Soo Koon Soon, COL File Black & Veatch Corporation 9441 LBJ Freeway, Suite 114 Dallas, TX 75243 USA Telephone 214.570.7000 September 18, 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.: Proposed Contract Modification (PCM-01) per Field Order No.I Revision #I and e-mail adding new fire hydrant (Potable Water Changes) Dear Laura, Eagle Contracting, L.P. requests the Total Lump Sum Amount of Sixteen Thousand Four Hundred and Twenty Dollars and Twenty Six Cents ($16,420.26) to cover the cost of this work as defined in Field Order No.I Revision #i and e-mail adding back new Fire Hydrant. WithoKindeseg s, i� Project Manager cc: File (Proposals), Lubbock — Soo Soon, B&V Field — Rich Houghton & Field P.Q. Box 1600 0 Keiler, Texas 76244 0 Metro (817) 379-1897 Metro (817) 379-0610 Fax Eagle Contracting, L.P. SEWRP -Lubbock Date: September 18, 2008 Job No. 171 Proposal: PCW01 R Work Description. Valving & Fire Hydrant Additions to the Potable Water System Ref. Field Order No.1 of June 13, 2008 (Revised Scope of Supply dated 7-22-08) MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY TITY Plant 4 - Potable Water Chances I "Drawing Sheet 12 of 291" "Add new 12" GV S.of PC#2 - Revised" Four Man Crew for two days 64 mhs Misc. Excavation (IQx1Ox11) 38 CY Hand Excavation 3 CY Pipe Embedment 8 TN Regular Backfili 37 CY Haul Excess Dirt to On -Site Stockpile 6 TY Spread & Compact Stockpiled Dirt 4 CY Cut into existing 12" DIP 1 i 5 Install 12" Solid Sleeve w/Megalugs 1 EA Re -Install existing DIP 1 ' LS Install 12" Gate Valve wlMegalugs 1 LS Remove & Dispose of cut-out DIP 1 LS Install 12 mil Polywrap on Pipe & Valve 1 LS Tracer Tape 1 LS Install new Valve Extension Stem 1 EA Install PVC Extension Stem Protector 1 EA Install 2-Piece Valve Box 1 EA Concrete Ring @ Valve Box 1 LS Note: No Va. Numbering included Small Tools 5% of Labor 1 LS Bac-T Testing 1 LS Rubber Tired Backhoe/Loader 0.10 mo Rubber Tired Loader 0.10 mo Dozer 0.10 mo "New 6" FH N.W.of Pnm.Clar.#2" Four Man Crew for three days 96 mhs Misc. Excavation (1Ox10x11) 38 CY Hand Excavation 3 CY Pipe Embedment 8 TN Regular Backfill 37 CY Haui Excess Dirt to On -Site Stockpile 6 TY Spread & Compact Stockpiled Dirt 4 CY Install 12" Solid Sleeve wlMegalugs 1 EA Install 12" MJ wlMglg's x 6" FLG. Tee 1 EA Concrete Thrust Block @ Tee 1 EA Install 6" F x F 45 Elbows 2 EA Install 6" x 4'-1" F x F DIP Spool 1 LS SEWRP - Lubbock 0.00 0.00 15.50 124.00 0.00 7.50 45.00 0.00 0.001 314.271 314.271 0.00 1,752.171 1,752.11 5.00 5.00 138.401 138.40 48.88 48.88 112.03 112.03 21.70I 21.70 133.25 13325 35.00 35.00 0,00 1,049.60 52A8 150,001 150.00 1,000.001 100.00 4,600.00 j 460.00 3,300001 330.00 15.50 7.50 314.27 524.11 30.00 127.51 302.86 0.00 0.00 124.00 0.00 45.00 0.00 314.27 524.11 30.00 255.02 30266 16.40 35.00 16.40 1,049.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 000 0.00 0.00 0.00 0.00 0,00 35.00 0.00 0,00 0.00 1,574.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0,00 0.00 Install 6" F x MJ GV w/Megalug Install new Valve Extension Stem Install PVC Extension Stem Protector Install 2-Piece Valve Box Concrete Ring @ Valve Box Note: No Va. Numbering Included Install 6" x 5'-00" PE x PE DIP Install 5'-6" SS Tie Rods Install 6" x 6-00" Tali FH w/Megalug Concrete Pad under Fire Hydrant Install 12 mil Polywrap - Pipe, VIv.B FH Tracer Tape Bac-T Testing Note: No Painting of FH Included Note, No Bollards @ FH Included Small Tools Rubber Tired Backhoe/Loader Rubber Tired Loader Dozer TOTALLABOR TOTAL LABOR W/O BURDEN LABOR BURDEN/BNFTS - 52% TOTAL LABOR TOTAL MATERIALS TOTALSUBCONTRACTS SUBTOTAL INSURANCE @ 2-1/2% SUBTOTAL OH&P@15% SUBTOTAL 1 1 1 1 1 1 2 1 1 1 1 1 1 0.15 0.15 0.15 CONTRACT TIME EXTENSION REQUEST = 0 DAYS LS EA EA EA LS EA EA EA LS LS LS LS LS rno mo mo SEWRP - Lubbock 508.23 112,03 21.70 133.25 35.00 ' 122.10 45,24 1,609.51 35.00 138.40 48.88 150.00 i 1,574.40 ' 1,000.00 4,600.00 3,300.00 508.23 112.03 21.70 133.25 35,00 0.00 122.10I 90.48 , 1,609.511 35.00 � 138.401 48.88 15a.oa 0.00 0.00 78.72 150.00 690.00 495.00 j 0.00 0.00 9,835 74' 35.00 , i 0.0C 0.0( 0.0( 0.0( 0.0C 0.0( 0.0( 0.0C GO( 0.0C 0.0( 0.0 C 35Ac 0.0( 0.0C 0.0C 0.00 0.00 0.00 0.00 0.00 2,694.00 0.00 1,400.88 4,094.88 9,835.74 0.00 348.27 14,27B.89 2,141.37 16,420.26 0.00 16, 420.26 -- BLACK & VEATCH building a world of diHerence— ENERGY • N'ATEB • INWIMAPON + 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: RECD J U L 23 2008 B&V Project 140092,6100 B&V Fite G-1.6 July 22, 2008 Subject: Field Order No. 1 — Water Line Valves/Hydrants Revision 1 We are in receipt of the cost proposal from Eagle Contracting dated July 1, 2008 to complete the work identified in Field Order No. 1, issued June 5, 2008, The Contractor is being requested to revise the submitted cost proposal to reflect the changes below. • The City of Lubbock has provided to Eagle one 12-inch gate valve for installation. This valve should be reflected in the cost proposal. • Five of the new valves will be removed from the request, These valves are: y 12-inch gate valves north and south of the Plant 4 IJV Disinfection facility 12-inch gate valve east of the Intermediate Lift Station 12-inch gate valves north and south of BNR No. 3 Remove the Plant 3 potable water changes. Per Note 6 on Sheet CY2 (Sheet 11), any fire hydrants that are removed for construction activities are to be replaced. The Field Order requested that the existing hydrant at Secondary Clarifier No. 2 be replaced with a new hydrant. The request has been revised to reinstall the existing hydrant, as originally provided in the Contract Documents. Remove the costs associated with installing a new hydrant. • Per Sheet DY3 (Sheet 51), the fire hydrant at the southeast corner of BNR Train No. 2 is to be demolished, Field Order No. 1 provided a new hydrant by Primary Clarifier No. 2 to replace the removed hydrant. The request has been revised to install the existing hydrant from the corner of BNR Train No. 2 at the southwest corner of BNR Train No. 3. See the attached drawing. The cost proposal should reflect the installation of the existing hydrant in the new potable water line. If you have any questions or concerns, please feel free to call me at 214/570-7076. Sincerely, BLACK & VEATCH Laura A. Stratton, P.E. Engineering Manager LAS Attachments cc: Rich Houghton, B&V, pdf copy Soo Koon Soon, COL File Black & Veatch Corporation 9441 LBJ Freeway, Suite 114 Dallas, TX 75243 USA - Telephone: 214,570 7000 - ----- --------- ------ ---------------- -- ---- ------- r#d--------- ----- - ------ -------------------- Ae ;Z_ J KEY cr _tM" ON ...ip - -.-..---.- - - --- -------- ------ - -- -------- , — fll l.r— I _.' -- . -21. _. All CY2 w W ,gee. --------- ------------- I r, r_ +� � �J; � I F M] NOr g�• '�� f r A � /rrni wvfA r ! + ! L v- -� J \_ _ __ � R [ 16 E `117 •4�V ,\'�� � \ J uo wr+v�uxr�e 4�f]_ wli t]l] f lli a' J f II z oiesm.r� s-7� w IL yiAfl __-_ 7 n 1i-. 1 f -�r •- - i OL by ol f � . e xr M 3 .,,. I IV r S 1,..m .ww,r, I ra lrelo/e . lerr.0 tA- '�� ' I � rrn.n marreocu r 11tl �S�i`. ! r , r i rb ar..wr • A', ` --------- i /� 9 j r• . arrar ) ___________. -__�- f �� _ —__ _ _ ., aarc .,u.�or srmrx ve r p� L. qi,b_ a�.,ar ('• rra� c � - - rtaa-- _ ---q ----- -- ---- rs,r.K _---- --- --- I r • �' �,� \ '� . L- i // ear a py '� > 1 • i i .off k i mr c.ls ti � �, ... � � � 9 � � El) n r -------------- ae• x - - - ___ p _ �...la�rr... � � {nrrw. � � L., ua. - _ _. _ _ _ _ _ _ - - mrt•[rf�er b zi 3, a m.WCr is ��/j t- - f�.211.3➢r J+.9owa ./Ks —�lV.a J r vim--- Nydran$ M I, bei W e2�� 773-— `4�r', Z. YI �� Wv""c.✓ �.. V v.,cw � L-r�---•, � i ,...wxr An re Of 291 LUBBOCK, TEMS ra L a4cK V j SOuTHEAsr WATER RECLANVION PLANT IMPROVEMENTS I I I CONMkCT No. 0 sl TEA-DAX PLANT 3 VA9D PIPING PLAN Yahoo! Mail - g.grant@eaglecontractinglp.com Page 1 of I ,t300L SMALL BUSINESS Print - Close Window q�LASubject: Fire Hydrant for Field Order No, 1 Date: Fri, 12 Sep 2008 11;57:32 -0500 From: "Stratton, Laura A." <StrattonLA@bv.com> To: "glenn grant"<g.grant@eaglecontractingip.com> CC: "Houghton, Richard H." <HoughtonRH@bv.com>, "Soo Soon" <SSoon@mail.cl.lubbock.tx.us> Glen n, Due to the condition of the existing fire hydrant that was requested to be installed on the new potable water line at the southwest corner BNR No. 3 basin, the fire hydrant is row requested to be a new hydrant. Please revise and resubmit your cost proposal accordingly with the new hydrant. Laura Laura Stratton, P.E.* Black & Veatch 9441 LBJ Freeway Suite 114 Dallas, TX 75243 214-570-7076 *licensed in Texas and Louisiana http,//b5.mail.yahoo.con/ym/eaglecontractinglp.comIShowLetter?box=lnbox&Msgld=3481 _59689318 _55... 9/12/2008 A culvu:'ivlall '� g.�ltlilL�WGa�lG�VlllltlL:L11Y�'11J,(,:Udll rage I or In6T400,1 SMALL su-SlWess Print - Close Windo GLASSlt From: "Bruce Terrell - 1107 HOUSTCNWW" <bruce,terrell@fergu50n,c0m> Subject: Ernall Bid# B111924 To: g.grant@eaglecontractingip.com Date: 30 Jun 2008 11:54:51 -0400 REVISED PRICES TO MATCH. Price Quotation # 8111924 Ferguson Waterworks #1232 10077 West University Drive McKlnney, TX 75071 Phone: 972-434-2600 Fax: 972-434-2612 Bid Igo.......: B111924 Bld Date...: 06/24/06 Cust Phone: Quoted By: DDR Terms.......,.: NET 107H PROX Customer.: PLANT QUOTING Ship To......,: PLANT QUOTING PROJECT QUOTATIONS PROJECT QUOTATIONS EULESS. TX 76040 EULESS, TX 76040 Cust PO#..: Job Name.: SE WATER RECLAMATION Item Description Quantity Net Price UM Total PLT 4 POTABLE WTR Sl-7T' J 1 OF 291 MJSSLA12 I2X7-112MJC153 S14ORTSLV L/A 1 87.430 EA 87.4. E2012PV 12 MEGALUG F/ C900APS PVC 2 98.520 EA 197,0, MJ13GP12 12 M.1 BOLT & GSKY Pl<Cj L/ GLAND 2 14.900 EA 290 AFC2512MMLAOL 12 MJ RW DI OL GATE VLV rJA 1 :525.330 EA 1525.3: W/OPER NUT E2012PV 12 MFGALUG F/ C900/1PS PVC 2 98.520 EA 197.0, MJBGPI2 12 MJ BOLT & GSK.T PKG Ll GLAND 2 14.900 EA 29.81 APW3788 37X200 8 ML POLYWRAP F/ 14 - 18 1 138,400 RL 138.41 PNDTWU 6X1000 NON DET TAPE - WTR 1 48,880 EA 48.81 SVLBl000N0000fN 10 VLV STEM EX-r'D1 LCKNUT SET 1 112,030 EA 112.0: 1 71 VBB . VLV BX BOOT 1 63.070 EA 63.0' E71 VBEUY 6X9 VLV BX EXT 1 46.810 EA 46.8 E71 VBLW VLV BX LTD WTR 1 23.370 EA 23.3. 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CLARIFIER #3 MJSSLA12 12X7-1/2 M1 Cl53 SHORT SLV UA 1 87.430 EA 97.4 E2012PV 12 MEGALUG F/ C900/IPS PVC 2 98,520 EA 1970 MJBGPI2 12 MJ BOLT & GSKT PKG L/ GLAND 2 14.900 1 EA 29.8 MJFTLA 12U 12X 6 MJXFLG C ] 53 TEE L/A 1 297.270 1 EA 297.2 B2012PV 12 MEGALUG F/ C900APS PVC 2 98.520 EA J97.0 MJBGPI2 12 MJ BOLT &, GSKT PKG LJ GLAND 2 14.900 EA 29.8 SP-DFF040401FFP 6"X4'1"FXFDI SPLT06 SP 1 302.860 EA 302.E AFC2506FM'LAOL 6 FLG X MJ RW OL GATE VLV UA 1 419,710 EA 419.7 El 106 6 MEGALUG F/ DJ 2 26.110 EA 52.2 MJBGPtJ 6 MJ BOLT& GSKT PKG U GLAND 2 9,970 EA 19.9 VSE10 ] 0 FT VLV STEM EXT 1 112,030 EA 172.0 E71VBB VLV BX BOOT 1 63,070 EA 63.0 E71 VBEUY 6X9 VLV 13X EXT 1 46.810 EA 46.8 E7IVBLW VLV BX LID WTR 1 23.370 EA 23.3 SDR35PU14 16X14 SDR35PVC GJ SWR PIPE 10 2.172 FT 21.7 MJFTLA 12U I 12X6 MJXFLG C 153 TEE L/A I I 297,270;EA 297.2 E2012PV 112 MEGALUG F/ C90011PS PVC 2 98.52U I EA 197,0 MJBGP 12 112 MJ BOLT & GSKT PKG U GLAND 2 14,900 1 EA 29.8 POLYWItAPS16 *0506 16 POLYWRAP 37X200 FT 1 139.400 EA 138.4 12 MIL PNDTWU 16XI 000 NON DET TAPE - WTR 1 48.890 EA 48,9 SVLB I000N0000M 10 VLV STEM EXT DI LCK NUT SET 1 112.031 EA 112.0 D060500BECB 6 X 51- () PEXPE DIP CL BT 1 122.100 CA 122.1 http://b5.mail.yahoo.coin/ymfeaglecontractinglp.comlSbowLetter?box=Inbox&MsgId=5316_15999223_14.., 6/30/201 -y anoot mail - g.granT(a,eaglecontractinglp.com Page 3 o SS4A'rRFLJ 3/4X6 SS 304 ALL THRD ROD 12 T540 FT 90.4 SDR35PUI4. __ __ _ - .. -- 6X14-SDR35-PVC-Cil-SWR'PIPC---- - _ - _ _ ..-- _ - -- _'1.0. — __._ . - _2.'T7i. _FT 21.7 IvIA423LAOLU 5-1/4 VO A423 HYD 60 BURY OL L/A 1 1575.290 EA 1575.2 F4U 6 DI 125l1 CI 10 FLG 45 BEND 2 92.800 EA 185.E El 106 6 MF,GAI,UG F/ DI 2 24.245 RA 48.4 MJBGPU 6 MJ BOLT & GSKT PKG L/ GLAND 2 9.970 EA I M FBSETU 3/4X3-1/3'BOLT SET F/ 6 FLG 6 13.838- EA SM FNWR150FFGAU 6 RR 1/8 FF 150# GSKT 6 3.5i6 EA 21J "ADD NEW 12" GV E. 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E71 VB13 VL,V BX BOOT 1 63,070 LA 63.0' http://b5.mail. yahoo.cor/ym/caglecontractinglp.conVShowLetter?box=Inbcx&Msg1d=5316_15999223_14... 6/30/20( � nii�u; rvlau - �.�,rt�ri;�Ct�g�ec�ncracungip.Com ?age 4 of 671 VBEUY 6X9 VLV BX EXT t 46.810 E 46.8 E7i'VBLV1. . - - - VLVBX'LID WTR" SDR35PU14 6X14 SDR35 PVC GJ SWR PIPE 101 2.171 IFT 1 21,7 "ADD NEW .12" GV S. OF BNR0 " MJSSLAI2 12X7-1/2 MJ C153 SHORT SLV L/A 1 87.430 EA 87.4 E2012PV 12 MEGALUG F/ C900/IPS PVC 2 98.520 EA 197.0 MJBGPI2 12 M1 BOLT & GSKT PKC; L/ GLAND 2 14.900 EA 29.8 AFC2512MMLAOL 12 MJ RW DI OL GATE VLV L/A 1 I525.330 EA 1525.3 E2012PV 12 MEGALUG F/ C9004PS .PVC 2 99.520 EA 197.0 MJBGPI2 12 M1 BOLT & GSKT PKG L/ GLAND 2 14.900 EA 29.8 SVLB 1000N0000rN 10 VLV STEM EXT DI LCK NUT SET 1 112.030 EA 112.0 E71 VBB VLV BX BOOT 1 63.070 EA 63.0 E71VBEUY 6X9 VLV BX EXT 1 46.810 EA 46.8 E71 VBLW VLV BX LID WTR 1 2-1.370 EA 23.3 SDR35PU14 6X14 SDR35 PVC GJ SWR PIPE 10 2.170 FT 21.7 "ADD NEW 12" GV'S S OF PC 2" MJSSLAI2 12X7-I/2 MJ C i53 SHORT SLV L/A l 87.430 EA S7.4 E2012PV 112 MEGALUG F/ C900/IPS PVC 2 95.520 EA 197.0 MJBGPI2 12 M.T BOLT& GSKT PKG L/ GLAND 2 14.900 EA 29.8 AFC2512MMLAOL 12 91 RIAI D1 OL GATE VLV UA 1 1525.330 EA 1525.3 E2012PV 12 MEGALUG F/ C900/IPS PVC 2 98.520 EA 197.0- MJBGP12 12 M.1 BOLT 8: GSKT PKG L! 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F4U 6 DI 125# C110 FLG 45 BEND 2 96.170 EA 172.3, FBSETU 3/4X3-1/3 BOLT SET F/ 6 FLG 6 I3.838 EA 81C FNWR150FFGAIJ 6 RR 1/8 FF 150Tk GSKT 6 3.516 EA 21.11 SDR35PU14 6X 14 SDR35 PVC GJ SWR PIPE 14 2.171 FT 30.3 MJSSLAU 6X7-1/2 MJ C153 SHORT SLV L/A 4 41.943 EA 167.7 E 1 106 6 MEGALUG F/ D 1 S 24.243 EA 193.9- M.TBGPEI 6 MJ BOLT& GSKT PKG1J GLAND 2 9.970 EA 19,91 APC2506MMLAOL 6IYIJ RW DI DL GATE VLV L/A 2 421, D25 EA 842.0: El 106 1 6 MEGALUG F/ DI 4 24.243 EA 96,9' MJBGPIJ 6 N1J BOLT & GSKT PKG LI OLAND 4 9.973 EA 39.8: MJ']`L.AU 6 M.1 CI 53 TEE LIA 2 90.730 EA 181.41 E 1106 6 MEGALUC, F/ DI 4 24.243 EA 96.9' MJBGPU 6 MI BOLT & GSKT PKG U GLAND 4 9.973 EA 39,8(. AFT350P1J 6 CL350 / CLa0 CL DT FASTFFE PIPE 150 15.713 FT 2356,9: E71VBB V1.V 13X BOOT 2 0.000 EA E71 VBCUY 6X9 VLV BX ENT 2 0 000 EA E71 VBLW VLV BX LID M-7R 2 0.000 EA VSfSC) 6 F I' VLF' S1TM FXT 2 0,D00 LA SDR35PM4 6X14 SDR35 PVU GJ SVVR PIPE 14 2.170 FT 30.31 Net Total: Tax: Total: 33797.88 0.00 33797.68 http://b5,mail, yahoo, corn/ym/eaglecontractinglp.conVShowLetter?box=Inbox&Msgid=53 1615 999223_14... 6/30/200 It auuui tvltw -8.61tuil�wcnirlu�%uuu'nauu,�lp.uult� rage b of uo a prices are bese upon -receipt of e total of uantfty" ofr i-It�iadl-ate ship eenf`jd8-hoursy.r9RfFMENTW1fEYCFK0 48 HOURS SHALL BE AT'THE'PRICE IN EFFECT AT TIME OF SHIPMENT. QuotatlDns are offered contingent upon the Buyer acceptance of Seller's terms -and conditions. Seller 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 thi manufacturer. SELLER DISCLAIMS ALL EXPRESS OR'IMPLIED WARRANTIES, INCLUDING ALL IMPLIED' WARRANTIES OF MERCHANTABILITY AND FITNESS OR FITNESS FOR A PAR'rICULAR PURPOSE, IN NO EVENT WILL SELLER BE LIABLE'FOR,ANY'INCIDENTAL, PUNITIVE, SPECIAL OR CONSEQUENTIAL DAMAGES ARISING'DIRECTLY OR INDIRECTLY PRO M-THE=DPERATION�OR,USE,OFTHE`PROD UCT. SELLER'S '-LIABIE ITY,,-IF-ANYTSHALL. BE'LIMITED TO THE'NET SALES PRICE RECEIVED BY SELLER. Com"blete Terms and Conditions are available upon request or can be viewed on the web at www.ferguson.cornlsales•terms.html. http:lfb5,mail.yahoo.comlymlcaglecontractinglp.com/ShowL.ettcr?box=Inbox&MsgId=5316_15999223_14,.. 6/30/20C BLACK & VEATCH building a world of differenceT4 kNERGY . WATER . NF,iR%1AT'CN . Gl7 FANMFNT 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 September 5 2008 Re: Grading Modifications at the IMLS As discussed in the Progress Meeting on September 4`h, the grading between the intermediate Lift Station and the Intermediate Lift Station Electrical Building will be revised. The revision will reduce the slope between the facilities and allow for improved truck and personnel access between the structures. The change includes the removal of the sidewalk along the east side of the Intermediate Lift Station Electrical Building and the addition of a retaining wall and stairs to accommodate the change in grade. Please refer to the attached figures for the revisions. We request that Eagle review the information and provide a cost proposal to complete the work Once the cost proposal has been received and accepted, the work will be added by change order Please contact me if you have any questions at 214/570-7076. Sincerely, BLACK & VEATCH CORPORATION -i Laura A Stratton, P E. Engineering Manager cc: Rich Houghton, B&V. pdf copy Soo Koon Soon, COL, pdf copy John Kelley, PSC, pdf copy File Black & Veatch Corporation 9441 LBJ Freeway, Suite 114 Dallas, TX 75243 USA Telephone 214 570 7000 lllC! GUTrER / �B,4 XARDPO< 6 * ST CONTR E•°F•. r£� P / JOHN S- KELLEY r►� �•. 48072 f 0 '•� C 5- r It1S •,... AL•� ...G�ti N 7268`3 85 _-- -96 2853. 7 - N- 7266830.02'- 6264 . 79 S� N 7268998 101 CRUSHED 30' 20' 10' 0 30, 60' SCALE 1"=30' PROJECT NAME: SEWRP SHEET: 1 ISSUE DATE: 12 AUG 2008 PROJECT ADDRESS:. REVISIONS: LUBBOCK, TEXAS PSC PROJECT #: 01-2680-C6 B" (3) 44 E:4RS EL=55.44 C(WTINUOUS 45 @ 12' EL--54,00 TOP Of APHALT ............I .............. 41CFAEL ROLAND HOLDER ........................... -S ••. 93654 t P EL=53,00 (3) 04 84RS CONTINUOUS v p v CY 4 D P b P a X RETAINING WALL NO SCALE MA TCH Ma OF RETAINING NG4L SrDEIf K L 5' 12- CO I�OUS CANTINTM fL=55.44 ;a a EL=54.85 YATUi TOP Of FOOTING tl4 @ i2' EL254.35 TOP ' OF ASPHALT I�4 � r2• if 12' STAIRS DETAIL NO SCALE PROJECT NAME: SEWRP SHEET: 1 ISSUE DATE: 12 AUG 2008 PROJECT ADDRESS:. REVISIONS: LUBBOCK, TEXAS PSC PROJECT #: 01-2680-06 September I8, 2008 Black & Veatch Corp. 9441 LBJ Freeway — Suite 114 Dallas, Texas 75243 Attn: Ms. Laura Stratton RE; Southeast Water Reclamation Plant Improvements Contract ITB 9 07-730-BM — Project # 92126 The City of Lubbock, Texas Black & Veatch Corporation Subj.: Proposed Contract Modification (PCM-05) per Black & Veatch Letter of 9-5-08 (Grading Modifications at the IMLS) Dear Laura, Eagle Contracting, L.P. requests the Total Lump Sum Amount of Two Tliousand One Hundred and Forty -Five Dollars ($2,145.00) to install the Grading Modifications between the IMLS and IMLS Electrical Building as described in the Black & Veatch Letter of September 5, 2008. With Kindest ect Manager cc: File (Proposals), Lubbock --- Soo Soon, B&V Field — Rich Houghton & 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 Job No. 171 Work Description: Grading Modifications at the IMLS Ref. Black & Veatch Letter of 9-5-08 Qrgdlng_changes at the IMLS Delete Sidewalk east of IMLS Elec.Bidg. Delete concrete Delete Reinforcing Steel Delete 4" Edge Forms Delete Asphalt Curb & Gutter S.E,IMLS Delete concrete Delete Reinforcing Steel Delete Edge Forms Add Retaining Wall S.E. of IMLS Additional Excavation Addtional Backfill Footing Concrete Footing Edge Forms Add Reinforcing Steel Footing Wall Wall Forms Add Reinforcing Steel Add Step S.E. of IMLS Step Concrete 8" Edge Forms Add Reinforcing Steel Add Asphalt Paving to take the place of the sidewalk removed TOTALLABOR TOTAL LABOR W/O BURDEN LABOR BURDEN/BNFTS - 52% TOTAL LABOR TOTAL MATERIALS TOTAL SUBCONTRACTS SUBTOTAL INSURANCE @ 2-1/2% SUBTOTAL OH&P@15% SUBTOTAL I 2 ' cy 240 lbs 431 If 1 cy 38 lbs 28 If 6 5 1 20 98 1 98 w/above cy cy cy sf lbs cy sf lbs Date: September 18, 2008 Proposal: PCM-05 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ' (107.0 (43.00)j (0.5 1 (1.0 (107.0 (7.00 (0.5 (1.0 18.00 107.00 2.00 0.55 107.00 4.00 w/above 1 cy 107.00 4 If 1.00 20 lbs 4.00 0.55 19 8y's 75.00 TOTAL I j CONTRACT TIME EXTENSION REQUEST = 0 WORKING DAYS SEWRP - Lubbock (214,00 (25.00 (132.00 (43.00 w/above 0,00 0.00 (107.00 (25.00 (20.90 (28.00) w/above 0.00 0,00 0,00 6.00 0.00 12.00 107.00 25.00 40.00 w/above 53.90 107.00 25.00 392.00 w/above 0.00 0,00 0.00 107.00 25.00 4.00 wlabove 11.00 0,00 1,425.00 0.00 (50.00 0.00 0.00 0.00 0.00 (25.00 0,00 0.00 0.00 0.00 36.00 60.00 25.00 0.00 0.00 25,00 0.00 0.00 0.00 0.00 25.00 0.00 0.00 0.00 0.00 0.00 0.00 96.00 0.00 96.00 49.92 145.92 1,702.00 I 279.58 1 2,145.00 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-1.5 September 5, 2006 Re: Grading Modifications at the ULS As discussed in the Progress Meeting on September 4", the grading between the Intermediate Lift Station and the Intermediate Lift Station Electrical Building will be revised, The revision will reduce the slope between the facilities and allow for Improved truck and personnel access between the structures. The change includes the removal of the sidewalk along the east side of the Intermediate Lift Station Electrical Building and the addition of a retaining wall and stairs to accommodate the change in grade. Please refer to the attached figures for the revisions. We request that Eagle review the information and provide a cost proposal to complete the work. Once the cost proposal has been received and accepted, the work will be added by change order. Please contact me if you have any questions at 2141570-7076, Sincerely, BLACK & VEATCH CORPORATION l� Laura A. Stratton, P.E. Engineering Manager cc: Rich Houghton, B&V, pdf copy Soo Koon Soon, COL, pdf copy John Kelley, PSC, pdf copy File Black & Veatch Corporation N41 LBJ Freeway, Suite 114 Dallas, TX 75243 USA • Telephones 214.570.7000 CY14 QUT'rER ,/ B, 4 XARDPOS 6 F,� ST CONTM 8�154 _. ..•-I N 726883r.: 962853.7 1 -7266830. 02-. 9628§�. 79 s, h N 7268998 E 962830 101 CRUSHED ...........................* i r JOHN S. KELLEY 00 ►� �;:. 48072 �I�F �OErs`��`�,��•J 30' 20' 10' 0 30, 60' �, zG SCALE 1 "=30' r■■rlrnnfeuar n! •■rrrwulerru■rrr ■■■lrfnniwralr■rrr PROJECT NAME: SEWRP SHEE7: 1 e■■fnffunwrlar■ ISSUE GATE: 12 AUG 2008 ■■leeiiwillr■!■!■i i �; ��� ``".nar >.e�. PROJECT ADDRESS:. REVISIONS: :I =_.::. ;.:.: LUBBOCK, TEXAS it info r\ �� �■ iRai:::�fri:i■ais: ASC PROJECT #: 01-2680-06 f!n/■rinrilf■rrf■f L ........ �'� rfil� I EL=55,44 (3) 04 84AS WlAkais EL=54. 00 TOP OF APHAL r b d /615 b R=53.DO (3j #4 M CONTINUOUS p 'a ' A R A w N C 3' RETAINING WALL 140 SCALE MATCH FACE OF f�TAlNrhq WA! L sraEwAtx 5• rz f d4 TIAE cavrr�us ELa55. E4 ra• EL=K 65 YArCH TOP OF FOOTING �4 @ EL=54.35 rOP 4 OF ASPtw r B4 @ T2• TV STAIRS DETAIL vn .srAt w urwwsuuwrwrrrrw rrunrrsnrrrrru :::i:I:yai:::::ai: PROJECT NAME: SEWRP SHEET; t ...rrrw..rr.a..rr. ISSUE DATE. 12 AUG 2008 E ;: ; i. ,C PROJECT ADDRESS; REVISfONS: ri to irrrr . .1 .::. ': f.:,: LUBBOCK, TEXAS :� :;.r �+ ?' �� rr oww ♦. a iw PSC PRCJECT : Of—2680-06 �irf :w�rra"Nod. rrrrwrrrrrrrarrwwM BLACK & VEATCH building a world a! difference- FNFRGY . AIM FR . !NFORMANGN . GTAMNWNT 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 October 31, 2008 Re: Grading Modifications at the IMLS, Revised As discussed in the Progress Meeting on September 4"' and October 1 ", the grading between the Intermediate Lift Station and the Intermediate Lift Station Electrical Building will be revised The revision will reduce the slope between the facilities and allow for improved truck and personnel access between the structures. The change includes the removal of the sidewalk along the east side of the Intermediate Lift Station Electrical Building, the addition of a retaining wall and stairs, and grading revisions. Please refer to the attached figures for the revisions. We request that Eagle review the information and provide a cost proposal to complete the work. Once the cost proposal has been received and accepted, the work will be added by change order. 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 Gary Smith, B&V, pdf copy Soo Koon Soon, COL, pdf copy John Kelley, PSC, pdf copy File Black & Veatch Corporation 9441 LBJ Freeway. Suite 114 Dallas, TX 75243 USA Telephone. 214.570.7000 N = 7268859,05 E = 9&2797.77 j+ 52 +97 52.44TS J 53.04TAIT.SirC ° S � 5 53. 17TS 53. 92TA1 TC 53. 54.04TA)TC 53.47TAIT5ITC a ygya N 7268832.98 E 962770.99 ya• yg' r� y� NCT ON X G h`' a CONC PAD DROP LIP CURB ImLS 80LL.ARD CYi4 AND GUTTER VALLEY ELECTAICAL 0, A- a�P y GUTTER \$ o 9UILDING s y� IMLS 2 Gi GUARDRAIL Y co ARDRA L 5Dri - by N 7268793.19 a• g ppty E 962814. 77 55 G S by. yg. r �9 .sa y aQ ff]•� o yya• yg• a �. Q,,p� •� RETAINING 55 59TC Jsj� WALL �]"'• 'i?r� 'Try OG„7 T r J HN l p . O ;��i 20 0 20 40 C E N Sti.G�?.r SCALE 7"=20' .rr.rr..r...rr. ■rrrrrrrrrrrrrr ■rrrrrrrHHH: PROJECT NAME: SEWRP SHEET: 1 ■rrrrrrrrrrrrr■ brrrrarrrrrrr■ ■urrrrsurrrr ISSUE DATE: 28 OCT 2008 fr��rur��ur�� :a 3 PROJECT ADDRESS:. REVISIONS: rrrrrr r. .r mu LUBBOCK, TEXAS Arr• r rr+Mr , rir� �Y Y rr 1■ PSC PROJECT #: 01-2680-06 ■rrrrrrrnuar■ Cl -99 AA OF r...... ....................... ,,MICHAEL ROLAND HOLDER /I�:......93654 .... 4Dr ���A 'j (3) I14 BRAS CONTINUOUS 4 q5 H 12' ° EL=54.00 TOP OF APHALT • a d q a EL=53.00 (3) k4 BARS CONTINUOUS ' 4 d' P �da a v � p • fV P p o q b D A 3' RETAINING WALL NO SCALE 44TCH FACE CF SIDEWALK� RETAINING VIALL 5" 12" 04 6ARS EL=5� 5 44 TF CONTINUOUS o 18' P EL=54.85 MATCH TOP OF FOOTING #4 p 12' h 4 9 EL=54.35 TOP m OF ASPHALT #4 @ 12' 72' JI STAIRS DETAIL NO SCALE ■uursrrrrrurrr■ ■urrrrr"nrurrrr ■rr'rrrrrrrrsrrr"" PROJECT NAME: SEWRP SHEET: 2 ■■rrrrrrrrrrrrrtr■ ISSUE DATE: 28 OCT 2008 PROJECT ADDRESS:. REVISIONS: rf ■i ■ •.■ Irt■■ LUBBOCK, TEXAS ■1 ■rr■ ■■ ■ 1= 1r PSC PROJECT #: 01-2680-06 ■rrrrruuirrrrrrr ■rurrrrurrarrrr■ SAY CUT AAD � 0` f'.0. 1'-0. TACK COAT ;1, /-- 04 @ 12' OCE5'i � a • i •EXISTING TYR NEW ASPHALT ASPHALT PAVEMENT SECTION 6' PORTLAND CE'nENT CONCRETE PAVEMENT (4000 PSI) PAVEMENT 8" LITHE STABILIZED CCUPACTED SUBGRADE (95% ASTd 5698) CONCRETE VALLEY GUTTER NO SCALE 5'-0" 51—o" 51-0" SECTION- CONCRETE VALLEY GUTTER WITH CURB NO SCALE �.... O N .Sa...r rr .F48072 :"70 `�, NA � 1 ✓'Z� 'T•'� ■rrsrrrrrrrurru■ rrrsrrssrrrrurur rr.rrrrrrrrrrrrrr■ ■rrrrrrrarrrrrrrr■ ■rsrrrrrrrrrrrrrrr ■rrrsrrsrrrrrsrsr■ ■rsrsrrr.srsrsrr.r rr .. . .. rlk ■k l �■ i k■ 1■ rl rl ■. �.■ krrr■ ■k a. �f Hsu■ ■1 ■r1■ ii . Ir .r ■k rrr■ �I • '� ■■ .k .rrr. .. .. rrrrrrrsrrrrrrrdsr Ikrrsrsrrrs.rruw■ CONCRETE VALLE) :UTTER SECTION CONCRETE VALLEY GUTTER WITH CURB NO SCALE PROJECT NAME: SEWRP SHEET: 3 ISSUE DATE: 28 OCT 2008 PROJECT ADDRESS:. REVISIONS: LUBBOCK, TEXAS PSC PROJECT #:01-2680-06 II&S ELECTRICAL. 8LILOING 55.52 FF 54.90 55.44 TOP OF 55.44 54,93 SIDEWALK FOOTING 54.85 TOP OF 54,85 NEW ASPHALT NFi4 ASPNAL 7 FOOTING 54.85 f A PA VE,�sEN T PAVEMENT 54.35 M53,69 �54,35 53.69 BOTTTIONGO53.35 �54.053.29 80TTOU OF FOOTING 5135 SECTION AT NORTH SIDE OF IMLS ELECT BLDG LOOKING SOUTH NO SCALE VALLEY GUTTER }YI TH CURB EXIST ASP PfALT PAVENfNT ,..4L T PAVEMENT DETAIL SECTION AT SOUTH SIDE OF IMLS ELECT BLDG LOOKING EAST NO SCALE i # ... �+ 072 E Ns 'v wrrrio.rarwar■rrrwrroorwarr rrrrrr .i..■.rrr..rr..w.. PROJECT NAME: SEWRP SHEET: 4 ■rrrrirrrrwrrrrar■ ■i■wru■urwrrru■ ISSUE DATE: 28 OCT 2008 ■iirrrr■■rirrri■ri itrrrwrwri■w■twit■ , ■r .w• err •■■ PROJECT ADDRESS:. REVISIONS: w! ■1 . ,. . li i■ r ;Non.: LUBBOCK, TEXAS wl ■\ ! r' `+°' " ' PSC PROJECT #: 01-2680-06 w■u■urrrr■.u.r airr■■rriwrr■r■■s■ 36"X36") JUNCTION 4' CONC PAL CONDUITS PLAN -JUNCTION BOX AT IMLS NO SCALE 36"X36"X18° 15" JUNCTION Box FILL WITH CONC --� cv TOP OF WALL 6" SCHED 40 STL - PIPE, PAINT RED o AFTER INSTALLATION CONDUITS 4` CONC PAD rt� r.... lOHN S KEYT (p It 1 N•• Q� ..� 72 �,4. o • I-----! F . C E 1 / o..... E�� x SECTION -JUNCTION BOX AT IMLS t, NO SCALE ■uswrrwrr■rrwrw■■ u ur■■■■■■■uro .rr■"""■■"'""'■ PROJECT NAME. SEWRP SHEET: 5 ■r■r■■rr■R■■■rrr■■ ■■rwrrrrr■rwr■r■rr ISSUE DATE: 28 OCT 2008 su■r■wrrrour■r■ : PROJECT ADDRESS:. REViSiCN& r� r� ■ .r■ rw■u LUBBOCK, TEXAS .,::.....,Y,. " "■" " ' PSC PROJECT #: 01--2680-06 ar■wwr■■r■ir■rr■rr ■r■r■r■r■■■r■■rrra November 12, 2008 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 4 92126 The City of Lubbock, Texas Black & Veatch Corporation Subj.: Proposed Contract Modification (PCM-05) per Black & Veatch Letters of 10-31- 08 & l I-11-08(Grading Modifications at the IMLS) Dear Laura, Eagle Contracting, L.P. requests the Total Lump Sum Amount of Five Thousand Eight Hundred and One Dollars ($5,801.00) to install the Grading Modifications between the IMLS and IMLS ]Electrical Building as described in the Black & Veatch Letters of 10-31- 08 & 11-I1-08. With Kindest Regards, ant 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 Job No, 171 Work Description: Grading Modifications at the IMLS Ref. Black & Veatch Revised Letters of 10-31-08 & 11-11-08 ACTIVITY QUANTITY Grw iri changes at the IMLS Delete Sidewalk east of IMLS Elec.Bldg. Delete concrete 2 Delete Reinforcing Steel 240 Delete 4" Edge Forms 43 Add Guard Rail @ N. end of Elec. Bldg. 1.00 Add Asphalt Paving to take the place 19 of the sidewalk removed Delete Asphalt Curb & Gutter S.E.IMLS Delete concrete 1 Delete Reinforcing Steel 38 Delete Edge Forms 28 Add Retaining Wall S.E. of IMLS Additional Excavation 6 Addtional Sackfill 5 Footing Concrete 1 Footing Edge Forms 20 Add Reinforcing Steel 98 Footing Wall 1 Wall Forms 98 Add Reinforcing Steel wlabove Add Step S.E. of IMLS Step Concrete 1 8" Edge Forms 4 Add Reinforcing Steel 20 Guard Rail @ Step I 1 Note: We have deleted the 8" Lime Stabilization and increased the thickness of the concrete valley gutter to 8" and placed this gutter on the compacted subgrade that the Asphalt Paving sits on. Delete Asphalt @ Valley Gutter f 21 Valley Gutter Edge Forms 192 8" Valley Gutter Concrete 5 Valley Gutter Reinforcing Steel 351 9" Curb - 151f 18 Add 9" Curb Concrete 1 Curb Reinforcing Steel 20 Add Junction Box Concrete 1 Date: November 12, 2008 Proposal: PCM-05 MATERIAL TO -AL LABOR TOTAL UNI7 PRICE MATERIAL UNIT PRICE LABOR SUBCONTRACT $ Cy 107.00 (214.00) (15.00)I (30.00' Ibs (43.00) (0,55) (132.00) 0,00 if (0.65) (27.95) (3.75) (161.25'' Is 1,085.00 1,085.00 120.00 120.00 0.00 0.00 Sys 75.00 1,425.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 cy (107.00) (107.00) (25.00) (25.00'' Ibs (7.00) (0.55) (20.90) 0.00 If (0.65) (18.20) (3.75) (105.00. 0.00 0.00 0.00 0.00 cy 0.00 6.00 36.00 cy 0.00 12.00 60.00 cy 107.00 107.00 35.00 35.00 sf 0.85 17.00 3.00 60.00 lbs 18.00 0.55 53.90 0.00 cy 107.00 107.00 9.OD 9.00 sf 1.90 186.20 3.00 294 DO Ibs wlabove 0.00 0.00 MD 0.00 0.00 0.00 cy 107.00 107.00 35.00 35.00 if 0.65 2.60 3.75 15.00 Ibs 4.00 0.55 11.00 0.00 Is wlabove 0.00 35,00 35.00 0.00 0.00 0.00 i 0.00 0.00 0.00 0001 0.00 i 0.00 0.00 f ' 0.00 0,00 0.00 0.00 0.00 i 0.00 Sys (75,00) (1,575.00) 0.00 If 1 0.65 124.80I 3.75 720.00 cy 107.00 535.00 35.00 175.00 Ibs 63.001 0.55 193.05� 0.00 If 1 0.651 11.70 3.75I 67.50 cy 107.00 i 107.00 50.00 50.00 Ibs 4.00 0.551 11.00 1 0.00 0.00 l 0,00 cy 107.00 107.00 35.00 35.00 SEWRP - Lubbock JB Edge Forms 10 If 0.65 6,601 3.75 37.50 Add Bollards 1 Is w/above 0.00 300.00 300.00 Paint Bollards 2 ea 100,001 0.00 0.00 0.00 0.00 TOTALLABOR TOTAL LABOR W/O BURDEN LABOR BURDEN/BNFTS - 52% TOTALLABOR TOTAL MATERIALS TOTALSUBCONTRACTS SUBTOTAL INSURANCE @ 2-1/2% SUBTOTAL OH&P@15% SUBTOTAL 2,1 CONTRACT TIME EXTENSION REQUEST = 0 WORKING DAYS SEWRP - Lubbock 1,762.75 2,102.70 139.00 l Proiect Chanae Order - Detail J Job F315 Marlin WTP Property of Seguin Fabricators, Ltd (Variation Ref. Equals RFQ 1) Change Order ref. RFQ 1 Description HR & bollard @ IMLS Date created 11/11/08 Date received 11/11/08 Internal / External External Status Request Created by RANDY Customer PO number Customer ref Engineer ref Architect ref Invoice number Invoice date Payment date Notes email 11-11-08 from Glenn Grant Dear Randy, Page # 1 11/11/08 13:47:00 Estimated value $1,085.00 Agreed value $0.00 Attached is a copy of a letter from the Engineer that requests changes to the Grading at the IMLS and IMLS Electrical Building. The changes include added Bollards and base mount handrails. Please get me your pricing. Thank You, Glenn Grant Eagle Contracting, L.P. IMLS Elec. Bldg 15 If Handrail @ North end 4 if Handail on East side @ (1) step IMLS (2) Pipe Ballard 6" sch 40, 8'-6 long, shop coat primer Cost $ 1,085.00 Please let us know if this RFQ is accepted so we can incorporate the changes. Thanks, Randy Smith This report was generated by FabTro1 MRP software. Forproduct information. cau (541) 485.4719 or visit www.fabtr l.co PDF created with pdfFactory Pro trial version www.software)abs.com l Proiect Chanqe Order - Detail 1 Job F315 Marlin WTP Page # 2 Property of Seguin Fabricators, Ltd 11/11/08 13:47:00 This report was generated by FabTrol A?RP software. For product information, calf (541) 485-4719 or visit www fabtro! com PDF created with pdfFactory Pro trial version www.softwarelabs.com B,LAGK & VEATCH ~ builirl awor-Idefdifference- 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 October 31, 2008 Re: Grading Modifications at the IMLS, Revised As discussed in the Progress Meeting on September 41" and October 1 "', the grading between the Intermediate Lift Station and the Intermediate Lift Station Electrical Building will be revised. The revision will reduce the slope between the facilities and allow for improved truck and personnel access between the structures. The change includes the removal of the sidewalk along the east side of the Intermediate Lift Station Electrical Building, the addition of a retaining wall and stairs, and grading revisions. Please refer to the attached figures for the revisions. We request that Eagle review the information and provide a cost proposal to complete the work. Once the cost proposal has been received and accepted, the work will be added by change order. 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 Gary Smith, B&V, pdf copy Soo Koon Soon, COL, pdf copy John Kelley, PSC, pdf copy File Black & Veatch Corpora lion 9441 LBJ Freeway, Suite 114 Dallas, TX 75243 USA Telephone 214.570.7000 9 N = 7268859.05 962797.71 Pr 4 % �F� sz.•,aer � i / 62. 44TS _ 53,04rArr5tTC o y + M 53.92TAITC . y, y y�,• 53. 9T9 CI +, I 54.04TAITC 53.41TAITSJrC M 7268832, 98 sezaa . y,yy• 2 r yti JUNCTION BD y5. CONC PAD DROP GIP BURS 64 qt BOLLARD CY14 AND GUTTER VALLEY �, �4 l ms = ya1P r ' ELECTRICAL BUTTER \ d 13UTLDING h IMLS 2 oll GUARDRAIL ' 41 GAR RA SLY'71 a {y o `A N 7266793.19 04 1,ei yy�`' y. Qp{y E 9628 4. 7 .�. Rz o1 y• y 1y 6 . • � 4'S yid' a4 .pD"� � J+� 4aM R14. 0' r' �RE7RINING of fi ':OB, �F TF�1tt eJ?OHN 072 a 20 0 20 40 r tt�,i5' C,ENS ',,�� %ft/ONAL0-:- SCALE SCALE i"=20' ■rrrrrrurrrrr■.��a ■■rrr■r■rrrr■r■ ■ ■■rr■rr■■rrrrrr■rr PROJECT NAME: SEWRP SHEET: 1 .rn■■urrr■ ar■■r ...rrr..■r■.■..■.. ISSUE DATE: 28 OCT 2008 rnurrra■■usyr■ , I ;: Is ;I: r: PROJECT ADDRESS:. �� REVISIONS: it r'si�r,�i ia��■nLUBBOCK,TEXAS r+ ��■� n � r■ i■ i.uB�OCK ;I :.A.. "'All " .. PSC PROJECT #: 01-2680-06 ■ururr■rirruiu ■rs■rrr■000rru p�;11 rENU dICHAEL W6L HOLCERo' .................... .of -SS . 93654 I EL=55.44 v (3) #4 SARS CONTINUOUS #5 @ f2" EL=54,00 TOP OF APFWLT D .v A EL=53,00 (3) #4 SAAS CONTINU0U5 v� ' v ' A 3' RETAINING WALL NO SCALE !MATCH FACE OF AETAINJN6 SIDEWALK L 5" 12 tL_ CO PARS CONTINUDUS EL�55.44 R=64.85 MATCH TOP OF FOOTING #4 @ 12" EL=64.35 TOP ' w OF ASPHALT #4 @ 12' i2° STAIRS DETAIL NO SCALE rrlerr■urau■rea■ PROJECT NAME: SEWRP ■r■a u■r■ara■lr1■r ■aar�larrlrrrrrrrr PROJECT ADDRESS:. ■� ri ■. �u t■ru ■i qa \r rr■.r rl u.a. Ir•s■ eBOCV I.I Vu fL, TEXAS ■I :!■f " ■ �: Ir ■a rru ■ u ■u ■■1■erei■aa■ir■ rallrru■■r■asrrra SHEET: 2 ISSUE DATE: 28 OCT 2008 REVISIONS: PSC PROJECT #: 01-2680-06 SAW CUT AND 1`- 0" rAGrc caar #4 @ 12" OCEW ve q JL_ EXISTING TYP NEW ASPHALT ASPHALT PAVEMENT SECTION p PORTLANO CEMENT CONCRETE PAVEMENT (4000 PSI) PAVEMENT � B. ZTVEA8JLrZEO COMPACTED�- SUBGRAOE (B ASTM 0698) CONCRETE VALLEY GUTTER NO SCALE a SECTION- CONCRETE VALLEY GUTTER WITH CURB NO SCALE f[j M4 ,. ....... ,.,�v-;: ....:'•i a '-' , #4 @ 12' 111t\ t of r`�i �...... •.S •.� OUTTERTS VALLEY P•••;} +� • � GUTTER SECTION TYP NEW ASPHALT d'•48072 t„�d PAVEMENT SECTION Io�FC V CENSF'����'� 1`%%/ONA V-.:-. CONCRETE VALLEY GUTTER WITH CURB NO SCALE ror■mmaugmrrrrrr rgguomumrmaoorr uuagrrnrnsur■ PROJECT NAME: SEWRP SHEET: 3 agraa"rg�rrrrmrgr■ aaugatg.auggugrr ■rrrmusrrrrorrrr ISSUE DATE: 28 OCT 2008 PROJECT ADDRESS:. REVISIONS: u °� tm ,sore ■+ a .. ,gr ,rare LUBBOCK, TEXAS it � i Iiw Il ' " ••"• •, ' - �• sr smog. .ri rg a PSC PROJECT : 01 �-•2680-D6 sgggrgmruruui smrmsorgrraororrrr IurS ELECTRICAL BUILDING 55.52 FF 54.9D 55.44 TOP OF 55.44 54.93 SIDEWALK FOOTING 54.85 TOP OF 54.85 NEW ASPHALT FOOTING 54.85 f PAVELIENT 54,85 / 54.35 53.59 53.59 BOTTOM OF FOOTING 53.35 BOTTOM OF FOOTING 53. SECTION AT NORTH SIDE OF IMLS ELECT .BLDG. LOOKING SOUTH NO SCALE NEW ASNAL T PAVEvENT ,54. 04 VALLEY CUTTER WITH CURB EXIST ASPHALJ PAVEMENT SEE ASPHALT PAVEUENT DETAIL SECTION AT SOUTH SIDE OF TMLS ELECT BLDG LOOKING EAST NO SCALE OF '.*'................... *+j gyp. i t a`. 07' /ONA`E G\}r ruarrKrrsrrrar PROJECT NAME: SEWRP SHEET: 4 rrrrrruurrarr ■s���rr��inrii ISSUE DATE: 28 OCT 2008 PROJECT ADDRESS:. REVISIONS: ■. �r err:■ LUBBOCK, TEXAS r..■ I► , 1. PSC PROJECT #: 01-2680-06 �irr�rrrrr■rrr■ 36736718" JUNCTION! BOX La 00 411 CONC PAD 6' BOLLARD 143" 000 000. Ooa 000 000 CONDUITS PLAN- JUNCTION BOX AT IMLS NO SCALE 36"X36"Xl8" JUNCTION 80X. FILL WITH CONC 61j SCHED 40 STL PIPE, PAINT RED c� AFTER INSTALLATION v N 4' CONC PAD 5� ..ems}if i t �. w �i ...JOHN..S: a 8072 783t fl�tc /CeNSE.'� ' �,�</ONL ~Lg � SECTION -JUNCTION BOX AT IMLS NO SCALE rrrr■auua■uuaa onrr■rrrrrarrrra PROJECT NAME: SEWRP SHEET: 5 r■a■r■■arr■■NNNNNr ISSUE DATE; 28 OCT 2008 :::: r:a::r■r■rN■:r ■ " ' PROJECT ADDRESS: , REVISIONS: ■1 ■t 4 �■ � 1■ 1■ r1 of III. t■■a■ ■1 ■. I'll1■aaa LUBBOCK, TEXAS at pliry u 1 Ir la r1 "" " ' '" n r■u. da■ PSC PROJECT #: 01-2680 OG a ■u■r■■ra■rrra■aa .■■s■■■u■■ar■■ao TOP OF WALL 0 cri CONDUITS 6K—, l� � C t "100, �� { 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. 055 Spec Section Page No. Para. Drawing No. CY2 and attached Sketch of 36" Washwater Drain Piping CONTRACTOR REQUESTS: ® Information ❑ Interpretation ❑ Clarification We will need to add a 36" 22'/1 degree bend to facilitate missing the existing electrical ductbank and tying back into the pipe at the existing Washwater Detention Basin. I have included a hand sketch that shows how we would like to route this piping. Is this routing acceptable? CONTRACTOR'S PROPOSED SOLUTION: REQUESTED BY: DATE: 10/31/08 ENGINEER'S RESPONSE: P9 Information ❑ Interpretation ❑ Clarification For the items described above or in the attached material referenced: Based on review of the information provided and discussions with the RPR, it appears that this request is reasonable. Contractor shall submit a cost proposal for the additional work. RESPONSE BY: Laura A. Stratton DATE:11/04/2008 5:45andIREagle Contracting FgesUob FlleW 71 - Lubbock WWTMRFIVAF1.055 -Reroute 361nch wastewater dWn pipe.doc i0 /3r /09- f �x1STr'rr6 LI ns = SIC 1nitO F, a� r$7JrvG 1 j I % 1 �.r� oi. Ex+S� N,�•` �t�.i`c�`R Liw� F fLo[.c 9c1 C�a�r+tr`r�� 1 ' 1 %r c November I8, 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.: Proposed Contract 'Modification (PCM-06) — Re-route the 36" Washwater Drain To miss the existing Utilities Dear Laura, Eagle Contracting, L.F. requests the Total Lump Sum Amount of Six Thousand Five Hundred and Sixty -One Dollars (56,561.00) to re-route the 36" Washwater Drain around the Existing Utilities. With Kindest Regards, f �r enn Grant ,Project Manager cc: File (Proposals) & Field P.O. Box 1600 & Keller, Texas 76244 0 Metro (817) 379-1897 0 Metro (817) 379-0610 Fax Eagle Contracting, L.P. SEWRP - Lubbock Job No. 171 Work Description: Add 36" DI MJ 22 112 Elbow on 36" Washwater Drain Ref. Date: November 18, 2008 Proposal: PCM-C6 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS SUBCONTRACT Re-route 36" Washwater Drain Line to miss existingsjtilities Re-route 36" Washwater Drain Purchase 22 112 Bend Cat 330 Track Hoe Fuel, Oil & Grease - 30% of Rent TOTALLABOR TOTAL LABOR W10 BURDEN LABOR BURDEN/BNFTS - 52% TOTAL LABOR TOTAL MATERpALS TOTAL SUBCONTRACTS SUBTOTAL INSURANCE @ 2-1/2% SUBTOTAL OH&P@15% SUBTOTAL 20 1 0 025 1 mh's is mo Is CONTRACT TIME EXTENSION REQUEST = 4 WORKING DAYS SEWRP - Lubbock a.oa 4,811.00 4,811.00 j 7,900,00 ' 197.50 197.50 i 59.25 0.00 0.00 5,Q6 6 i 16.40 328.00 0.00 0.00 0.00 0.00 0.00 328.00 0.00 i 328.00 17a.56 49856 5,067.75 0.00 5,566.31 139.16 5,705,47 855.53 6,561.00 0.00 5,561.00 Yahoo? Mail - g.grant@eaglecontractinglp.corn Page i of 1 "V2JX40 li SMALL BUSINESS cLSVC Print -Close Wrndow Date: Tue, 18 Nov 2006 C7:45:12 -0800 (PST) From: "Venn grant"<g.grant@eaglecontractinglp,com> Subject: Re: T & M - 36" X 22.5 DEG ELL To: "Ron Bray" <r.bray peaglecontractinglp.com> Dear Ron, Do you have a quote that I can include with this change order for the 22 112 elbew and two 36" rnegalugs? If so please e-mail it to me so I can include in the cost for this work. Thanks, Glenn Grant Eagle Contracting, L.P. Ron Bray <r.bray@eaglecontracUnglp.com> wrote: Glenn, We completed the re-route of the 36" Wash Water line at the new Plant UV structure last week. The additional work was to install a 36" x 22.6 deg bend to allow us to miss the utilities not shown correctly on the drawings. I have forwarded you the material cost from Lonestar Pipe. The labor was: Arturo Delira - 4 hours Oscar Juarez - 4 hours Antonio Reyes - 4 hours Jose Izzigueri - 4 hours 330 trackhoe - 4 hours The work entailed rolling a 90 deg ell from the WW Tank down 22.5 deg. cutting a short piece of 36" pipe, beveling the ends and placing the 22.5 deg bend. Hope this enough information. After speaking with Rich yesterday I believe they are waiting for the cost. Sorry form the delay on my part Regards Ron ittp://b5.rnai2.yahoo.com/ym/eaglecontractingIp. corn/ShowLetter?box=Sent&MsgId^3112_ 183 65390_242... 11 /I 8/2008 11/19/2308 10:17 8067444934 EAGLE C❑NTRACTING PAGE 03/03 Nov 11 20015 .12: 50FP1 1-0111!3TAR PIPE FFIHRI CNT I DIY 81 74383:738 ✓a • 1�� LONESTAR PIPE FABRICATION, INC. Invoice 211 Sansom Blvd. Sagimw, TX. 76179 Date Invoice 9 - 11I6/2008 999 Bill TO 'EAOL$ CON1'RACTINO 607 S. FEARSON KF,,LLIER, TX 76248 i Ship To EAGLE CUNIRACT NO 3603 (RIAV F A.VENUE LO"OCK, TEXAS 79404 ATTN: RCN B AY PC. No, Torms Ship pate ship Via 171.30319 Nct 30 111W2008 DrRECT Qty I unit Description FOB Loriestar Job # TFA 793 Tag # Rota Amount 1 TOT AS LISTED BELOW: 4,811.00 4,811.00 1 EACH 36" NIJ C153 CEh4ENTLiNl.1)/ B1T OUT 22 1/2 DEQIME 0,00 0.00 BEND 2 EACH 36" RES'CRAJNINGACC SETS (STAR GPJPS) 0.00 0100 RCYtlittA71 CE: JLonestar Pipe Fabr!r,%W n, Inc, Total P,O, 8OX 79230 $ G,81 ],00 Saginaw, TX 16179 Ph: 617-4394575 Pare: 817•439.3738 December 10, 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.: Proposed Contract Modification (CMR-10) -- Add new Gearboxes (for Electric Actuation) to six existing Slide Gates at the Flow Distribution Area of the Headworks Dear Laura, Eagle Contracting, L.P. proposes to add new Gearboxes and adaptor plates, that will accept the new Electric Actuators, for existing Slide Gates SD-1440, SD- 1441, SD- 1442, 143 0, SD-1431 and SD-1433 for the Total Lump Sum Amount of Twenty Seven Thousand Eight Hundred and Forty Dollars ($27,840.00). This work is required to provide support for the new Electric Actuators for these gates that meets specific design requirements recornmended for electric actuation. The existing means of support were after market additions that do not meet electric actuation standards (if you remove the rusted stand from under the electric actuators the actuator would fall to the ground). This addition of new gearboxes will eliminate the need for the existing rusted out support stands that exist to support the three existing actuators. This change will also include providing the AL- ISO flex connectors for the interconnecting rods at no additional cost.. With Kind:?prls, ant 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 I Eagle Contracting, L.P. SEWRP - Lubbock Date: December 10, 2008 I Job No. 171 Proposal: CMR-10 Work Description: Add 2 Gearboxes for each of 6 existing Slide Gate for Electric Acutation at the Flow Distribution Area of the Headworks. Ref. Contract Drawing HW6, Note #2 and Specification Section 16114 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY OHANTITY IINITt CIIRrrWrOArr 9: % Gearboxes for Electric Action 0.00 0.00 for six existing Slide Gain at the Flow DlM +utlon Area of the Headworks Hydro Gate Quote for Additions 1 Is 22,704.00 22,704,00 0.00 0.00 0.00 Installation of the 12 new Gearboxes 36.00 mh 0.00 16.70 601.20 on six existing Slide Gates 0.00 0.00 0.00 22,704.00 TOTAL LABOR f 601.20 TOTAL LABOR W/O BURDEN 601.20 LABOR BURDEN/BNFTS - 52% 312.62 TOTAL LABOR 913.82 TOTAL MATERIALS 22,704.00 TOTAL SUBCONTRACTS 0,00 0.00 SUBTOTAL 23,617.82 INSURANCE @ 2-1/2% 590.45 SUBTOTAL 24,208.27 OH & P @ 15% 3,631.73 SUBTOTAL 27,840.00 0.00 TOTAL 27,840.00 SEWRP - Lubbock 7010 Broadway, Sulte 400, Denver, CO 80221 . Phone: (303) 28&7873 . Fax. (303) 287-8531 • www.hydrogete.com December 10, 2008 Glenn Grant Eagle Contracting 607 S. Pearson PO Box 1600 Keller, TX 76244 Reference: Flow Distribution Structure Clarification to Change Order #3 Hydra Gate Order No. 1105252HP SE WRP, Lubbock, TX Please refer to the attached revised change order. As per our phone conference with Laura Stratton and Pat Sullivan of Black 8 Veatch t have deleted the second line referring to providing new gearboxes for the manually operated gates. The following is an explanation of the equipment proposed by Hydro Gate in Change Order #3 and the equipment to be supplied by Hydro Gate according to our scope of supply. The equipment Hydro Gate is proposing to provide according to Change Order #3 for the six (6) gates to be electrically actuated. Each gate will be supplied with one (1) 90' gearbox with motor flange for mounting the electric actuator, one (1) slave gearbox, two (2) adaptor plates for mounting the gearboxes to the existing gate yoke and tapping of the two (2) stem nuts to match the existing stems. The equipment Hydro Gate is supplying according to our scope of supply for all eight (8) of the gates. Each gate will be supplied with two (2) stem covers, two (2) couplings and one (1) stainless steel tandem shaft. Plan drawing HW6 Note 2 also requires the bolt assemblies to be replaced; I am assuming these are for mounting the existing lifts to the existing gate yoke. These will also be supplied. Plan drawing HW6 Note 2 also has a requirement for bolts for the stem covers to be replaced this requires clarification since it appears that there are not any bolts required to mount the stem covers. The tandem shaft couplings specified on drawing HW6 are undersized for the gates that are specified to be motorized. Hydro Gate requests the engineers permission to supply the Loyjoy AL- 150 couplings for all of the shaft couplings. This Includes the gates that will remain manually operated. Please advise us of your decision on how we should proceed. Contact me if you have any questions. Sincerely, Verne R. Singer Actuation Engineer (303) 288 7873 Ext. 235 Pc: Fife #1105252HP, HEA Information contained herein Is CONFIDENTIAL to Hydro Gate Corporation. 7010 Broadway, #400; Denver, CO 80221 • Phone. 303-288-7873 . Fax: 303-287-8531 . www.hydrogate.com Change Order #3 Rev A DATE: December 10, 2008 PAGES: 1 TO: Glenn Grant ORDER NO: 1105252HP FIRM: Eagle Contracting FROM: Susan Dye FAX: (817) 379-1897 PHONE: 303-288-7873 Ext. 245 JOB: SE WRP, Lubbock, TX FAX: 303-287-8531 o Urgent K For Review o Please Reply/Comment o Please Recycle DWG NUMBER DESCRIPTION CREDIT ADDER Adder for six (6) replacement gearboxes and 1105252-19 adaptor plates. $22,704.00 $3,784.00 Each TOTAL CREDIT: $ 22,704.00 Please confirm your acceptance of this Change Order by signing and retuming a copy to Hydro Gate. Change Order accepted by t to Its 7010 Broadway, Sufte 400, Uen"r, Co 60221 . Phone: (303) 288-7873 • Fax: (3W) 287-8531 . www.hydTogate.com November 11, 2008 Glenn Grant Eagle Contracting 607 S. Pearson PO Box 1600 Yeller, TX 76244 Reference: Flow Distribution Structure Drawing HW6 and Gate Schedule 15114-S01 Hydro Gate Order No. 1105252HP SE WRP, Lubbock, TX in reference to gate tags SD-1430, SD-1431, SD-1433, SD-1440, SD-1441 and SD-1442; Hydro Gate has researched the requirements and we feel that the issues involved In retro-fitting the existing gate gearboxes need to be addressed. The gearbox arrangements with the electric actuator as shown in the attached pictures were not supplied by the original gate manufacturer. The gate gearboxes that have been motorized are an aftermarket modification and they do not meet specific design requirements recommended for electric actuation. The existing gearboxes are designed formanual operation; in order to properly mount the electric actuator a motor flange is necessary for a suitable installation. Currently only four of the six gates specified to be motorized have aftermarket modifications to mount the required actuators. Modifications to the two gates that are manually operated was not specified nor included in Hydro Gate s scope of supply. According to Addendum #3 The listed gates are existing. The actuators only are being replaced. The tandem shaft couplings specified on drawing HW6 are undersized for the gates that are Specified to be motorized. It appears in the attached photo that the gates that were modified were supplied with solid shaft couplings; this type of installation Is not recommended. The proper shaft coupling for motor operation will need to be utilized and was not included In Hydro Gate s scope of supply. In picture 001, that you provided, if you look at the gate yoke in the back ground and to the right, it appears that the main input gearbox is missing, I believe this is for gate SG-121. Please confirm the condition of this gearbox. Hydro Gate If requested will supply the equipment as quoted and specified but will be unable to warrant the installations due to possible equipment failure. Hydro Gate recommends supplying new gearboxes with the proper motor flanges, stainless steel shafts, larger shaft couplings, stem covers and adaptor plates. If we can be provided with thread samples the original gates stems can be utilized or, If so desired replaced with new stems. Please advise us of your decision on how we should proceed. Contact me If you have any questions. Sincerely, Verne R. Singer Actuation Engineer (303) 288 7873 Ext. 235 Pc: File #1105252HP, HEA Information contained herein Is CONFIDENTIAL to Hydro Gate Corporation. . 1 wRi• � 111 `•." y TM%t���� ON . TV { At y '- .- It✓ •� If � III *''�''�` c.t_ �,}h���l ..l �--:s%',.`�I f- -, �T:� it , �__ � � _ i _° � �• �-, t, e -'- - - �i. %�. _ •.'[i:S`? 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