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HomeMy WebLinkAboutResolution - 2011-R0447 - Change Order To Contract - Eagle Contracting LP - SW Water Reclamation Plant - 10/13/2011Resolution No. 2011-RO447 October 13, 2011 Item No. 5.10 RES01 BE IT RESOLVED BY THE CITY COUNCIL .�. I Illi �I I I vi 1.1 1-1 i'. THAT the Mayor of the City of Lubbock is hereby authorized and directed to execute for and on behalf of the City of Lubbock, Change Order No. 12 to that certain Contract No. 8119 by and between the City of Lubbock and Eagle Contracting, L.P., for the Southeast Water Reclamation Plant Improvement, and related documents. Said Change Order No. 12 is attached hereto and incorporated in this resolution as if fully set forth herein and shall be included in the minutes of the City Council. Passed by the City Council on October 13, 2011 TOM NtARTIN, MAYOR ATTEST: "Qec� _9X_ Rebe a Garza, City Secret APPROVED AS TO CONTENT: / 2) IL r] - Marsha Reed, P.E., Chief Operating Officer APPROVED AS T FORM: Chad Weaver, Assistant City Attorney vw:ccdocsfRES.ChgOrd#12 Contract -Eagle Contracting, L.P. September 28, 2011 Resolution No. 2011-RO447 October 13, 2011 Item No. 5.10 RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock is hereby authorized and directed to execute for and on behalf of the City of Lubbock, Change Order No. 12 to that certain Contract No. 8119 by and between the City of Lubbock and Eagle Contracting, L.P., for the Southeast Water Reclamation Plant Improvement, and related documents. Said Change Order No. 12 is attached hereto and incorporated in this resolution as if fully set forth herein and shall be included in the minutes of the City Council. Passed by the City Council on October 13, 2011 TOM ARTIN, MAYOR ATTEST: P_av�� Rebe a Garza, City Secret APPROVED AS TO CONTENT: t f wa:4- fff Marsha Reed, P.E., Chief Operating Officer APPROVED AS T FORM: Chad Weaver, Assistant City Attorney vw:ccdocs/RES.Chg0rd#12 Contract -Eagle Contracting, L.P. September 28, 2011 CITY OF LUBBOCK CHANGE ORDER Change Order #: 12 Contractor: Eagle Contracting, L.P. Date: September 23, 2011 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 raising the Secondary Clarifier 3 scum well, providing end stops on the Headworks monorail systems, providing bypass pumping, updating the primary clarifier sludge blanket programming, adding restraint on the waste activated sludge discharge piping, leaving the cabinet for RTU-6 in place, adding individual meters to the waste activated sludge pumps, modifying the multistage blower suction pipe, revising the operating time on the Flow Distribution Structure actuators, providing an additional transformer at the UV Disinfection structures and replacing the transformer for the Secondary Sludge Pumping Station, adding retention screens at the anoxic zone weirs, repair of primary sludge pump P-4111, leaving a portion of the existing Plant 4 filters in place, replacing the heat tracing on the existing nonpotable water line at BNR 1, raising the wall at the Plant 4 filter effluent boxes, repair of primary scum pump P-4112, adding discharge chutes to the grit cyclone, not installing primary scum pump P-4103, not installing thickened waste activated sludge pump P-2503, not repairing the Primary Clarifier elastomeric liner, and not seeding the site. The total cost of this change order is $148,443.84. Change Orders must either be negotiated in the best interest of the City of Lubbock or put out for public bid by the Purchasing Department. Where the Change Order is negotiated, the Change Order must be fully documented and itemized as to costs, including material quantities, material costs, taxes, insurance, employee benefits, other related costs, profit and overhead. ITEMIZED COSTS MUST BE FULLY DOCUMENTED AND ATTACHED TO THIS FORM. ITEM DESCRIPTION AMOUNT A. ORIGINAL CONTRACT VALUE: $ 43,520,000.00 B. AMOUNT OF THIS CHANGE ORDER: Council approval required if over $25,000 $ 4 $4 C. PERCENT OF CONTRACT VALUE THIS CHANGE ORDER (B/A): D. AMOUNT OF PREVIOUS CHANGE ORDERS: $ 1,130,868.47 E. TOTAL AMOUNT OF ALL CHANGE ORDERS (B+D): $ 1,279,312.31 F. PERCENT OF CONTRACT OF ALL CHANGE ORDERS (E/A): 25%Maximum G. NEW CONTRACT AMOUNT (A+E): $ 44,799,312.31 It is mutually agreed that the above dollar amount and the time extension, as applicable, as set forth in this Change Order constitutes full compensation to the Contractor for all costs, expenses and damages to the Contractor, whether direct, consequential or otherwise, in anyway incident to, or arising out of or resulting directly or indirectly; from the work performed or modified by the Contractor under this Change Order. 5/1 (5) CAPITAL 15ROJECTS MANAGER Change Orders over $25,000 require a Contract Cover Sheet and the following signatures: CITY OF L�CK may- - A S . 10/13/11)X-10/13/11 (7) M — Date (8) CITY �CRETARY Date Council Date: October 13, 2011 Agenda Item #: 5.10 Resolution #: 2011—R0447 PUR-045 (Rev 02/06) BLACK & VEATCH building a World of difference - ENERGY WATER INFORMATION GOVERNMENT City of Lubbock, Texas Southeast Water Reclamation Plant Contract No. 6 Mr. L. Wood Franklin, P.E. City of Lubbock P.O. Box 2000 Lubbock, TX 79457 Mr. Franklin: Resolution No. 2011-RO447 B&V Project 140092.6100 B&V File G-1.9 September 26, 2011 Subject: Change Order 12 Attached with this letter are four (4) signed copies of Change Order No. 12, which is the final change order for this project. This change order involves the following items. 1. As requested by the City, the scum well at Secondary Clarifier 3 will be raised so that the top of well elevation matches the elevation of the existing two secondary clarifiers. This will allow all three clarifiers to have the same scum operation. Eagle provided a cost proposal of $8,544.65 to complete the work. The following documents are attached to support this change. • Letter dated August 24, 2010 from Glenn Grant (PCM-72) with the cost breakdown. • Letter dated September 7, 2010 from Glenn Grant (PCM-72R) with the revised cost breakdown. 2. As discovered during construction activities, end stop details were not provided in the Contract Documents on the monorails for the screen hoists at the Headworks. Additionally, when the hoist representative came to the site to field check the hoists, they recommended that rubber stops also be added at the end stops to meet OSHA requirements. Eagle provided a cost proposal of $2,136.76 to complete the work. The following documents are attached to support this change. • RFI-132 with response from Black & Veatch dated October 15, 2010. • Letter dated October 22, 2010 from Glenn Grant (PCM-76) with the cost breakdown. 3. In order to provide a safe working area for the personnel, Eagle requested to utilize bypass pumping for the installation of the Plant 3 filter influent line. This line ties into the existing Plant 3 secondary clarifier effluent line at EPS 2. Prior to completing this tie-in, the City requested that Eagle install the new Plant 4 Filter Bypass line so that the plant staff could have maximum flexibility in discharging treated effluent from the plant during the installation of the Plant 3 filter influent line. The installation of the Plant 4 Filter Bypass line was out of sequence and required bypass pumping to keep Plant 4 in operation. Eagle provided a cost proposal of $44,588.11 to complete the work. The following documents are attached to support this change. • Letter dated October 20, 2010 from Glenn Grant (CMR-17) with the cost breakdown. • Letter dated December 21, 2010 from Laura Stratton responding to CMR-17. • Letter dated December 22, 2010 from Glenn Grant commenting on the December 21 st response. • Letter dated January 10, 2011 from Glenn Grant (CMR-17R) with the revised cost breakdown. Black & Veatch Corporation - 9441 LBJ Freeway • Suite 114 • Dallas, TX 75243 USA • Telephone: 214.570.7000 Black & Veatch Corporation - Registration No. F-258 City of Lubbock, TX Mr. L. Wood Franklin, P.E. Page 2 B&V Project 140092.6100 September 26, 2011 4. Based on discrepancies in the Contract Documents, the programming needed to be updated for the primary clarifier sludge blanket instruments to match the wiring diagrams. Eagle provided a cost proposal of $1,231.79 to complete the work. The following documents are attached to support this change. • RFI-130 with response from Black & Veatch dated October 4, 2010. • Letter dated November 12, 2010 from Glenn Grant (PCM-77) with the cost breakdown. 5. The pump supplier for the waste activated sludge pumps recommended that additional thrust restraints be supplied at the Tee on each discharge line to prevent the overhead piping from vibrating. The thrust restraints will help support the pipe and prevent failures from vibration. Eagle provided a cost proposal of $3,285.28 to complete the work. The following documents are attached to support this change. • Letter dated September 30, 2010 from Chris Cortez requesting the installation of thrust restraints • Letter dated November 12, 2010 from Laura Stratton providing a design for the thrust restraints. • Letter dated November 17, 2010 from Glenn Grant (PCM-78) with the cost breakdown. • Letter dated January 10, 2011 from Glenn Grant (PCM-78R) with the revised cost breakdown. • Letter dated May 6, 2011 from Glenn Grant (PCM-78R) with the revised cost breakdown. 6. Due to the long shutdown time required to replace RTU-6 in the Solids Building, only the SCADApak will be replaced. The existing cabinet will remain in place. Eagle provided a credit of $3,000.00. The following documents are attached to support this change. Letter dated November 19, 2010 from Glenn Grant (PCM-79) with the cost breakdown. 7. In order to allow additional process control of the wasting of sludge from Plant 4 over current operation, the plant staff requested that individual meters be installed on each of the new waste activated sludge pump discharge lines. Eagle provided a cost proposal of $47,194.25 to complete the work. The following documents are attached to support this change. • Letter dated October 27, 2010 from Laura Stratton requesting the addition of the meters. • Letter dated November 22, 2010 from Glenn Grant (PCM-80) with the cost breakdown. • Letter dated February 21, 2011 from Glenn Grant (PCM-80R) with the revised cost breakdown. 8. During construction activities, it was discovered that the suction line for the new multistage blower interfered with the door for the existing stationary filter. In order to address this conflict, the blower suction piping was modified and the stationary filter was relocated. Additionally, details to fill in the hole in the plenum wall from the old demolished blowers were not provided in the Contract Documents. Direction was provided for Eagle to fill in this opening. Eagle provided a cost proposal of $16,714.80 to complete the work. The following documents are attached to support this change. • RFI-128 with response from Black & Veatch dated December 10, 2010. • Letter dated January 10, 2011 from Glenn Grant (PCM-81) with the cost breakdown. City of Lubbock, TX Mr. L. Wood Franklin, P.E. Page 3 B&V Project 140092.6100 September 26, 2011 9. After the actuators for the existing slide gates at the flow Distribution Structure were delivered, it was discovered that the operating time differed from the specified time. The actuator operating time was longer than the specified operating time. This longer operating time was determined to be acceptable and the supplier offered a credit for the difference. Eagle provided a credit of $1,000.00. The following documents are attached to support this change. • Letter dated January 26, 2011 from Laura Stratton accepting the 200 second operation. • Letter dated January 20, 2011 from Glenn Grant (CMR-18) with the credit. 10. During construction activities, it was discovered that the loads for the new heaters at the UV Disinfection facilities were not included in the panel schedules. This resulted in several transformers being undersized. Two additional transformers will be added at the UV Disinfection facilities, one at each location. The transformer at the Secondary Sludge Pumping Station will be removed and replaced with a larger transformer. Eagle provided a cost proposal of $39,092.70 to complete the work. Eight days was requested to be added to the schedule, but as this work in not in the critical path, the eight day request is not recommended to be included. Black & Veatch, through invoice credits, will reimburse the City for $21,578.84. The following documents are attached to support this change. • RFI-138 with response from Black & Veatch dated March 1, 2011. • Letter dated March 21, 2011 from Glenn Grant (PCM-84) with the cost breakdown. 11. In order to prevent IFAS media in the oxic zones of the BNR basins from being carried back over the weir and into the anoxic zones during events where there is foam in the oxic zones, Eagle was requested to add a retention screen at the anoxic zone weir. Eagle provided a cost proposal of $35,562.80 to complete the work. The following documents are attached to support this change. • Letter dated March 15, 2011 from Laura Stratton requesting the addition of the screens. • Letter dated April 11, 2011 from Glenn Grant (PCM-85) with the cost breakdown. • Letter dated April 22, 2011 from Glenn Grant (PCM-85R) with the revised cost breakdown. 12. Primary sludge pump P-4111 was damaged when material in the sludge wrapped around the pump shaft at the rotor end knuckle joint. This pump was repaired by the pump supplier. The City and the Contractor agreed to share the cost equally since even though the Contractor cannot control the material that is in the sludge, timely maintenance could potentially have prevented the damage. Eagle provided a cost proposal of $12,042.08 to complete the work. The amount of $6,021.04 will be added to the Contract by this Change Order. The following documents are attached to support this change. • Letter dated May 17, 2011 from Glenn Grant (PCM-87) with the cost breakdown. • Letter dated May 24, 2011 from Glenn Grant (PCM-87R) with the revised cost breakdown. 13. Eagle requested to use a portion of the existing filter building east wall to retain the construction area for the Plant 4 UV Disinfection structure in lieu of a shoring system. Eagle made this request because of the difficultly to install the shoring system in this area due to existing utilities. A portion of the existing wall and slab will be left in place. Eagle is offering a credit of $34,346.35 for leaving a portion of the wall and slab in place and not installing the shoring system. Page 4 City of Lubbock, TX B&V Project 140092.6100 Mr. L. Wood Franklin, P.E. September 26, 2011 The following documents are attached to support this change. • Letter dated May 25, 2011 from Glenn Grant (CMR-19) with the credit. • Letter dated June 15, 2011 from Laura Stratton with comments to CMR-19. • Letter dated June 16, 2011 from Glenn Grant (CMR-19R) with the revised credit. • Letter dated July 7, 2011 from Glenn Grant (CMR-19R) with the revised credit. • Letter dated September 22, 2011 from Glenn Grant (CMR-19R) with the revised credit. 14. As discovered in the field, the new heat tracing system is not compatible with the existing heat tracing system on the nonpotable water line installed at BNR1. In order to avoid complications with the heat tracing system, the insulation and heat tracing on the existing piping was replaced. Eagle provided a cost proposal of $7,128.98 to complete the work. The following documents are attached to support this change. • RFI-143 with response from Black & Veatch dated May 27, 2011. • Letter dated June 1, 2011 from Glenn Grant (PCM-88) with the cost breakdown. 15. Based on discrepancies in the Contract Documents, the top of the walls on the Plant 4 filter effluent boxes needed to be raised to allow the installation of the weir plates. Eagle provided a cost proposal of $3,720.75 to complete the work. The following documents are attached to support this change. • RFI-145 with response from Black & Veatch dated June 9, 2011. • Letter dated June 13, 2011 from Glenn Grant (PCM-89) with the cost breakdown. • Letter dated June 16, 2011 from Glenn Grant (PCM-89R) with the revised cost breakdown. • Letter dated June 30, 2011 from Glenn Grant (PCM-89R) with the revised cost breakdown. 16. Primary scum pump P-4112 stator was damaged when foreign material in the sludge was passed through the pumps and/or when the pump was run dry. There have been instances where the level sensors were not shutting the pump off as designed. The actual cause is unknown, but the stator showed damage that may have occurred over a period of time and not from a single event. This pump was repaired by the pump supplier. The City and the Contractor agreed to share the cost equally since even though the Contractor cannot control the material that is in the sludge, timely maintenance could potentially have prevented the damage. Eagle provided a cost proposal of $1,778.73 to complete the work. The amount of $889.37 will be added to the Contract by this Change Order. The following documents are attached to support this change. • Letter dated June 20, 2011 from Glenn Grant with report describing damage of pump. • Letter dated June 24, 2011 from Glenn Grant (PCM-90) with the cost breakdown. 17. In order to better utilize the volume of the grit dumpster, the City requested a chute to be added to the discharge of the grit cyclone. This chute will direct the grit into the center of the dumpster in lieu of discharging it at the edge of the dumpster. Eagle provided a cost proposal of $1,436.20 to complete the work. The following documents are attached to support this change. • Letter dated May 27, 2011 from Laura Stratton requesting the addition of the discharge chute. • Letter dated August 12, 2011 from Glenn Grant (PCM-92) with the cost breakdown. City of Lubbock, TX Mr. L. Wood Franklin, P.E. Page 5 B&V Project 140092.6100 September 26, 2011 18. At the request of the City, new primary scum pump P-4103 will not be installed but handed over to the City as a spare and existing pump P-501 will remain. Additionally, Eagle was required to pump water when the Plant 4 existing filter demolition area flooded. Eagle provided a cost credit of $1,157.23. The cost proposal includes the credit for not installing P-4103 and the charge for the temporary pump. The following documents are attached to support this change. • Letter dated August 4, 2011 from Laura Stratton requesting that P-4013 not be installed. • Letter dated August 23, 2011 from Glenn Grant (PCM-93) with the credit. 19. At the request of the City, new thickened waste activated sludge pump P-2503 will not be installed but handed over to the City as a spare and existing pump TW-1203 will remain. The realignment of the pumps P-2502 and P-2503 will not occur. Additionally, Eagle provided a pump to remove water from the flooded Plant 4 new filter facility excavation area. Eagle provided a cost credit of $4,842.31. The cost proposal includes the credit for not installing P-2503 and the charge for the temporary pump. The following documents are attached to support this change. • Letter dated July 1, 2011 from Laura Stratton requesting that P-2503 not be installed. • Letter dated August 29, 2011 from Glenn Grant (PCM-94) with the credit. • Letter dated August 30, 2011 from Glenn Grant (PCM-94R) with the revised credit. • Letter dated September 22, 2011 from Glenn Grant (PCM-94R) with the revised credit. 20. The elastomeric liner installed in the effluent trough of new Primary Clarifier 3 had a failure between the top coat and the base coat. The installation was inspected by the liner supplier, and the primer and base coat appeared to be well adhered and providing protection to the concrete. The troughs at exiting Primary Clarifier 1 and Primary Clarifier 2, which do not have a liner installed, were visually examined and appeared to be in good condition. With the new clarifier connected to an odor control facility to remove the corrosive air from the effluent trough, it is anticipated that the concrete should hold up as well as in the two existing clarifiers. The decision was made to accept a credit from the Contractor in lieu of having the top coat reapplied. Eagle provided a cost credit of $8,000.00. The following documents are attached to support this change. • Letter dated June 23, 2011 from Glenn Grant transmitting the June 22, 2011 letter from Ron Knecht describing the finding of the inspection of the liner failure and a proposed repair plan. • Letter dated July 8, 2011 from Laura Stratton requesting additional investigation of the two existing primary clarifiers and a credit proposal be submitted. • Letter dated September 2, 2011 from Glenn Grant (PCM-95) with the credit. 21. The Contract Documents indicate that the Contractor is to provide the grass seed for the disturbed areas and then the City is to water the areas until the site is accepted. It will be difficult for the plant personnel to provide the required manpower to water the area. The Contractor was requested to not apply the seed and offer a credit for the work so that the City can have the area seeded after Eagle has completed the project. Eagle provided a cost credit of $16,758.75. The following documents are attached to support this change. • Letter dated August 23, 2011 from Laura Stratton requesting the change in the seeding. • Letter dated September 2, 2011 from Glenn Grant (PCM-96) with the cost credit. City of Lubbock, TX Mr. L. Wood Franklin, P.E. The change in contract price associated with these changes is detailed below. Original Contract Price: Contract Price with Change Orders 01-11: Net increase of this Change Order: Contract Price with all approved Change Orders: Original Contract Time: Contract Time change with Change Orders 01-11: Net increase of time with this Change Order: Contract Time with all approved Change Orders: Page 6 B&V Project 140092.6100 September 26, 2011 $43,520,000.00 $44,650,868.47 (2.599% increase) $148,443.84 (0.341 % increase) $44,799,312.31 (2.940% increase) 1,185 days to Substantial Completion 118 days 0 days 1,303 days to Substantial Completion Please let me know if you have any questions regarding these changes. Sincerely, BLACK & VEATCH CORPORATION Laura A. Stratton, P.E. Engineering Manager cc: Mr. John Kelley, P.E., Parkhill, Smith & Cooper, pdf copy Mr. Dale Cherry, P.E., Black & Veatch, pdf copy No Text August 24, 2010 Black & Veatch Corp. 1300 Summit Ave. — Suite 400 Fort Worth, Texas 76102 Attn: Mr. Kent Riker 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-72) — Raise the Influent Well of Secondary Clarifier #3 to the same elevation at SC#'s 1 & 2 Dear Kent, As requested in Black & Veatch e-mail of 7-27-10, Eagle Contracting, L.P., proposes to raise the Influent Well of Secondary Clarifier #3 to the same elevation existing for SC#'s 1 & 2 and then cut in new Scum Weirs in the Influent Well to allow the scum to escape out into the clarifier and be removed by the rotating scum weir for the Total Lump Sum Amount of Nine Thousand and Thirty Nine Dollars and Forteen Cents ($9,039.14). With Kindest Regards, I e Grant Project Manager cc: File (Proposals), Black & Veatch — Rich Houghton, Lubbock — Zoltan Fekete & 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: Raise Influent Well of Secondary Clarifier #3 Ref: Black & Veatch e-mail of 7-27-2010 ACTIVITY QUANTITY UNITS SUBCONTRACT Date: August 24, 2010 Proposal: PCM-72 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR Raise the Influent Well of Secondary Clarifier #3 Plant Drain the Clarifier as low as can 1 Is 0.00 by others 0.00 Eagle Pump out the remainder: 0.00 0.00 Pumping Labor (3men x 8hrs) 24 mhs 0.00 16.70 400.80 Set up Scaffolding: 0.00 0.00 Scaffolding Labor (3men x 4hrs) 12 mhs 0.00 16.70 200.40 Raise Clarifier's Influent Well: 0.00 0.00 Raising Labor (omen x 12hrs) 48 mhs 0.00 16.70 801.60 Cut in Scum Weir Slots - Top of Well: 0.00 0.00 Cutting Labor (3men x 8hrs) 24 mhs 0.00 16.70 400.80 Painting at Cut -In Scum Weirs & Well 1 Is 650.001 0.00 0.00 Adjustment Bolts 0.00 0.00 Remove Scaffolding & Clean Up: 0.00 0.00 Removal & Cleaning Labor (3menx4hrs) 24 mhs 0.00 16.70 400.80 0.00 0.00 Construction Equipment: 0.00 0.00 40 Ton Hydraulic Crane for Exp.Pipe 0.30 mo 6,500.00 1,950.00 0.00 Scaffolding 0.50 mo 500.00 250.00 0.00 Dewatering Pump & Hoses 1 day 500.00 500.00 0.00 Fuel, Oil & Gas (35% of Equipment) 1 Is 2,450.00 857.50 0.00 0.00 0.00 , Small Tools (5% of Labor) 1 Is 2,204.40 110.22 0.00 0.00 0.00 650.00 3,667.72 TOTAL LABOR 2,204.40 0.00 TOTAL LABOR W10 BURDEN I 2,204.40 LABOR BURDEN/BNFTS - 52% 1,146.29 TOTAL LABOR ' 3,350.69 TOTAL MATERIALS 3,667.72 TOTAL SUBCONTRACTS 650.00 SUBTOTAL 7,668.41 NSURANCE @ 2-1/2% 191.71 SUBTOTAL 7,860.12 :)H&P@15% 1,179.02 9, 039.14 TOTAL I , CONTRACT TIME EXTENSION REQUEST - DAYS SEWRP - Lubbock RE: SEWRP - Lubbock (Request for Quotes) - Yahoo! Mail Page 1 of 1 "VA1400YOSMALL BUSINESS RE: SEWRP - Lubbock (Request for Quotes) Tuesday, August 24, 2010 9:31 AM From: "Bill Weale" <bweale@midwestcoatings.com> To: "'glenn grant"'<g.grant@eaglecontractingip.com> Glenn, 1.) Finish coats for primed angles at BNR #3 Equipment Platform = $ 220.00 2.) Touch-up Adjustment Rods and coat new Scum Weirs (surface prep by handtool) @ SC #3 = $ 650.00 Respectfully submitted, William A. Weale/Project Mgr. Midwest Coatings, Inc. From: glenn grant[mailto:g.grant@eaglecontractinglp.com] Sent: Friday, August 20, 2010 11:10 AM To: Bill Weale Cc: Ronald Bray Subject: SEWRP - Lubbock (Request for Quotes) Bill, The Engineer and Owner have requested a couple of Proposals from Eagle for work that will involve some painting. Please get me two seperate quotes for the work listed below: 1.) BNR#3 Equipment Platform: Please get me pricing to finish coat with epoxy paint the primed angles shown in the attached sketches. 2.) Raise the Influent Well for Secondary Clarifier #3: Eagle will raise this well about six inches. We will use the adjustment all thread rods to raise this well. Please figure your costs to touch-up paint these adjustment rods (4 to 8 areas at the top of the well). We will have scaffolding that you can work off of. Secondly, Eagle will cut 4 to 8 rectangular slots in the top of this well (about 6" tall x 12" long) that will act as Scum Weirs. Please figure to touch up paint these areas. We will have scaffolding that you can work off of. Thank You, Glenn Grant Eagle Contracting, L.P. http://us.mc5.mail.yahoo.com/me/showMessage?sMid=2&filterBy=&.rand=822231072&... 8/24/2010 September 7, 2010 Black & Veatch Corp. 1300 Summit Ave. — Suite 400 Fort Worth, Texas 76102 Attn: Mrs. 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-72R) — Raise the Influent Well of . Secondary Clarifier #3 to the same elevation at SC#'s 1 & 2 Dear Laura, As requested in Black & Veatch e-mail-of 8-31-10, Eagle Contracting, L.P., proposes to raise the Influent Well of Secondary Clarifier 43 to the same elevation existing for SC#'s I & 2 and then cut in new Scum Weirs in the Influent Well to allow the scum to escape out into the clarifier and be removed by the rotating scum weir for the Total Lump Sum Amount of Eight Thousand and Five Hundred and Forty Four Dollars and Sixty Five Cents ($8,544.65). Below find answers to Black & Veatch's e-mail of 8-31-10 that questions Eagle's pricing: a.) Eagle's Crew for Raising the Influent Well includes a crane operator; a surveyor to make sure the well is level and two men inside the clarifier making the height adjustments. b.) I have reduce the # of hours to raise this well to one day instead of one and a half days. P.O. Box 1600 Keller, Texas 76244 Metro (817) 379-1897 • Metro (817) 379-0610 Fax c.) The crane will be at this work from the start when we install the dewatering pump, then set up the scaffolding (at four different adjustment points) to raise the well and then to move the scaffolding to the four adjustment points for cutting the new weir openings and then moving the scaffolding for the painters access to touch up the adjustment bolts and weir slots and then remove the scaffolding. This sequence of work is how I came up with six days of crane. Note that this work will take two weeks but we will only keep the crane busy for 6 days. d.) The scaffolding will be inside the clarifier for two weeks for the purposes listed in item c.) listed above. e.) I raised the % of Fuel, Oil & Grease to coincide with the inflation we have seen and paid for since December of 2008 when we were paying $1.959 per gallon for Diesel fuel to July of 2010 when we were paying $2.459 per gallon for Diesel fuel (refer to attached diesel fuel tickets). With Kinde egard , I Grant Project Manager cc: File (Proposals), Black & Veatch — Rich Houghton, Lubbock — Zoltan Fekete & Field Eagle Contracting, L.P. SEWRP - Lubbock Job No. 171 Work Description: Raise Influent Well of Secondary Clarifier #3 Ref: Black & Veatch e-mail of 7-27-2010 MATERIAL UNIT PRICE ACTIVITY QUANTITY UNITS SUBCONTRACT $ Date: September 7, 2010 Proposal: PCM-72R TOTAL LABOR TOTAL MATERIAL UNIT PRICE LABOR Raise the Influent Well of i Secondary Clarifier #3 Plant Drain the Clarifier as low as can 1 Is 0.00 by others 0.00 Eagle Pump out the remainder: 0.00 0.00 Pumping Labor (3men x 8hrs) 24 mhs 0.00 16.70 400.80 Set up Scaffolding: 0.00 0.00 Scaffolding Labor (3men x 4hrs) 12 mhs 0.00 16.70 200.40 Raise Clarifiees Influent Well: 0.00 0.00 Raising Labor (omen x 8hrs) 32 mhs 0.00 16.70 534.40 Cut in Scum Weir Slots - Top of Well: 0.00 0.00 Cutting Labor (3men x 8hrs) 24 mhs 0.00 16.70 400.80 Painting at Cut -In Scum Weirs & Well 1 Is 650.00 0.00 0.00 Adjustment Bolts 0.00 0.00 Remove Scaffolding & Clean Up: 0.00 0.00 Removal & Cleaning Labor (3menx4hrs) 24 mhs 0.00 16.70 400.80 0.00 0.00 Construction Equipment: 0.00 0.00 40 Ton Hydraulic Crane for Exp.Pipe 0.30 mo 6,500.00 1,960.00 0.00 Scaffolding 0.50 mo 500.00 250.00 0.00 Dewatering Pump & Hoses 1 day 500.00 500.00 0.00 Fuel, Oil & Gas (35% of Equipment) 1 Is 2,450.00 857.50 0.00 0.00 0.00 Small Tools (5% of Labor) 1 Is 1,937.20 96.86 0.00 0.00 I 0.00 650.00 3,654.36 TOTAL LABOR 1,937.20 0.00 TOTAL LABOR W/O BURDEN 1,937.20 LABOR BURDEN/BNFTS - 52% 1,007.34 TOTAL LABOR I I 2,944.54 TOTAL MATERIALS 3,654.36 TOTAL SUBCONTRACTS i 660.00 SUBTOTAL 7,248.90 INSURANCE @ 2-1/2% 1 181.22 SUBTOTAL 7,430.13 OH&P@16% 1,114.52 TOTAL 8,544.65 CONTRACT TIME EXTENSION REQUEST - DAYS SEWRP - Lubbock RE: SEWRP - Lubbock (Request for Quotes) - Yahoo! Mail Page 1 of 1 _V%14__001.SMALL BUSINESS RE: SEWRP - Lubbock (Request for Quotes) Tuesday, August 24, 2010 9:31 AM ' From: "Bill weale" <bweale@mldwestcoatings.com> To: "'glenn grant"'<g.grant@eaglecontractingip.com> Glenn, 1.) Finish coats for primed angles at BNR #3 Equipment Platform = $ 220.00 2.) Touch-up Adjustment Rods and coat new Scum Weirs (surface prep by handtooi) @ SC #3 = $ 650.00 Respectfully submitted, William A. Weale/Project Mgr. Midwest Coatings, Inc. From: glenn grant(mailto:g.grant@eaglecontractinglp.comj Sent: Friday, August 20, 2010 11:10 AM To: Bill Weale Cc: Ronald Bray Subject: SEWRP - Lubbock (Request for Quotes) Bill, The Engineer and Owner have requested a couple of Proposals from Eagle for work that will involve some painting. Please get me two seperate quotes for the work listed below: 1.) BNR#3 Equipment Platform: Please get me pricing to finish coat with epoxy paint the primed angles shown in the attached sketches. 2.) Raise the Influent Well for Secondary Clarifier #3: Eagle will raise this well about six inches. We will use the adjustment all thread rods to raise this well. Please figure your costs to touch-up paint these adjustment rods (4 to 8 areas at the top of the well). We will have scaffolding that you can work off of. Secondly, Eagle will cut 4 to 8 rectangular slots in the top of this well (about 6" tail x 12" long) that will act as Scum Weirs. Please figure to touch up paint these areas. We will have scaffolding that you can work off of. Thank You, Glenn Grant Eagle Contracting, L.P. mmw.�ra+�_;xsn�eew.a.rn:¢�can rsaamsxm+.^.:zsz•-,�am��ar.1!es-�;miutaa+nmsr.��_ca:.e�cswrsse�rcu7.•.?>ec".+r•:osuas�es:.xa�¢"arai!s�re.rrs.,sm:��aesrm�sc http://us.mc5.mail.yahoo.com/mclshowMessage?sMid=2&filterBy=&.rand=8222310'72&... 8/24/2010 WALKER SIMS OIL COMPANY, INC. Bi 1 0 ,9 � (806) 828-6696 (806) 828-6246 INvolcE - MANIFEsr P.O. BOX 54077 LUBBOCK, TEXAS 794 ,3 ZCo$ e and Manffast - O Cash a Date T on - Account I Name " Address } f CUSTOMER PURCHASE ORDER NO. '� Town / —7 l£.- f ' PACKAGES HAZARDOUS MATERIAL DESCRIPTION QUANTITY BASE PRICE TAX PRICE INCWDING TAX/RENT INDICATED AMOL.INT N0. CASES c,� KIND SIZE AM � TO CASE STATE FED. GASOLINE, 3, UNI203, PGII, SUPER UNLEADED GASOLINE, 3, UN1203, PGII, PLUS UNLEADED GASOLINE, 3, UN1203, PGII, REGULAR UNLEADED FUEL OIL/DIESEL, 3, NA7993, PGIII, HIGH SULFUR /r 7 FUEL OIL/DIESEL, 3, NA1993, PGill, LOW SULFUR KEROSENE, 3, UN 1223, PG III MALODORAWD LIQUIFIED PETROLEUM GAS, 1, N 1075, PROPANE DI FOR HELP IN EMERGENCIES INVOLVING SPILL, LEAK, FIRE OR EXPOSURE w — 44119�01D SALES TAX D RED BY: RE VED BY CUSTOMER�,�- ' REC'D PAY TOTAL AMOUNT r , f Lfelfility for State Motor Fuel Tax shown oWWWe"a's been assumed and will be paid as required by law. Seller warrants and agrees that goods delivered hereunder were produced In complilip az with all applicable requirements of Section 6, 7 and 12 of the Fair Labor Standards Act of 1939 as amended and of regulations- and orders of the Administrator of the Wage rand Hour Division issued under Section 14 thereof. All bills payable at 301 N.E. Ave B, Seminole, TX79360 PHONE ORDER TAKEN aY -1/2008 TAX,.KJMBER > ,� \rl - 3 0 510 ®� �� Show this purchaseoenOceeri� c ces on shipping all C a ers and packages. shipPing papers ,1 ORDERED BY AUTHORIZED BY Check Amount----3,466.20 Rachel AXER SIMS b(L� C--0MPANY, INC. (886) Maw (806028-6246 IWaICE - MAwnST P.O. BOX 540 LUBBOCK, TEXAS 79453 '�� ZJ 11) OFF-NIGMWAY FUEL NOT LEGAL fOR .iE . MMUTOIK ve `'ZE r H:3, RDOUS MATERIAL DESCRIPTION GASO, 3, UN1203, PGN, SUPER UNLEADED GASOLINE, UN1203, PGII, PLUS UNLEADED GASOLINE, 3, UN1203, PGII, REGULAR UNLEADED AL Ft1EL OIUDIESEL, 3, NA1993, F�,-M ' p15 R _.. FUEL OIL/DIESEL, 3, NAI993, PGIII, LOW SLILFTIR KEROSENE, 3, UN 1223, PG'IB UQ(11tTED nROLEUM GAS, 21, UN 107S, PROPANE (Town QUANTTfY i3ASE TA�FED. PRICE STATE Lr-tl —_ 1 —. AMOUNT FOR HELP IN - _ - EMERGEKVMSt QL`pl SPILL, LEAK, ARE OR EXPOSURE CALL 4 �9300 DEuvE'F:11E91 B • 3Y ou3TAMER N SALES TAX -,PXCD PAYMMT ATOTAL Y b }Oi ' fin' A •�_ 1 l i ,' ItHY Motor Fuel Tax shovm on invoke has been.assumed:and:Will,be'peid-arrequkW by law. Seller wanante that.goods-detiverad�hera�arder.r� Produced in compliance'.wilh;ali:applh:atile _ pow Section 14 therof'9t139 as amended and of regulations and orders of the Administrator o} � W ge nd Ha d 12 Of Fair � Section f4 thereof. All bills payable at 301 N.E. Ave B, Seminole, TX 79360 Vendor WALKER SIMS OIL COMPANY, INC. Check: 43604 Check date: 08/20/2010 Invoice # Invoice Date Gross Amount Retn Amount Net Amount 15848 07/28/2010 171-LUBBOCK 2,213.10 0.00 2,213.10 Check Amount *****2,213.10 Rachel RE: SEWRP - Lubbock (PCM-72) - Yahoo! Mail Page 1 of 1 'VAMAIDOL BUSINESS RE: SEWRP - Lubbock (PCM-72) Tuesday, August 31, 2010 11:03 AM From: "Stratton, Laura A." <StrattonLA@bv.corn > To: "glenn grant" <g.grant@eaglecontractinglp.com> Cc: "Houghton, Richard H." <HoughtonRH@bv.com>, "Zoltan Fekete" <zfekete@mail.ci.lu bbock.tx. us> Glenn, Below are my comments concerning PCM-72. The PCM submitted should reflect the cost of the extra work, including both equipment and personnel. 1. There is a 4-man crew for Raising Labor. ^Confirm why this crew has 4 men in lieu of 3 men. 2. We believe that the Raising Labor should be reduced to 8 hrs (32 mhs). 3. The cost for the crane should be in line with the hours required for the work. If the crane is used for 8 hours to raise the well, then the crane time should reflect the 8 hours. The time for the crane is overestimated. 4. The scaffolding time should reflect time to actually be used. Confirm that the work will require the scaffolding to be in place for two weeks. (0.5 mo) 5. Reduce the fuel, oil, and gas charge to 30% of the equipment. This is in line with the accepted percentage on PCMs reviewed and accepted for the project. Laura From: glenn grant[mailto:g.grant@eaglecontractinglp.com] Sent: Tuesday, August 24, 2010 1:05 PM To: Riker, Kent W. Cc: Stratton, Laura A.; Houghton, Richard H.; Zoltan Fekete; Ronald Bray Subject: SEWRP - Lubbock (PCM-72) Kent, Attached is a copy of PCM-72 (Raise the Influent Well of Secondary Clarifier #3 to match the elevation of SC#'s 1&2 and cut -in scum weirs). Thanks, Glenn Grant Eagle Contracting, L.P. http://us.mc5.mail.yahoo.com/me/showMessage?sMid=O&filterBy=&.rand=1015665801 &... 8/31/2010 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. 132 Spec Section: Page No. Para. Drawing No. HW3 CONTRACTOR REQUESTS: © Information ❑ Interpretation ❑ Clarification As requested by Black & Veatch, Eagle is now putting our questions about the installation of the northern most electrical trolley & Hoist inside of the Headworks Building over the northern most Fine Screen. 1.) No monorail end stops are required by the contract documents. Do you want to add crane stops? 2.) We need to cut a small hole in the roof that will be larger enough to lower the crane cable cows to the operating floor of the Headworks to be able to hook onto the trolley & hoist and lift it into place and install it. The attached e-mail proposes a 3" x 3" hole at the juncture of two double tee panels. The structural engineer recommends cutting this hole elsewhere. Please determine where we can cut this hole. Once the hole is cut and the hoist and trolley are installed we will have our roofer come in and patch this small hole. The roofer's warranty for this small patch is 1 year. Our roofer will not take warranty responsibility for portions of the roof that he does not work on. CONTRACTOR'S PROPOSED SOLUTIO BY: ,!,f'� DATE: 10/12/10 REQUESTED .� ..- .� —�- 'ter ENGINEER'S RESPONSE: ❑ Information ❑ Interpretation (RClarification For the items described above or in the attached material referenced: The small hole as requested may be cut into the roof for the use of inst the second hoist. The work shall be at no additional cost to the Owne . The Contractor shall document the condition of the roof before and after the work is completed. The roofer shall inspect, repair, and provide a warranty for the work. RESPONSE BY: Toura A- gt-rai-tr) JMi ehaal Rnland Holder DATE: 10/15/2010 Lling End stops shall be added to the monorails. The detail used for the end stop at the IMLS monorail shall be used with the following modifications: L6x6x3/8 x 0'-9" each side (3) 7/8" dia. A325 bolts spaced at 3" Rubber stops shall be installed on the stops for the electric hoists as recommended by the supplier. SASandltEagle Contracting FilesUob Flles1171 - Lubbock WWTP1RFFs1RFl-132 - Headworks Trolley and Hoist Installatlon.doc Stratton, Laura A. From: glenn grant[g.grant@eaglecontractinglp.com] Sent: Tuesday, October 12, 2010 9:26 AM To: Stratton, Laura A. Cc: Houghton, Richard H.; Zoltan Fekete Subject: Fw: SEWRP - Lubbock (RFI-132) Laura, Attached is an addendum to RFI-132 that I just e-mailed you. Thanks, Glenn Grant Eagle Contracting, L.P. --- On Tue, 10/12/10, Ron Bray <r.bray(afgg1econtracdgg .com> wrote: From: Ron Bray<r.brayCcyeaglecontractinglp.com> Subject: Fw: SEWRP - Lubbock (RFI-132) To: "Glenn Grant"<g,,grantLweaglecontractinglp.com> Date: Tuesday, October 12, 2010, 9:23 AM Glenn, A rep from Gaffey inspected our crane & hoist installations yesterday in preparation for the start-up in then nex couple of weeks. He mentioned that all electric hoist must have rubber on the stops according to OSHA. This may need to be added to RFI 132. They will be required on the IMLS stops also. Regards Ron Ron Bray Project Superintendent Eagle Contracting LP S 17-401 9653 --- On Tue, 10/12/10, glean grant<.a.,granaeggkcontra9.com> wrote: From: glenn grant <g rg ant& eaglecontractinglp.com> Subject: SEWRP - Lubbock (RFI-132) To: "Laura Stratton" <strattonla(a,bv.com> Cc: "Richard H Houghton" <hou htonrh�bv.com>, "Zoltan Fekete" <zfekete mail.ci.lubbock.tx.us>, "Ronak Bray" <r.brayCa eagleeontractingl�p com> Date: Tuesday, October 12, 2010, 9:10 AM Laura, As requested here is a copy of RFI-132 (Installation procedure for Headworks Hoist & Trolley with roof penetraion & question whether B&V wants to add crane stops). Thanks, Glenn Grant Eagle Contracting, L.P. FW: 2nd Hoist at Headworks - Yahoo! Mail Page 1 of 2 FW: 2nd Hoist at Headworks Friday, October s, 2010 9:27 AM From: "Ron Bray" <r.bray@eaglecontractinglp.com> To: "Glenn Grant"<g.grant@eaglecontractingip.com> Glenn, B & V are suggesting we put forward an RFI as indicated in the correspondence below. Regards Ron Ron Bray Project Superintendent Eagle Contracting LP 817-401 9653 --- On Fri, 1018110, Houghton, Richard H. <HoughtonRH@hv.com> wrote: From: Houghton, Richard H. <HoughtonRH@bv.com> Subject: FW: 2nd Hoist at Headworks To: "Ron Bray" <r.bray@eaglecontractinglp.com> Date: Friday, October 8, 2010, 8:55 AM Ron, please see below. From: Stratton, Laura A. Sent: Friday, October 08, 2010 8:52 AM To: Houghton, Richard H.; Roland Holder Subject: RE: 2nd Hoist at Headworks They need to submit an RFI, outside of our response, the City will need to weigh in. From: Houghton, Richard H. Sent: Friday, October 08, 2010 8:28 AM To: Roland Holder Cc: Stratton, Laura A. Subject: RE: 2nd Hoist at Headworks Laura, how to handle paper trail. There are also roof warranty issues. From: Roland Holder [mailto:RHolder@team-psc.com] Sent: Friday, October 08, 2010 8:24 AM To: Houghton, Richard H. Cc: Stratton, Laura A. Subject: RE: 2nd Hoist at Headworks It would be better to core the hole in a single roof member, between the stems, rather than trying to cut two different members at the joint as he is describing. http://us.mc5. mail.yahoo.com/me/showMessage?sMid=3&filterBy=&.rand= l 561076004&... 10/8/2010 FW: 2nd Hoist at Headworks - Yahoo? Mail Page 2 of 2 From: Houghton, Richard H. [mailto:HoughtonRH@bv.com] Sent: Thursday, October 07, 2010 9:57 AM To: Roland Holder Cc: Stratton, Laura A. Subject: FW: 2nd Hoist at Headworks Roland, please look at this request and advise. We also will need to make sure roof warranties are not adversely affected. From: Ron Bray[mailto:r.bray@eaglecontractinglp.com] Sent: Thursday, October 07, 2010 9:11 AM To: Houghton, Richard H. Subject: 2nd Hoist at Headworks Rich, We have exhausted any other method of raising the last hoist other than cutting a 6"hole in the join of the double tee roof. ( 3" out of each side ) With this hole our crane can drop a sling down to pick up the hoist. Our roofing contractor will make the repairs to the roof once complete. Could you advise if this hole would be acceptable and not structurally affect the roof. Thanks Ron Ron Bray Project Superintendent Eagle Contracting LP 817-401 9653 No virus found in this incoming message. Checked by AVG - www.avg.com Version: 8.5.445 / Virus Database: 271.1.1/3176 - Release Date: 10/04/10 06:35:00 No virus found in this incoming message. Checked by AVG - www.avg.com Version: 8.5.445 / Virus Database: 271.1.1/3176 - Release Date: 10/04/10 06:35:00 No virus found in this incoming message. Checked by AVG - www.avg.com Version: 8.5.445 / Virus Database: 271.1.1/3176 - Release Date: 10/04/10 06:35:00 http://us.mc5.mail.yahoo.com/mc/showMessage?sMid=3 &filterBy=&.rand=l 561076004&... 10/8/2010 Fw: Headworks Hoist stops - Yahoo! Mail Page 1 of I Fw: Headworks Hoist stops Thursday, October 7, 2010 9:04 AM From: "Ron Bray" <r.bray@eaglecontractinglp.com> To: "Rich Houghton" <houghtonrh@bv.com> Cc: "Glenn Grant"<g.grant@eaglecontracting[p.com> Rich, Any word on these stops? I would like to have them up before the vendor arrives for start up 10/18. Regards Ron Regards Ron Ron Bray Project Superintendent Eagle Contracting LP 817-401 9653 -- On Thu, 9/23110, Ron Bray <r.bray@eaglecontractinglp.com> wrote: From: Ron Bray <r.bray @eagiecontractingip.com> Subject: Headworks Hoist stops To: "Rich Houghton" <houghtonrh@bv.com> Date: Thursday, September 23, 2010, 11:25 AM Rich, Due to the change in the hoist design at the Headworks Fine Screen area should the stops be engineer designed. The stops for the IMLS were designed and stamped by Roland. Will this situation also require a design? Regards Ron Ron Bray Project Superintendent Eagle Contracting LP 817-401 9653 http://us.mc5.mail.yahoo.com/mc/showMessaRe?sMid=1 &fi]terBy=&.rand=57751553 I &... 10/7/2010 _.41' October 22, 2010 Black & Veatch Corp. 9441 LBJ Freeway —Suite 114 Dallas, Texas 75243 Attn: Mrs. Laura Stratton RE: Southeast Water Reclamation Plant Improvements Contract ITB # 07-730-BM — Project 4 92126 The City of Lubbock, Texas Black & Veatch Corporation Subj.: Proposed Contract Modification (PCM-76) — Add Rubber Bumpers for End Stops to the IMLS Monorail & Add End Stops w/Rubber Bumpers for the Headworks Monorails Dear Laura: As requested per RFI-132, Eagle Contracting will install 4each Rubber Bumpers to the end stops on the IMLS Monorail and install Beach End Stops with Rubber Bumpers at the Headworks Monorails for the Total Lump Sum Amount of Two Thousand One Hundred and Thirty Six Dollars and Seventy Six Cents ($2,136.76). Sincerely, enn Grant Project Manager cc: File (Proposals), Lubbock — Zoltan Fekete, B&V — Rich Houghton & Field P.O. Box 1600 9 Keller, Texas 76244 • Metro (817) 379-1897 Metro (817) 379-0610 Fax Eagle Contracting, L.P. SEWRP - Lubbock Date: October 22, 2010 Job No. 171 Proposal: PCM-76 Work Description: Provide End Stops for the Headworks Monorails w/Rubber & Add Rubber to IMLS End Stops Ref. RFI-132 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS SUBCONTRACT $ $ Add End Stops for the Headworks Monorails w/Rubber Stops & add Rubber Stops to IMLS Monorail End Stops Add Rubber Bumpers - IMLS End Stops 5 mh 0.00 16.70 83.50 0.00 0.00 Drill Holes in Monorails @ Headworks 32 mhs 0.00 16.70 ! 534.40 for End Stops Bolting Hardware 0.00 0.00 i & Bolt On Rubber Bumpers 0.00 0.00 2men x 16hrs 0.00 0.00 0.00 0.00 Install End Stops 12 mhs 0.00 16.70 200.40 2men x 6hrs 0.00 • 0.00' 0.00 0.00; Purchase End Stops w/Hardware 1 Is 300.00 300.00 0.00 Purchase Rubber Bumper Bolts & Nuts 32 ea 4.00 128.00 0.00 ". Paint 8 each end stops 1 Is 100.00 100.00 0.00; Small Tools (5% of Labor) 1 Is 818.30 40.92 0.00 ` 0.00 0.00 TOTAL LABOR TOTAL LABOR W/O BURDEN LABOR BURDEN/BNFTS - 52% . TOTAL LABOR TOTAL MATERIALS TOTALSUBCONTRACTS SUBTOTAL INSURANCE @ 2-1/2% SUBTOTAL OH&P@15% TOTAL CONTRACT TIME EXTENSION REQUEST = 0 DAYS SEWRP - Lubbock 0.00 568.92 818.30 0.00 818.30 . 425.52 1,243.82 568.92 0.00 ' 1,812.731 45.32 1,858.05 278.71 2,136.76 I Proiect Change Order - Detail I Job #F370 Lubbock SE WRP Impr. Property of Seguin Fabricators, Ltd (Variation Ref. Equals RFI-132) Change Order ref. RFI-132 Description End Stops @ HW Date created 10/19/10 Date received 10/19/10 Internal / External External Status Accepted Created by RANDY Customer PO number email Glen 10-18-10 Customer ref Engineer ref Architect ref Invoice number Invoice date Payment date Notes --- ----------- email from Glen Grant 10-18-10 (8) L 6x6x5/16 w/ (16) bolts Randy, Page # 1 10/19/10 06:13:52 Estimated value $300.00 Agreed value $300.00 Attached is a copy of my letter that requests a price for four end stops w/hardware & rubber stops and also a price for the rubber for the two end stops @ the IMLS you previously sold US. Thanks, Glenn Grant Eagle Contracting, L.P. This report was generated by Fab Trol MRP software. For product Information, call (541) 465-4719 or visit www. fabtrol.com -- C,��� rP.B� Cn•ro�.� �'�t�t.e r-oNR1'�Ac.�'I.rJtr • F 37 0 Owl' t�Ft-t'32 t�-�arv� G W- Gil B) 1 Lsxsx�s/1 s'4c�e EACH SIDE OF WEB \j 3"0 A325 BORO 1BMM.1 amm ANDANUS. DO NOTTORCH—Gift HOLES IGAL,v,2T'Fg IXISTiNG ONORAIL: J MI'T' L : 143tc, 4 . �MICHAEL .ROLAND .....DERV .,..� Cety LZ) CQ�` r — - l3 2. — M I��l i TRAT O08 FIRM REGISTRATION NO. F--880 PARKHILL SMITH & COOPER SEWRP INTERMEDIATE LIFT STATION I MONORAIL END STOP DETAIL fssus: Date: 10/21/09 Project No: 2680-06 Sheet: IMLS SK-2 I r REQUEST FOR INFORMATION PROJECT: SOUTHEAST WATER RECLAMATION PLANT IMPROVEMENTS PROJECT NUMBER: OWNER: THE CITY OF LUBBOCK, TEXAS V - 92126 CONTRACTOR: EAGLE CONTRACTING LP 171 ENGINEER: BLACK& VEATCH CORPORATION rrequested NCE DATA: r RFI No. 132 Spec Section: Page No. Para. No. HW3 CTOR REQUESTS: ® Information L] Interpretation O Clarification ted by Black & Veatch, Eagle is now putting our questions about the installation of the northern trical trolley & Hoist inside of the Headworks Building over the northern most Fine Screen. monorail end stops are required by the contract documents. Do you want to add crane ps?e need to cut a small hole in the roof that will be larger enough to lower the crane cable cown the operating floor of the Headworks to be able to hook onto the trolley & hoist and lift it into place and install it. The attached e-mail proposes a 3" x 3" hole at the juncture of two double tee panels. The structural engineer recommends cutting this hole elsewhere. Please determine where we can cut this hole. Once the hole is cut and the hoist and trolley are installed we will have our roofer come in and patch this small hole. The roofer's warranty for this small patch is 1 year. Our roofer will not take warranty responsibility for portions of the roof that he does not work on. CONTRACTOR'S PROPOSED SOLUT19A: DATE: 10/12/10 REQUESTED BY: ENGINEER'S RESPONSE: DI Information C Interpretation ER Clarification For the items described above or in the attached material referenced: The small hole as rectuested may e cut into the roof for the u_- e a�__finst 1 the second hoist. The work shball be at no additional cost to the Owne . he Contractor shall document the condition of the roof before and after the work is completed The roofer shall inspect rgpair, and provide a warranty for the work. DATE: 10/15/2010 RESPONSE BY:J,a„ra A _ gt aLLj �^ .,>, P� R�lanrLHolder n _ rrk aor i „cerl fnr the end sti End stops shall be added to Lne mums- a1.-e •at the IMLS monorail shall be used with the following modifications: L6x.6x3/8 x 0'-9" each side (3) 7/81' dia. A325 bolts spaced at 3" Rubber stops shall be installed on the stops for the electric hoists as recommended by the supplier. S:1SandM_a91s Gonlracling FilesUob Fllasl17l - Lubbock WNrrDlRFI's1RFI-132 - Headworts Trolley and Has: Inslallabon.00: ling October 20, 2010 Black & Veatch Corp. 9441 LBJ Freeway —Suite 114 Dallas, Texas 75243 Attn: Mrs. Laura Stratton RE: Southeast Water Reclamation Plant Improvements Contract ITB # 07-730-BM — Project # 92126 The City of Lubbock, Texas Black & Veatch Corporation Subj.: Contractors Modification Request (CMR-17) —Bypass FIows around the Tie -In of The Filter Influent at the south end of Effluent Pump Station #2 Dear Laura, Since the flows from Plant 3 cannot be discontinued Eagle will have to bypass Plant 3's flows around the Tie -In of the Plant 3 Filter Influent Piping at the south end of the Effluent Pumping Station #2 and also Bypass the permanent Bypass line at EPS I away from our Tie -In to Plant 2. Both of these areas will have to have their flows bypassed so Eagle will have time to make this tie-in. The cost for this extra work will be Thirty Thousand and Seven Hundred and Seventy Six Dollars and Seventy Eight Cents ($30,776.78). This quotation is based on pumping from within the secondary clarifiers weirs (not from the effluent troughs). This quotation includes 12 hours of labor & diesel to run the pumps after the tie-in is accomplished. This is based on keeping the bulkhead inside Effluent Pump Station #2 until the following early morning so the Plant can get us another low flow period to remove this bulkhead. This quotation is based on both of these assumptions being approved and incorporated into this work. If these assumptions cannot be met by the Owner the price for this work will have to be raised. With Kin eg ds, rant Project Manager cc: File (Proposals), Black & Veatch — Rich Houghton, Lubbock — Zoltan Fekete & Field P.O. Box 1600 0 Keller, Texas 76244 0 Metro (817) 379-1897 Metro (817) 379-0610 Fax Eagle Contracting, L.P. SEWRP - Lubbock Date: October 12, 2010 Job No. 171 Proposal: CMR-17 Work Description: BYPASS Plant 3's Flow around south Tie-in into EPS2's Wet Well Ref: MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS SUBCONTRACT $ $ Bypass Plant 3's Flow around the South Tie-in into EPS2 Wet Well Bypass Pumps and Standby Pumps 1 wk 8,700.00 8,700.00 0.00' for the two Plant 3 Secondary Clarifiers 0.00 0.00 Bypass Pump and Standby Pump @ 1 wk 4,020.00 4,020.00 0.00.: �Bypass at EPS1 0.00 0.00 i Freight for Pumps In/Out 1 Is 4,120.00 4,120.00 0.00. Diesel Fuel for three pumps for 24 hours 531 gis 2.45 1,300.95 0.00 (we will have to keep these pumps 0.00 0.00 i. running until the next early morning - 0.00. 0.00- until we can remove the bulkhead at 0.00 . 0.00 Plant Ts inlet into EPS2) 0.00 0.00 Temporary Bulkheads at Secondary 2. ea 500.00 1,000.00 ! 0.00' Clarifier's Effluent 0.00 0.00 Temp.lnflatable Plug @ EPS1 1 ea 1,000.00I 1,000.00 I 0.00 Set up pumps at Plant 3 SC's and pipe discharge piping to EPS2 Wet Well Maintain Pumps @ Night (1 man @ 12hrs overtime) Remove Pumps and Piping for above (3men x 26.3hours) Set/Rem. Bulkheads (2menx3hrsx2ea) Set up pumps at Plant 4 EPS1 and pipe discharge piping to PIt.2 Clarifier Maintain Pump @ Night (1 man @ 12hrs overtime) Remove Pumps and Piping for above (3men x 17.67hours) Set/Rem. Infl.Plug (2menx3hrs) Small Tools (5% of Labor) Construction Equipment: Rubber Tired Loader Fuel, Oil & gas for Loader (30%) TOTAL LABOR TOTAL LABOR W/O BURDEN LABOR BURDEN/BNFTS - 52% TOTAL LABOR TOTAL MATERIALS TOTAL SUBCONTRACTS SUBTOTAL INSURANCE @ 2-1/2% 0.00 , 0.00 39 mhs 0.00 ' 16.70; 651.30 0.00 0.00. 12' mhs 0.00' 25.05 ; 300.60 0.00 0.001, 40 mhs 0.00 16.70 668.00: 0.00 0.00 12 mhs 0.00 , 16.70 200.40 0.00 0.00 26 mhs 0.00 16.70': 434.20 0.00 0.00 12 mhs 0.00 25.05 � 300.60 0.00 0.00 27 mhs 0.00 16.70' 450.90 0.00 0.00 6 mhs 0.00 16.70. 100.201 0.00 0.00 1 Is 3,106.20 155.31 0.00 0.00 ' 0.00 i 0.00. 0.00 0.2 mo 4,200.00 840.00 0.00 1 Is 840.00 252.00 0.00 0.00 0.00 0.00 21, 388.26 SEWRP - Lubbock 3,106.20 0.00: 3,106.20 1,615.22 4,721.42 21, 388.26 0.00 0.00 26,109.68 652.74 BARCO 2205 S. Riverfront Blvd Dallas, Texas 75207 (214) 428-5691 • Fax (214) 428-6777 Customer EAGLE CONTRACTING Address City/State/Zip Phone: Attention To: RON BRAY Email: R.BRAY@EAGLECONTRACTINGLP.COM Quotation Date: 8-19-10 Fax Item Qty Part No. Description Price 1 4 PA12A60-B-6068T 12" GORMAN RUPP PRIMING ASSISTED TRASH PUMPS WITH $8,700.00 14 MGD BYPASS 600' OF 12" BAUER PIPE WITH APPLICABLE FITTINGS WEEK INLCUDING (2) Y FITTING AND (2) 45'S AND (2) 90'S AND 20' OF 12" SUCTION HOSE PER PUMP. 2 PUMPS CAPABLE OF 15 MGD WITH ALL 4 RUNNING CAPABLE OF 29.9 MGD. RENTAL PER WEEK: $2175 PER PUMP. 2 2 PA12A60-B-6068T 12" GORMAN RUPP PRIMING ASSISTED TRASH PUMPS WITH $4,020.00 4 MGD BYPASS 240' OF 12" BAUER PIPE WITH APPLICABLE FITTINGS WEEK INLCUDING (2) Y FITTING AND (2) 45-S AND (2) 90'S AND 20' OF 12" SUCTION HOSE PER PUMP. 1 PUMPS CAPABLE OF 5 MGD WITH 2 PUMPS RUNNING CAPABLE OF 12.9 MGD RENTAL PER WEEK: $2015 PER PUMP. 3 120' HS12 (6) 12" X 20' BLACK RUBBER SUCTION HOSE, FLANGE X $1,200.00 FLANGE WITH TRASH STRAINER. WEEK 4 1 DEUPIC 2 TRUCKS WITH 40' TRAILERS REQUIRED $1030 EA TRUCK EA $2,060 EA WAY WAY Delivery: IN STOCK Quoted By CHRIS SOMMER Terms: NET 30 Note: This proposal may be withdrawn by us if not accepted within 30 days. ACCEPTANCE OF PROPOSAL. The above prices, specifications, and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Signature: Payment will be made as outlined above. Date Accepted: Title: SUBTOTAL OH&P@15% TOTAL SEWRP - Lubbock 26,762.42 4,014.36 ; 30, 776.78 Specification Data ( Sec. 42 Diesel Engine Driven ACDEU priming Assisted Centrifugal Pump e ®me w/Autostart 'Al Model PA12A60-B-6068i VARIOUS PATENTS APPLY Size 12" x 12" Total Head Capacity of Pump in U.S. Gallon per Minute (GPM) at Continuous Perfornance P.S.I. Feet 45.1 104 1100 1100 1100 1100 1100 43.4 100 2000 2000 2000 2000 2000 39.0 90 2720 3550 3550 3550 3550 34.7 80 3010 4090 4525 4525 4525 30.4 70 3100 4250 5050 5200 5200 26.0 60 3150 4300 5100 5650 5700 22.7 50 3200 4350 5150 5800 6000 17.3 40 3390 4400 5200 5870 6100 13.0 30 3350 4450 5250 5900 6150 8.7 1 20 3400 4500 53001 5920 6320 Suction Lift 1 25' 1 20' 1 15' 1 10' 1 5' PUMP SPECIFICATIONS Size: 12" x 12" (305 mm x 305 mm) Flanged. Casing: Gray Iron No. 30. Maximum Operating Pressure 71 psi (489 kPa). Enclosed Type, Three Vane Impeller: Ductile Iron No. 60-40-18. Handles 3" (76,2 mm) Diameter Spherical Solids. Impeller Shaft: Stainless Steel No. 17-4 PH. Replaceable Wear Rings: Impeller - Ductile Iron No. 80-60-03. Suction Head - Copper Alloy C93200. Seal Plate: Gray Iron No. 30. Bearing Housing: Gray Iron No. 30. Seal: Mechanical, Oil -Lubricated, Double Floating, Self -Aligning. Silicon Carbide Rotating and Stationary Faces. Stainless Steel No. 316 Station- ary Seat. Buna-N and Fluorocarbon Elastomers (DuPont Viton(D or Equivalent). Stainless Steel No. 18-8 Cage and Spring. Maximum Tem- perature of Liquid Pumped 160°F (71 *C).* Shaft Sleeve: Stainless Steel No. 304. Priming Chamber. Gray Iron No. 30 Housing w/Stainless Steel Float and Linkage. Discharge Check Valve: 125# Ductile Iron Housing W/Buna-N Flapper. Radial Bearing: Single Row Roller. Thrust Bearings: (2) Open Single Row Ball. Bearing and Seal Cavity Lubrication: SAE No. 30 Non -Detergent 011. Flanges: Gray Iron No. 30. Gaskets: Vegetable Fiber, Buna-N, Resistant Synthetic Rubber and Cork. O-Rings: Buna-N and Neoprene. Hardware: Standard Plated Steel. Bearing and Seal Cavity Oil Level Sight Gauges. *Consult Factory for Applications Exceeding Maximum Pressure andlor Temperature Indicated. Standard Equipment: Belt -Driven Air Compressor. Hoisting Bail. Skid Base. Strainer. Single Ball Type Float Switch. ** tlonal Equipment Battery. Heated Priming Chamber Kit. Automatic Alr Release Valve. Suction Vacuum and Discharge Pressure Gauge Kit. EPS w/Submersible Transducer Liquid Level Sensor.** **50 Ft. (15 m) Standard Length; Dual Switches and Aftemate Cable Lengths Available from the Factory. ENGINE SPECIFICATIONS PAGE 1800 FEBRUARY 2007 Model: John Deere 6068T 'Power Tech". Type: Six Cylinder, Four Cycle, Turbo -Charged, Liquid Cooled Diesel Engine. Displacement: 414 Cu. In. (6,8 liter). Governor: Mechanical. Lubrication: Forced Circulation. Air Cleaner: Dry Type. Oil Reservoir: 20 U.S. Qts. (19 liter) Dry; 19 U.S. Ots. (18 liter) Refill. Fuel Tank: 171 U.S. Gals. (647 liter). Full Load Operating Time: 23.2 Hrs. Starter: 12V Electric. Standard Features: Low Oil Pressure and High Coolant Temperature Safety Shut Down Switches. Autostart Instru- ment Panel Includes: Tachometer, Voltmeter, Hourmeter, Coolant Temperature Gauge, Oil Pressure Gauge, Manual/ Stop/Auto Key Switch, 10 Amp Pushbutton Circuit Breaker, Audible Startup Warning Delay. Muffler `"/Guard and Weather Cap. Throttle Control. JOHN DEERE PUBLISHED PERFORMANCE: Maximum Continuous BHP 153 (114 kW) @ 2500 RPM THE GORMAN-RUPP COMPANY v MANSFIELD, OHIO GORMAN-RUPP OF CANADA LIMITED 0 ST. THOMAS, ONTARIO, CANADA www.grpumps.com ne Subject to Change without Notice Printed in USA © Copyright by The Gorman -Rupp Company 2007 No Text RE: SEWRP - Lubbock (Barco Quote dated 8-19-10) - Yahoo! Mail Page 1 of 1 RE: SEWRP - Lubbock (Barco Quote dated 8-19-10) Tuesday, October 12, 2010 3:31 PM From: "Chris Sommer" <csommer@barcopump.com> To: "'glenn grant'"<g.grant@eaglecontractingip.com> Cc: "'Ronald Bray"' <r.bray@eaglecontractingip,com> 1 File (22KB) image00... Max fuel consumption is 7.37 GPH per pump 5 Powered by CardScan From: glenn grant[mailto:g.grant@eaglecontractinglp.com] Sent: Tuesday, October 12, 2010 3:24 PM To: Chris Sommer Cc: Ronald Bray Subject: SEWRP - Lubbock (Barco Quote dated 8-19-10) Chris, Please get me the diesel fuel usage for these pumps (12" Gorman Rupp Priming Assisted Trash Pumps Part N o. PA 12A60-B-6068T). Thanks, Glenn Grant Eagle Contracting, L.P. http://us.mc5.mail.yahoo.com/mc/showMessage?sMid=1 &filterBy=&.rand=628000729&... 10/12/2010 No Text Flow Date 9/8/10 Plant 2 Plant 3 Plant 4 #007 Drain Total 0:00 3.51 14.79 12.01 0.76 1.22 29.09 1:00 2.56 14.40 11.25 3.53 1.22 26.99 2:00 2.67 13.85 10.24 3.54 1.22 25.54 3:00 2.61 13.76 10.72 5.80 1.22 25.77 4:00 2.11 13.54 9.71 5.58 1.22 24.14 5:00 1.68 13.06 8.73 5.94 1.22 22.25 6:00 1.59 13.00 8.69 6.05 1.22 22.05 7:00 1.36 11.73 9.63 6.24 1.22 21.49 8:00 0.51 10.49 8.33 0.86 1.22 18.12 9:00 1.43 11.63 9.38 0.87 1.22 21.22 10:00 2.18 13.60 10.71 0.81 1.22 25.28 11:00 2.66 14.87 11.14 0.81 1.22 27.44 12:00 3.08 15.60 12.19 0.83 1.22 29.65 13:00 2.51 15.30 10.73 0.82 1.22 27.32 14:00 2.26 14.73 10.29 6.72 1.22 26.06 15:00 2.35 15.18 10.05 0.64 1.22 26.35 16:00 2.05 14.39 9.23 0.69 1.22 24.46 17:00 1.79 13.80 9.31 0.68 1.22 23.69 18:00 1.91 14.38 9.36 0.63 1.22 24.42 19:00 2.01 14.46 9.63 0.74 1.22 24.88 20:00 2.20 14.29 9.64 0.74 1.22 24.91 21:00 2.45 15.04 10.59 0.72 1.22 26.86 22:00 3.25 15.62 11.04 0.75 1.22 28.69 23:00 3.22 15.75 10.24 0.68 1.22 27.99 Average 2.24 14.05 10.12 2.06 1.22 25.19 Max 3.51 15.76 12.19 6.24 1.22 29.65 Min 0.51 10.49 8.33 0.63 1.22 18.12 Flow Date 917/10 Plant 2 Plant 3 Plant 4 #007 Drain Total 0:00 3.19 16.42 10.49 0.72 1.22 28.89 1:00 2.20 16.04 8.96 0.71 1.22 25.96 2:00 2.66 16.14 9.80 3.35 1.22 27.44 3:00 1.63 14.88 8.05 3.38 1.22 23.34 4:00 1.36 14.51 7.28 5.06 1.22 21.93 5:00 1.17 14.42 7.88 5.07 1.22 22.26 6:00 1.04 14.60 6.66 5.51 1.22 20.98 7:00 1.45 15.09 7.95 6.17 1.22 23.26 8:00 1.45 14.75 7.53 6.16 1.22 22.51 9:00 3.15 17.11 9.97 0.79 1.22 29.02 10:00 2.23 15.60 9.96 0.82 1.22 26.56 11:00 2.58 16.40 9.36 0.80 1.22 27.11 12.00 2.41 16.02 9.31 0.81 1.22 26.62 13:00 2.59 16.42 9.69 0.74 1.22 27.48 14:00 2.65 14.58 8.63 0.74 1.22 25.95 15:00 1.88 13.28 10.11 0.67 1.22 24.02 16:00 2.03 13.38 10.39 0.68 1.22 24.57 17:00 2.44 13.74 10.24 0.73 1.22 25.21 18:00 1.70 12.90 9.13 0.75 1.22 22.51 19:00 1.72 13.02 9.06 0.72 1.22 22.58 20:00 2.27 13.40 11.35 0.72 1.22 25.80 21:00 2.55 13.75 10.60 0.73 1.22 25.76 22:00 3.23 14.46 11.56 0.73 1.22 28.04 23:00 4.06 15.10 13.80 0.76 1.22 31.73 Average 2.21 14.84 9.53 1.97 1.22 25.36 Max 4.06 17.11 13.80 6.17 1.22 31.73 Min 1.04 12.90 6.66 0.67 1.22 20.98 rJ y . \`11�try wI"ty ttfi.V �� f f�VI/tV Flow Date 916/10 Plant 2 Plant 3 Plant 4 #007 Drain Total 0:00 1.79 14.40 8.95 0.72 1.22 23.92 1:00 1.58 14.07 9.23 3.27 1.22 23.66 2:00 2.39 14.95 10.48 4.48 1.22 26.60 3:00 1.88 14.62 9.18 4.46 1.22 24.35 4:00 1.25 13.52 8.67 4.52 1.22 22.21 5:00 0.97 13.17 7.65 5.88 1.22 20.58 6:00 0.82 12.82 7.29 6.87 1.22 19.71 7:00 1.01 13.06 7.56 5.86 122 20.40 8:00 0.93 13.53 7.62 6.09 1.22 20.86 9:00 1.40 12A2 9.56 5.69 1.22 22.15 10:00 1.21 12.69 9.31 5.81 1.22 21.99 11:00 0.76 12.34 8.81 0.77 1.22 20.68 12:00 1.90 13.30 10.91 0.77 1.22 24.89 13:00 2.66 15.54 12.58 0.69 1.22 29.57 14:00 3.32 16.30 12.10 0.74 1.22 30.50 15:00 3.42 16.06 12.89 0.74 1.22 31.15 16:00 3.29 15.83 12.20 0.74 1.22 30.10 17:00 2.62 15.07 11.68 0.74 1.22 28.15 18:00 2.58 15.22 11.39 0.69 1.22 27.96 19:00 2.95 15.10 13.35 0.75 1.22 30.18 20:00 2.46 15.32 11.67 0.73 1.22 28.23 21:00 2.88 15.77 12.16 0.67 1.22 29.69 22:00 3.26 16.82 9.68 0.71 1.22 28.65 23:00 3.49 17.34 10.25 0.72 1.22 29.86 Average 2.12 14.56 10.21 2.59 1.22 25.86 Max 3.49 17.34 13.35 6.09 1.22 31.16 Min 0.75 12.34 7.29 0.67 1.22 19.71 w W;. .;~tr`i_ Flow Date 915110 Plant 2 Plant 3 Plant 4 #007 Drain Total 0:00 1.85 14.62 8.50 0.74 1.22 23.75 1:00 2.74 15.45 10.20 3.37 1.22 27.17 2:00 2.84 14.95 11.12 3.39 1.22 27.69 3:00 2.29 14.48 9.62 6.18 1.22 25.06 4:00 1.74 14.13 3.25 4.82 1.22 22.91 5:00 1.67 13.81 8.26 5.77 1.22 22.52 6:00 0.98 13.88 6.96 5.57 1.22 20.59 7:00 1.16 13.37 7.06 5.41 1.22 20.37 8:00 0.90 13.50 6.52 5.60 1.22 19.71 9:00 1.25 13.76 7.01 5.89 1.22 20.80 10:00 0.16 11.83 5.90 0.89 1.22 16.67 11:00 1.06 13.44 6.76 0.89 1.22 20.04 12:00 2.02 14.32 8.62 0.87 1.22 23.73 13:00 3.22 15.50 10.67 0.84 1.22 28.17 14:00- 3.58 15:97 11.41 0:82 1.22 2975 15:00 3.12 15.40 10.81 0.72 1.22 28.11 16:00 2.59 16.04 11.66 0.77 1.22 28.07 17:00 2.10 14.42 9.63 0.73 1.22 24.93 18:00 1.96 14.37 9.27 0.72 1.22 24.38 19:00 1.83 14.11 9.91 0.72 1.22 24.62 20:00 1.79 14.07 8.90 0.66 1.22 23.55 21:00 1.63 13.67 9.21 0.69 1.22 23.29 22:00 1.87 14.15 9.99 0.74 1.22 24.79 23:00 2,15 14.43 10.56 0.71 1.22 25.91 Average 1.94 14.28 9.03 2.35 1.22 24.02 Max 3.58 15.97 11.66 6.89 1.22 29.75 Min 0.16 11.83 5.90 0.66 1.22 16.67 WrI%IL.I till L.VL-I16/ rt-VYY%7 Flow Date 914110 Plant 2 Plant 3 Plant 4 #007 Drain Total 0:00 1.84 14.30 8.57 0.71 1.22 23.49 1:00 2.80 15.63 9.80 3.48 1.22 27.01 2:00 2.11 14.66 9.37 5.33 1.22 24.92 3:00 2.51 15.08 10.34 5.65 1.22 26.71 4:00 2.00 13.46 9.27 5.69 1.22 23.81 5:00 1.51 12.88 9.25 5.75 1.22 22.42 6:00 1.59 12.91 8.69 5.90 1.22 21.97 7:00 0.96 10.86 8.76 5.65 1.22 19.34 8:00 0.89 10.91 8.60 3.86 122 19.18 9:00 0.69 10.75 8.48 0.73 1.22 18.69 10:00 0.15 10.00 7.37 0.75 1.22 16.30 11:00 0.93 11.12 8.69 0.71 1.22 19.52 12:00 1.90 12.33 11.10 0.78 1.22 24.11 13:00 2.96 12.87 12.96 0.71 1.22 27.56 14:00 3.45 15.68 11.29 0.70 1.22 29.19 15:00 3.57 15.55 11.12 0.74 1.22 29.02 16:00 3.46 15.92 10.40 0.70 1.22 28.56 17:00 2.91 15.15 9.87 0.66 1.22 26.71 18:00 2.46 14.65 10.04 0.72 1.22 25.95 19:00 2.08 14.52 9.05 0.74 1.22 24.43 20:00 2.39 14.77 9.49 0.72 1.22 25.44 21:00 2.10 14.55 8.59 0.75 1.22 24.02 22:00 2.24 14.65 8.36 0.76 1.22 24.03 23:00 2.87 15.57 9.89 0.76 1.22 27.11 Average 2.10 13.70 9.56 2.20 1.22 24.13 Max 3.57 15.92 .12.98 5.90 1.22 29.19 Min 0.15 10.00 7.37 0.66 1.22 16.30 ;'t. ;i1t Flow Date 9/3/10 Plant 2 Plant 3 Plant 4 #007 Drain Total 0:00 4.32 16.74 11.46 0.71 1.22 31.29 1:00 3.13 15.65 10.73 0.71 1.22 28.29 2:00 3.61 15.89 12.37 4.32 1.22 30.65 3:00 4.30 16.73 12.03 5.64 1.22 31.84 4:00 2.31 14.72 9.19 5.72 1.22 25,00 5:00 1.82 14.33 8.53 6.07 1.22 23.46 6:00 1.32 13.78 8.06 5.86 1.22 21.95 7:00 1.06 13.42 7.01 5.88 1.22 20.27 8:00 1.80 14.72 8.08 5.91 1.22 23.38 9:00 2.71 15.27 9.92 5.57 1.22 26.68 10:00 2.07 14.89 8.45 0.76 1.22 24.18 11:00 3.04 15.29 10.61 0.81 1.22 27.71 12:00 2.98 15.70 10.62 0.83 1.22 28.08 13:00 3.11 15.17 10.32 0.76 1.22 27.38 14.00 2:83 15.45 9:91 0.77" 1':22 26:97 15:00 2.46 15.41 9.02 0.78 1.22 25.67 16:00 2.04 14.35 8.87 0.79 1.22 24.04 17:00 2.37 14.73 8.92 0.77 1.22 24.80 18:00 2.37 14.82 9.68 0.71 1.22 25.64 19:00 1.97 14.13 9.75 0.73 1.22 23.63 20:00 1.84 14.41 8.26 0.58 1.22 23.30 21:00 2.22 14.99 9.24 0.70 1.22 25.23 22:00 2.19 14.70 9.05 0.69 1.22 24.72 23:00 2.31 14.48 9.15 0.72 1.22 24.72 Average 2.51 14.99 9.51 2.37 1.22 25.79 Max 4.32 16.74 12.37 6.07 1.22 31.84 Min 1.06 13.42 7.01 0.68 1.22 20.27 DAILY INFLUENT FLOWS Flow Date 912110 Plant 2 Plant 3 Plant 4 #007 Drain Total 0:00 2.48 16.16 10.96 0.79 1.22 28.37 1:00 2.92 16.53 12.08 3.50 1.22 30.31 2:00 2.23 16,46 11.17 3.63 1.22 27.65 3:00 1.86 15.16 10.51 3.59 1.22 26.31 4:00 1.04 14.51 9.23 4.98 1,22 23.66 5:00 0.74 12.01 10.75 6.94 1.22 22.28 6:00 0.59 11.81 10.35 6.07 1.22 21.53 7:00 0.32 11.30 9.68 4.25 1.22 20.08 8:00 0.01 9.41 9.11 0.69 1.22 17.32 9:00 0.64 11.71 9.91 0.66 1.22 20.94 10:00 1.32 12.38 12.61 0.71 1.22 24.99 11:00 2.37 13.87 10.47 0.72 1.22 25.49 12:00 3.27 14.40 11.95 0.76 1.22 28.39 13:00 2.45 13.95 10.50 0.77 1.22 25.68 14:00 1.98 13.30 9.95 0.78 1.22 24.02 15:00 3.08 14.54 11.24 0.78 1.22 27.65 16:00 2.46 13.89 10.81 0.77 1.22 25.94 17:00 2.55 13.40 11.48 0.72 1.22 26.21 18:00 1.75 13.05 9.83 0.76 1.22 23.42 19:00 2.32 13.83 9.80 0.69 1.22 24.73 20:00 2.86 13.74 12.26 0.70 1.22 27.64 21:00 3.14 15.40 12.49 0.76 1.22 29.80 22:00 3.85 16.14 11.54 0.74 1.22 30.31 23:00 3.87 16.48 12.04 0.73 1.22 31.16 Average 2.08 13.85 10.86 1.85 1.22 25.67 Max 3.87 16.53 12.51 6.07 1.22 31.16 Min 0.01 9.41 9.11 0.66 1.22 17.32 UAILY INIt-LULN I I-LUVVJ Flow Date 911110 Plant 2 Plant 3 Plant 4 #007 Drain Total 0:00 2.77 16.80 11.51 0.77 1.22 29.86 1:00 3.22 17.13 12.53 3.16 1.22 31.67 2:00 2.77 16.63 12.60 4.69 1.22 - 30.69 3:00 2.16 15.08 10.41 5.13 1.22 26.43 4:00 1.58 16.29 9.36 4.49 1.22 25.02 5:00 1.42 14.96 9.42 5.99 1.22 24.58 6:00 0.90 13.73 8.85 5.18 1.22 22.26 7:00 0.62 13.44 7.87 5.25 1.22 20.61 8:00 0.91 13.82 8.90 4.59 1.22 22.40 9:00 1.12 14.13 9.52 0.83 1.22 23.55 10:00 2.00 16.23 10.88 0.82 1.22 26.89 11:00 1.93 15.50 10.18 0.84 1.22 26.39 12:00 2.24 15.62 11.03 0.82 1.22 27.56 13:00 1.76 14.92 10.27 0.76 1.22 26.73 14:00 1.80 15.43 9.91 0.76 1.22 25.92 15:00 1.81 15.18 10.82 0.74 1.22 26.59 16:00 1.83 14.70 11.17 0.74 1.22 26.48 17:00 1.67 14.06 10.55 0.66 1.22 25.07 18:00 1.22 14.28 9.58 0.74 1.22 23.86 19:00 1.49 14.56 9.26 0.75 1.22 24.10 20:00 1.75 14.98 9.77 0.73 1.22 25.28 21:00 1.73 14.67 10.30 0.72 1.22 25.48 22:00 2.18 15.67 11.16 0.72 1.22 27.68 23:00 2.82 16.56 12.17 0.78 1.22 30.33 Average 1.82 15.09 10.34 2.11 1.22 26.02 Max 3.22 17.13 12.60 6.99 1.22 31.67 Min 0.52 13.44 7.87 0.66 1.22 20.61 LACK & 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.s P.O. Box 1600 Keller, TX 76244 Dear Mr. Grant: B&V Project 140092.6100 B&V File G-1.3 December 21, 2010 Subject: Effluent Pump Station No. 2 South Tie-in We are in receipt of your response letter dated September 9, 2010 concerning Eagle's review of the presented tie-in options and Contractor's Modification Request, CMR-17, dated October 20, 2010. Our comments are included below. Eagle is requested to review the comments and submit a detailed tie-in plan. The letter for CMR-17 indicates that Eagle has made several assumptions in assembling the cost concerning fuel and labor in keeping the bypass pump in service after the tie-in is complete. The letter also indicates that if the pump is required to remain in service past the 12 hours, then additional cost will be incurred. We will not approve a cost proposal that is "open". All costs need to be included in the proposal and the proposal approved prior to the work commencing. A proposal with a firm cost needs to be submitted. When the bulkhead is installed at EPS2, flow will be reduced or discontinued to Plant 3. The flow will be diverted to Plant 4 during this time. If the overall inflow to Plant 4 exceeds the capacity of BNR trains 2 and 3, the excess flow will need to be stored, requiring BNR train 1 to be on standby to accept any potential overflow during this time. Additional comments are: • Leading up to the tie-in, the Contractor shall review the forecasted weather. The threat of inclement weather may delay the timing of the tie-in. • The suction piping at the secondary clarifiers shall be securely fastened so that it does not sink deeper than 3 to 4 feet below the surface of the clarifier. The pump shall not disrupt the sludge blanket in the clarifiers or carry sludge into EPS 2. • Eagle shall verify that sufficient discharge hose length is provided. • After the pump installation and prior to the tie-in work, Eagle shall operate the bypass pump during peak flow to test the installation. • The plant has provided a week's worth of flow data. Eagle shall provide sufficient pumping capacity to meet the meet the needs of the plant. • The approximate average and maximum pumping capacities at EPS 1 are 9 and 13 mgd, respectively. Black & Veatch corporation 9441 LBJ Freeway Suite 114 • Dallas, TX 75243 USA Telephone: 214.570.7000 Black & Veatch corporation - Registration No. F-258 Page 2 Eagle Contracting, L.P.s B&V Project 140092.6100 Mr. Glenn Grant December 21, 2010 • The actuators at the diversion box at the Headworks shall be fully operational. • The Plant 4 filter bypass line shall be installed. Please feel free to call me at 214/570-7076 should you have any questions. Sincerely, BLACK & VEATCH Laura A. Stratton, P.E. Engineering Manager LAS cc: Mr. Zoltan Fekete City of Lubbock, pdf copy Ms. Mary Gonzales City of Lubbock, pdf copy Mr. Rich Houghton, Black & Veatch, pdf copy December 22, 2010 Black & Veatch Corp. 9441 LBJ Freeway —Suite 114 Dallas, Texas 75243 Attn: Mrs. Laura Stratton RE: Southeast Water Reclamation Plant Improvements Contract ITB # 07-730-BM — Project # 92126 The City of Lubbock, Texas Black & Veatch Corporation Subj.: Response to Engineer's review of CMR-17 for the Bypassing Work required to Tie -In Plant 3's Filter Effluent Piping to the south end of Effluent Pump Station No.2 Dear Laura, We want to reassure you that the quotation that we offered (CMR-17) is a firm proposal for the scope of work as detailed in the quotation. What we meant by saying, if these assumptions cannot be met by the Owner the price will have to be raised, was that if the Engineer and Owner want to make any changes to the scope of work as described in CMR-17 the price for this work might change. Therefore is you do not want to make any changes to our scope there will be no change to the pricing for CMR-17. We submitted a detailed tie-in plan for this work per 01015-347 yesterday for your review. Our plan of work detailed in the above submittal and CMR-17 confirms that we will follow all the requirements that you have listed in your response letter dated December 21, 2010. We should not have to transfer any of Plant 3's flows back to Plant 4 now but we will have BNR#1 ready just in case. With Kindest Regards, Grant Project Manager cc: File (Proposals), Black & Veatch — Rich Houghton, Lubbock — Zoltan Fekete and Mary Gonzales & Field P.O. Box 1600 0 Keller, Texas 76244 Metro (817) 379-1897 0 Metro (817) 379-0610 Fax 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.s P.O. Box 1600 Keller, TX 76244 Dear Mr. Grant: B&V Project 140092.6100 B&V File G-1.3 December 21, 2010 Subject: Effluent Pump Station No. 2 South Tie-in We are in receipt of your response letter dated September 9, 2010 concerning Eagle's review of the presented tie-in options and Contractor's Modification Request, CMR-17, dated October 20, 2010. Our comments are included below. Eagle is requested to review the comments and submit a detailed tie-in plan. The letter for CMR-17 indicates that Eagle has made several assumptions in assembling the cost concerning fuel and labor in keeping the bypass pump in service after the tie-in is complete. The letter also indicates that if the pump is required to remain in service past the 12 hours, then additional cost will be incurred. We will not approve a cost proposal that is "open". All costs need to be included in the proposal and the proposal approved prior to the work commencing. A proposal with a firm cost needs to be submitted. When the bulkhead is installed at EPS2, flow will be reduced or discontinued to Plant 3. The flow will be diverted to Plant 4 during this time. If the overall inflow to Plant 4 exceeds the capacity of BNR trains 2 and 3, the excess flow will need to be stored, requiring BNR train 1 to be on standby to accept any potential overflow during this time. Additional comments are: • Leading up to the tie-in, the Contractor shall review the forecasted weather. The threat of inclement weather may delay the timing of the tie-in. • The suction piping at the secondary clarifiers shall be securely fastened so that it does not sink deeper than 3 to 4 feet below the surface of the clarifier. The pump shall not disrupt the sludge blanket in the clarifiers or carry sludge into EPS 2. • Eagle shall verify that sufficient discharge hose length is provided. • After the pump installation and prior to the tie-in work, Eagle shall operate the bypass pump during peak flow to test the installation. • The plant has provided a week's worth of flow data. Eagle shall provide sufficient pumping capacity to meet the meet the needs of the plant. • The approximate average and maximum pumping capacities at EPS 1 are 9 and 13 mgd, respectively. Black & Veatch Corporation - 9441 LBJ Freeway • suite 114. Dallas, TX 75243 USA - Telephone: 214.570.7000 Black & Veatch Corporation . Registration No. F•258 Eagle Contracting, L.P.s Mr. Glenn Grant Page 2 B&V Project 140092.6100 December 21, 2010 The actuators at the diversion box at the Headworks shall be fully operational. The Plant 4 filter bypass line shall be installed. Please feel free to call me at 214/570-7076 should you have any questions. Sincerely, BLACK & VEATCH G� Laura A. Stratton, P.E. Engineering Manager LAS cc: Mr. Zoltan Fekete City of Lubbock, pdf copy Ms. Mary Gonzales City of Lubbock, pdf copy Mr. Rich Houghton, Black & Veatch, pdf copy January 10, 2011 Black & Veatch Corp. 9441 LBJ Freeway — Suite 114 Dallas, Texas 75243 Attn: Mrs. Laura Stratton RE: Southeast Water Reclamation Plant Improvements Contract ITB # 07-730-BM — Project # 92126 The City of Lubbock, Texas Black & Veatch Corporation Subj.: Contractors Modification Request (CMR-17R) —Bypass Flows around the Tie -In of the Filter Influent at the south end of Effluent Pump Station #2 & Bypass around the Plant 4 Filters Dear Laura, Since the flows from Plant 3 cannot be discontinued Eagle will have to bypass Plant 3's flows around the Tie -In of the Plant 3 Filter Influent Piping at the south end of the Effluent Pumping Station 42 and also Bypass the permanent Bypass line at EPS I away from our Tie -In to Plant 2. Both of these areas will have to have their flows bypassed so Eagle will have time to make this tie-in. We also include the labor for setup & removal of a Bypass around the Plant 4 Filters. The pumps will be delivered Monday, January 17 and set up for the Bypass of the Plant 4 Filters. That afternoon we will turn the pumps on for the test nin you require and let them run until the Filter Bypass Piping is complete. Tuesday, January 18, 2011 at 2am we start and to install the new 42" Filter Bypass Piping. When the Piping is tied in we will shut off the bypass and put this new piping into service (Tuesday). We will start Monday installing the Bypass Pumps & Piping that we can for the bypass down at Plant 3. After the 42" Filter Bypass is complete on Tuesday we will start removing the Bypass Pumps and Piping and move them down to Plant 3's Bypass operation for use their. Wednesday January 19, 2011 we will complete the set up of the Pumps and piping for the Bypass of Plant 3's flows around our tie-in of the new Filter Influent to the south end of P.O. Box 1600 Keller, Texas 76244 0 Metro (817) 379-1897 a Metro (817) 379-0610 Fax EPS2. That same day we will start up these pumps for their test run you require and keep running them until we remove the Plate Bulkhead from EPS2. Thursday morning, January 20, 2011 at 5am we will install the Plate Bulkhead inside the wet well of EPS2 and start the tie-in at the south end of the pump station. Friday morning, January 21, 2001 at 5am, after the tie-in, we will remove the Plate Bulkhead inside the pump station and the remove and get ready to ship back the bypass pumps and piping that will be shipped back Monday, January 24, 2011. The cost for this extra work will be Forty Four Thousand Five Hundred and Eighty -Eight Dollars and Eleven Cents ($44,588.11). With Kinde eg ds, G t Manager cc: File (Proposals), Black & Veatch — Rich Houghton, Lubbock — Zoltan Fekete & Field Eagle Contracting, L.P. SEWRP - Lubbock Date: January 10, 2011 Job No. 171 Proposal: CMR-17R Work Description: BYPASS Plant 3's Flow around south Tie-in into EPS2's Wet Well and Bypass around Plant 4's existing Filters Ref: RFI-121 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS SUBCONTRACT $ $ Bypass Plant 3's Flow around the South Tie -In into EPS2 Wet Well Bypass Pumps and Standby Pumps 1 wk 6,300.00 6,300.00 0.00 for the two Plant 3 Secondary Clarifiers 0.00 0.00 Bypass Pump and Standby Pump @ 1 wk 4,020.00 4,020.00' 0.00: Bypass at EPS1 0.00 i 0.00 Suction Hose rent for one week 1 wk 1,200.00 ; 1,200.00 0.00 Discharge Pipe & Ftgn's for one week 1 wk 1,042.001 1,042.00. 0.00: Freight for Pumps In/Out 1 Is 4,120.00 4,120.00 ' 0.00 Diesel Fuel for three pumps for 48 hours 1062 gls 2.76 2,931.12 0.00 (we will have to keep these pumps 0.00 0.00 • running until the next early morning - 0.00 0.00 until we can remove the bulkhead at 0.00 , 0.00 Plant Ts inlet into EPS2) 0.00 i 0.001 Temporary Bulkheads at Secondary 2 ea 500.00 1,000.00 I 0.001 Clarifier's Effluent I 0.00 i 0.00; !Temp. Inflatable Plug @ EPS1 1 ea 1,000.00 1,000.00 0.00 Set up pumps at Plant 3 SC's and pipe discharge piping to EPS2 Wet Well - 4401f (5menx8hrs) Maintain Pumps @ Night (1 man @ 12hrs overtime x 2nights) Remove Pumps and Piping for above & stack for freight pickup (5men x 8hours) Set/Rem. Bulkheads (2menx3hrsx2ea) Set up pumps at Plant 4 EPS1 and pipe discharge piping to PIt.2 Clarifier Maintain Pump @ Night (1 man @ 12hrs overtime - w/above) Remove Pumps and Piping for above (3men x 9hours) Set/Rem. Infl.Plug (2menx3hrs) Bvaass Plant 4's Flow around the existina Filters - 42" Filter Bvaass .Additional Discharge Pipe - 4101f to make up for the pipe we do not have and also to keep schedule Note: This added pipe will require a seperate 18 wheeler load. Additional Freight - 2 loads each way Note: Includes Hot shot Delivery Costs Set Up Pumps (2ea) at the Splitter Structure with Discharge Pipe :to EPS1's Wet Well for Excel 0.00 0.00 ' 39 mhs 0.00 16.70 651.30 0.00 0.00 0.00 0.00: 24 mhs 0.00 25.051 601.20 0.00 0.00 40 mhs 0.00 16.70 668.00 0.00 : j 0.00 ' 0.00 0.00 12 mhs 0.00 16.70 200.40 0.00 0.00 26 mhs 0.00 16.70 434.20 0.00 0.00 0 mhs 0.00 ; 25.05 0.00 0.00; 0.00 27 mhs 0.00 16.70':. 450.90' 0.00 , 0.00. 6 mhs 0.00 16.70 100.20: 0.00 0.00 0.00 0.00 0.00 0.00 1 Is 508.00 508.00 0.00: 0.00 0.00 0.00 0.00 ; 0.00 0.00 0.00 0.00 1 Is 6,400:00 6,400.00 0.00 0.00 0.00 48 mhs 0.00 16.70 801.60 , 0.00 0.00 0.00 0.00 ; SEWRP - Lubbock (6menx8hrs) Maintain Pumps @ Night for test run (1 man @ 12hrs overtime) Remove Pumps and Piping for above & transfer to Plant 3 (4men x 6hours) Diesel Fuel for two pumps for 24 hours Small Tools (5% of Labor) Construction Equipment: Rubber Tired Loader Fuel, Oil & gas for Loader (30%) TOTAL LABOR TOTAL LABOR W/O BURDEN LABOR BURDEN/BNFTS - 52% TOTAL LABOR TOTAL MATERIALS TOTAL SUBCONTRACTS SUBTOTAL INSURANCE @ 2-1/2% SUBTOTAL OH&P@15% TOTAL 12 24 354 1 mhs mhs gls Is 0.2 mo 1 Is SEWRP - Lubbock 0.00 0.00 . 0.00 0.00: 0.00 0.00 2.76 977.04 0.00 4,609.20 230.46 0.00 0.00 4,200.00 840.00 840.00 252.00 0.00. 30,820.62 0.00 i 25.05 300.60 0.00; 16.70 400.80 0.00 0.00. 0.00 0.00 0.00!' 0.00! 0.00 0.00 0.00 4,609.20 0.00 , 4,609.20 2_ 396.78 7,005.98 30, 820.62 ' 0.00 0.00 , 37,826.60 945.67 ; 38,772.27 5,815.84 44,588.11 BARCO 2205 S. Riverfront Blvd Dallas, Texas 75207 (214) 428-5691 • Fax (214) 428-6777 Customer EAGLE CONTRACTING Address City/State/Zip Phone: Attention To: Email: RON BRAY R.BRAY@EAGLECONTRACTINGLP.COM Quotation Date: 01/10/11 REVISED Fax Item Qty Part No. Description Price 1 4 PA12A60-B- 12" GORMAN RUPP PRIMING ASSISTED TRASH PUMPS. $6,300.00 6068T 2 PUMPS CAPABLE OF 15 MGD WITH ALL 4 RUNNING WEEK 14 MGD CAPABLE OF 29.9 MGD. BYPASS RENTAL PER WEEK: $1,575 PER PUMP. 2 2 PA12A60-B- 12" GORMAN RUPP PRIMING ASSISTED TRASH PUMPS. $4,020.00 6068T 1 PUMPS CAPABLE OF 5 MGD WITH 2 PUMPS RUNNING WEEK 4 MGD BYPASS CAPABLE OF 12.9 MGD RENTAL PER WEEK: $2015 PER PUMP. 3 120' HS12 (6) 12" X 20' BLACK RUBBER SUCTION HOSE, FLANGE X $1,200.00 FLANGE WITH TRASH STRAINER. WEEK ONE SUCTION HOSE PER PUMP. 4 1,250' 612P 12" X 10' BAUER PIPE WITH APPLICABLE FITTINGS. $1,550.00 $1.00/FT/WEEK BAUER PIPE; $20/WEEK EA FITTING. WEEK TOTAL PIPE AND FITTINGS: 1,250' OF 12" BAUER PIPE WITH APPLICABLE FITTINGS INLCUDING (5) Y FITTING AND (5) 45-S AND (5) 90'S 4 1 DEL/PIC 4 TRUCKS WITH 40' TRAILERS REQUIRED $1030 EA TRUCK EA $5,260 EA WAY WAY Delivery: IN STOCK Quoted By CHRIS SOMMER ONLY 1 BAUER Y IS AVAILABLE. JASON MCFADDEN Terms: NET 30 Note: This proposal may be withdrawn by us if not accepted within 30 days. ACCEPTANCE OF PROPOSAL. The above prices, specifications, and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Signature: Payment will be made as outlined above. Date Accepted: Title: Fw: REVISED BARCO QUOTE - Yahoo! Mail Page 1 of 2 Fw: REVISED BARCO QUOTE Monday, January 10, 2011 1:47 PM From: "Ron Bray" <r.bray@eaglecontractinglp.com> To: "Glenn Grant"<g.grant@eaglecontractinglp.com> 1 File (28KB) EAGLECO... Glenn, Attached is Barco's revised pricing for the additional material. The have increased the trucking to four as indicated in line (4). The cost of this line is $5,260 each way. They had to get two hot shots so this is the reason that $1030 for each truck does not calculate the math. Barco's trucks are $1030 and the hot shots are more expensive. I calculated Barco's original price on 8119/10 to be $18,040. This new cost to include Plant 4 tie-in is $23,590. A difference of $5,550 being pipe,fittings & trucking. I will check back with you on Wednesday before I give them a PO. I spoke with Lonestar Masonry and they did not include any demo. They will resubmit their price. Regards Ron Ron Bray Project Superintendent Eagle Contracting LP 817-401 9653 --- On Mon, 1/10111, Jason McFadden <jason@barcopump.com> wrote: From: Jason McFadden <jason@barcopump.com> Subject: REVISED BARCO QUOTE To: "'Ron Bray"' <r.bray@eaglecontractinglp.com> Cc: "'Kyle Carpenter"' <karpenter@barcopump.com> Date: Monday, January 10, 2011, 1:13 PM Ron, I have revised the quote again with the total pipe length and pricing and the total fitting count and pricing. My only problem so far is there is only one bauer wye available. You requested five, from our earlier conversation but only one is available. Maybe there are other options, I am not sure how the wye's are being used. I also had to adjust the delivery prices. This now includes four trucks. I only have 2 drivers and 2 trailers available, so two others will be hotshot trucks(at the mercy of their current pricing). The additional pipe is another three racks of pipe, causing the loads to change and the need for an http://us.mc5.mail.yahoo.com/mc/showMessage?fid=Inbox&mid=1 _24192_ANdWv9EA... 1 /10/2011 Fw: REVISED BARCO QUOTE - Yahoo! Mail Page 2 of 2 additional truck. Let me know if you need anything else. Thanks, Jason McFadden Barco Pump Rental Manager 214-428-5691 Office 214-428-6777 Fax 214-686-1738 Cell http://us.mc5.mail.yahoo.com/mc/showMessage?fid=Inbox&mid=1 _24192_ANdWv9EA... 1 /10/2011 k� ,�EST SE � r5 r P R[ijt@SS,I...,_ 3) z. 1 1 >< 7 F. s• 4xJ i tt.. L .' � �_� } ppig� �Y/♦�iyt/±_sC�.��_aa . . 1: _. '-, _. - �- �i( - � m�t.+emrnlm�fV1\7@7c '4+mw.. !rTf .b,O C f� ti � 1 J� L a ift Y.L ?. (! 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A { S .L'16'i L= �M1€ fax ,. x i'�x 1 y .aF.... c - tx'+y S �! 4 Sa 'Y• �A' t L .f !S- h L4J m-_ :� # ����� '•��/[��i a � 'u i`L-•��63'<� ^ �; 3� ♦ I�U� 1 ��0 i 1 �I� � +w��d"7� ik "� � �� �tS�'�t t � '3z""y MEN= -.�..-.T-a.-�7z`�`' Show this Purchase vrutst on all correspondence, in"' shipping papers and package$ ---rGLE CONTRACTING, L.P. P.O. Box 1600 KELLER, TEXAS 76244 -^ (817) 379.1897 FAX (817) 379.0610 TO: A LICE R ) l M M DATE t2PQ. o. SHIP TO L W tnl -c'�P 1711'7 1. Please send — copies of 2. Order is to be entered In accordance 3. Notify us tnmediately If you are urreble your invoice. with prices, delivery and speoRcattons to ship as specified. .ti....., k.L-.,.. s • 9 1� • - AUTHORIZED I'11- 36276 Show this Purchase Order Number on all correspondence, Invoices, shipping papers and packages. Specification Data Sec. 42 Diesel Engine Driven ACDEU Priming Assisted Centrifugal Pump o `�/Autostart P Model PA12A6� - 6068i .. VARIOUS PATENTS APPLY Size 1 Z" X 1 Z" Total Head Capacity of Pump In U.S. Gallon per Minute (GPM) at Continuous P.S.I. Feet 45.1 104 1100 1100 1100 1100 1100 43.4 100 2000 2000 2000 2000 2000 39.0 90 2720 3550 3550 3550 3550 34.7 80 3910 4990 4525 4525 4525 30.4 70 3100 4250 5050 5200 5200 26.0 60 3150 4300 5100 5650 5700 22.7 50 3200 4350 5150 5800 6000 17.3 40 3390 4400 5200 5870 6100 13.0 30 3350 4450 5250 5900 6150 8.7 20 3400 4500 5300 5920 6320 Suction Lift 25' 1 20' 1 15' PUMP SPECIFICATIONS Size: 12" x 12" (305 mm x 305 mm) Flanged. Casing: Gray Iron No. 30. Maximum Operating Pressure 71 psi (489 kPa). Enclosed Type, Three Vane Impeller: Ductile Iron No. 60-40-18. Handles 3" (76,2 mm) Diameter Spherical Solids. Impeller Shaft: Stainless Steel No. 17-4 PH. Replaceable Wear Rings: Impeller - Ductile Iron No. 80-60-03. Suction Head - Copper Alloy C93200. Seal Plate: Gray Iron No. 30. Bearing Housing: Gray Iron No. 30. Seal: Mechanical, 0II-Lubricated, Double Floating, Self -Aligning. Silicon Carbide Rotating and Stationary Faces. Stainless Steel No. 316 StIon- ary Seat. Buna-N and Fluorocarbon Elastomers (DuPont Viton or Equivalent). Stainless Steel No. 18-8 Cage and Spring. Maximum Tem- perature of Liquid Pumped 160*F (71 *C).* Shaft Sleeve: Stainless Steel No. 304. Priming Chamber: Gray Iron No. 30 Housing'"/Stainless Steel Float and Linkage. Discharge Check Valve: 125# Ductile Iron Housing'"/Buna-N Flapper. Radial Bearing: Single Row Roller. Thrust Bearings: (2) Open Single Row Ball. Bearing and Seal Cavity Lubrication: SAE No. 30 Non -Detergent Oil. Flanges: Gray Iron No. 30. Gaskets: Vegetable Fiber, Buna-N, Resistant Synthetic Rubber and Cork. O-Rings: Buna-N and Neoprene. Hardware: Standard Plated Steel. Bearing and Seal Cavity Oil Level Sight Gauges. *Consult Factory for Applications Exceeding Maximum Pressure andfor Temperature Indicated. Standard Equipment: Belt -Driven Air Compressor. Hoisting Bail. Skid Base. Strainer. Single Ball Type Float Switch. ** O tonal Equipment Battery. Heated Priming Chamber IGt. Automatic Air Release Valve. Suction Vacuum and Discharge Pressure Gauge Kit. EPS w/Submersible Transducer Liquid Level Sensor.** **50 FL (15 m) Standard Length, Dual Switches and Altemate Cable Lengths Available From the Factory. ENGINE SPECIFICATIONS PAGE 1800 FEBRUARY 2007 Model: John Deere 6068T "Power Tech'. Type: Six Cylinder, Four Cycle, Turbo -Charged, Liquid Cooled Diesel Engine. Displacement: 414 Cu. In. (6,8 liter). Governor: Mechanical. Lubrication: Forced Circulation. Air Cleaner: Dry Type, Oil Reservoir: 20 U.S. ats. (19 liter) Dry; 19 U.S. Ots. (18 liter) Refill. Fuel Tank: 171 U.S. Gals. (647 liter). Full Load Operating Time: 23.2 Hrs. Starter: 12V Electric. Standard Featur.; Low Oil Pressure and High Coolant Temperature Safety Shut Down Switches. Autostart Instru- ment Panel Includes: Tachometer, Voltmeter, Hourmeter, Coolant Temperature Gauge, Oil Pressure Gauge, Manual/ Stop/Auto Key Switch, 10 Amp Pushbutton Circuit Breaker, Audible Startup Warning Delay. Muffler w/Guard and Weather Cap. Throttle Control. JOHN DEERE PUBLISHED PERFORMANCE: Maximum Continuous BHP 153 (114 kW) @ 2500 RPM THE GORMAN-RUPP COMPANY MANSFIELDI OHIO ROB"-RUPP GORMAN-RUPP OF CANADA LIMITED • ST. THOMAS. ONTARIO. CANADA www.grpumps.com PUMPSspedfiC8tions subjW to Change Without Noke ® Copyright by The Gorman -Rupp Company 2007 Printed In USA No Text RE: SEWRP - Lubbock (Barco Quote dated 8-19-10) - Yahoo! Mail Page 1 of 1 RE: SEWRP - Lubbock (Barco Quote dated 8-19-10) Tuesday, October 12, 2010 3:31 PIN From: "Chris Sommer" <csommer@barcopump.com> To: "'glenn grant'"<g.grant@eaglecontractingip.com> Cc; "'Ronald Bray"' <r.bray@eaglecontractinglp.com> i File (22KB) lmage00... Max fuel consumption is 7.37 GPH per pump Powered .. C.rdScan From: glenn grant[mailto:g.grant@eaglecontractinglp.com] Sent: Tuesday, October 12, 2010 3:24 PM To: Chris Sommer Cc: Ronald Bray Subject: SEWRP - Lubbock (Barco Quote dated 8-19-10) Chris, Please get me the diesel fuel usage for these pumps (12" Gorman Rupp Priming Assisted Trash Pumps Part No. PA12A60-B-6068T). Thanks, Glenn Grant Eagle Contracting, L.P. http://us.mc5.mail.yahoo.com/mc/showMessage?sMid=1 &filterBy=&.rand=628000729&... 10/12/2010 No Text Flow Date 9/8/10 Plant 2 Plant 3 Plant 4 #007 Drain Total 0:00 3.61 14.79 12.01 0.76 1.22 29.09 1:00 2.66 14.40 11.25 3.53 1.22 26.99 2:00 2.67 13.85 10.24 3.54 1.22 25.54 3:00 2.51 13.76 10.72 5.80 1.22 25.77 4:00 2.11 13.54 9.71 5.58 1.22 24.14 5:00 1.68 13.06 8.73 5.94 1.22 22.25 6:00 1.59 13.00 8.69 6.05 1.22 22.05 7:00 1.36 11.73 9.63 6.24 1.22 21.49 8:00 0.51 10.49 8.33 0.86 1.22 18.12 9:00 1.43 11.63 9.38 0.87 1.22 21.22 10:00 2.18 13.60 10.71 0.81 1.22 26.28 11:00 2.66 14.87 11.14 0.81 1.22 27.44 12:00 3.08 15.60 12.19 0.83 1.22 29.65 13:00 2.51 15.30 10.73 0.82 1.22 27.32 14:00 2.26 14.73 10.29 0.72 1.22 9.06 15:00 2.35 15.18 10.05 0.64 1.22 26.35 16.00 2.05 14.39 9.23 0.69 1.22 24.45 17:00 1.79 13.80 9.31 0.68 1.22 23.69 18:00 1.91 14.38 9.35 0.63 1.22 24.42 19:00 2.01 14.46 9.63 0.74 1.22 24.88 20:00 2.20 14.29 9.64 0.74 1.22 24.91 21:00 2.45 15.04 10.59 0.72 1.22 26.86 22:00 3.25 15.62 11.04 0.75 1.22 23.69 23:00 3.22 15.75 10.24 0.68 1.22 27.99 Average 2.24 14.05 10.12 2.06 1.22 25.19 Max 3.51 15.75 12.19 6.24 1.22 29.65 Min 0.51 10.49 8.33 0.63 1.22 18.12 Flaw Date 9/7110 Plant 2 Plant 3 Plant 4 #007 Drain Total 0:00 3.19 16.42 10.49 0.72 1.22 28.89 1.00 2.20 16.04 8.96 0.71 1.22 26.96 2:00 2.66 16.14 9.86 3.36 1.22 27.44 3:00 1.63 14.88 8.06 3.38 1.22 23.34 4:00 1.36 14.51 7.28 5.00 1.22 21.93 5:00 1.17 14.42 7.88 5.07 1.22 22.25 6:00 1.04 14.60 6.56 5.61 1.22 20.98 7:00 1.45 15.09 7.95 6.17 1.22 23.26 8:00 1.46 14.76 7.63 6.16 1.22 22.51 9:00 3.15 17.11 9.97 0.79 1.22 29.02 10:00 2.23 15.60 9.96 0.82 1.22 26.56 11:00 2.58 16.40 9.36 0.80 1.22 27.11 12:00 2.41 16.02 9.31 0.81 1.22 26.52 13:00 2.59 16.42 9.69 0.74 1.22 27.48 14:070 2.05 1a.fis 9.63 614 1.22 2.95 15:00 1.85 13.28 10.11 0.67 1.22 24.02 16:00 2.03 13.38 10.39 0.68 1.22 24.57 17:00 2.44 13.74 10.24 0.73 1.22 25.21 18:00 1.70 12.00 9.13 0.75 1.22 22.51 19:00 1.72 13.02 9.06 0.72 1.22 22.68 20:00 2.27 13.40 11.35 0.72 1.22 26.80 21:00 2.55 13.75 10.68 0.73 1.22 25.76 22:00 3.23 14.46 11.56 0.73 1.22 28.04 23:00 4.06 15.10 13.80 0.76 1.22 31.73 Average 2.21 14.84 9.53 1.97 1.22 25,36 Max 4.06 17.11 13.80 6.17 1.22 31.73 Min 1.04 12.90 6.56 0.67 1.22 20.98 \` va-.[... s [.rr r.vt_.rr s [ a-Vrry Flaw Date 916/10 Plant 2 Plant 3 Plant 4 #007 Drain Total 0:00 1.79 14.40 8.95 0.72 1.22 23.92 1:00 1.58 14.07 9.23 3.27 1.22 23.66 2:00 2.39 14.95 10.48 4.48 1.22 26.60 3:00 1.88 14.52 9.18 4.46 1.22 24.35 4:00 1.25 13.52 8.67 4.62 1.22 22.21 5:00 0.97 13A7 7.65 6.88 1.22 20.58 6:00 0.82 12.82 7.29 5.87 1.22 19.71 7:00 1.01 13.06 7.56 6.46 1.22 20.40 8:00 0.93 13.53 7.62 6.09 1.22 20.86 9:00 1.40 12.42 9.56 5.69 1.22 22.15 10:00 1.21 12.69 9.31 6.81 1.22 21.99 11:00 0.75 12.34 8.81 0.77 1.22 20.68 12:00 1.90 13.30 10.91 0.77 1.22 24.89 13:00 2.66 15.54 12.58 0.69 1.22 29.57 14:00 3.32 16.30 12.10 0.74 1.22 30.50 15:00 3.42 16.06 12.89 0.74 1.22 31.15 16:00 3.29 15.83 12.20 0.74 1.22 30.10 17:00 2.62 15.07 11.63 0.74 1.22 28.15 10:00 2.68 15.22 11.39 0.69 1.22 27.96 19:00 2.95 15.10 13.35 0.75 1.22 30.18 20:00 2.46 15.32 11.67 0.73 1.22 28.23 21:00 2.88 15.77 12.16 0.67 1.22 29.69 22:00 3.26 16.82 9.68 0.71 1.22 28.55 23:00 3.49 17.34 10.25 0.72 1.22 29.86 Average 2.12 14.55 10.21 2.59 1.22 25.66 Max 3.49 17.34 13.35 6.09 1.22 31.16 Min 0.75 12.34 7.29 0.67 1.22 19.71 Wiwi �\ ' NAM Flow Date 9/5110 Plant 2 Plant 3 Plant 4 #007 Drain Total 0:00 1.86 14.62 8.50 0.74 1.22 23.75 1.00 2.74 15.45 10.20 3.37 1.22 27.17 2:00 2.84 14.96 11.12 3.39 1.22 27.69 3.00 2.29 14.48 9.52 6.18 1.22 25.06 4:00 1.74 14.13 8.25 4.82 1.22 22.91 5:00 1.67 13.81 8.26 8.77 1.22 22.52 6:00 0.98 13.88 6.96 5.57 1.22 20.59 7:00 1.16 13.37 7.06 5.41 1.22 20.37 8:00 0.90 13.80 6.62 5.60 1.22 19.71 9:00 1.25 13.76 7.01 5.89 1.22 20.80 10.00 0.16 11.83 6.90 0.89 1.22 16.67 11:00 1.06 13.44 6.76 0.89 1.22 20.04 12:00 2.02 14.32 6.62 0.87 1.22 23.73 13:00 3.22 18.50 10.67 0.84 1.22 28.17 14.OV 1.58 15.97 11•.41 0:82 1.22 29-75 15:00 3.12 15.40 10.81 0.72 1.22 28.11 16:00 2.59 15.04 11.66 0.77 1.22 28.07 17:00 2.10 14.42 9.63 0.73 1.22 24.93 18.00 1.96 14.37 9.27 0.72 1.22 24.38 19:00 1.83 14.11 9.91 0.72 1.22 24.62 20:00 1.79 14.07 8.90 0.66 1.22 23.55 21:00 1.63 13.67 9.21 0.69 1.22 23.29 22:00 1.87 14.15 9.99 0.74 1.22 24.79 23:00 2.15 14.43 10.56 0.71 1.22 26.91 Average 1.94 14.28 9.03 2.35 1.22 24.02 Max 3.58 15.97 11.66 6.89 1.22 29.75 Min 0.16 11.83 5.90 0.66 1.22 16.67 ..p j�� LAtL! Ira Lvl.-wl rLvvrLi �\ _ �4C1 Flow Date 9/4110 Plant 2 Plant 3 Plant 4 #007 Drain Total 0:00 1.84 14.30 8.57 0.71 1.22 23.49 1:00 2.80 18.63 9.80 3.46 1.22 27.01 2:00 2.11 14.66 9.37 5.33 1.22 24.92 3:00 2.51 15.08 10.34 5.66 1.22 28.71 4:00 2.00 13.46 9.27 5.69 1.22 23.51 5:00 1.51 12.88 9.25 5.75 1.22 22.42 6:00 1.59 12.91 8.69 5.90 112 21.97 7:00 0.95 10.86 8.76 5.65 1.22 19.34 8.00 0.89 10.91 8.60 3.86 1.22 19.18 9:00 0.69 10.75 8.48 0.73 1.22 18.69 10:00 0.15 10.00 7.37 0.76 1.22 16.30 11:00 0.93 11.12 8.69 0.71 1.22 19.52 12:00 1.90 12.33 11.10 0.78 1.22 24.11 13:00 2.96 12.87 12.96 0.71 1.22 27.56 14:00 3.45 15.68 11.29 0.70 1.22 29.19 15:00 3.57 15.55 11.12 0.74 1.22 29.02 16:00 3.46 15.92 10.40 0.70 1.22 28.56 17:00 2.91 15.15 9.87 0.66 1.22 26.71 18:00 2.48 14.65 10.04 0.72 1.22 26.95 19:00 2.08 14.52 9.05 0.74 1.22 24.43 20:00 2.39 14.77 9.49 0.72 1.22 25.44 21:00 2.10 14.55 0.59 0.75 1.22 24.02 22:00 2.24 14.65 8.36 0.75 1.22 24.03 23:00 2.87 15.57 9.89 0.76 1.22 27.11 Average 2.10 13.70 9.66 2.20 1.22 24.13 Max 3.57 15.92 12.96 6.90 1.22 29.19 Min 0.15 10.00 7.37 0.66 1.22 16.30 Flow Date 913110 Plant 2 Plant 3 Plant 4 #007 Drain Total 0:00 4.32 16.74 11.46 0.71 1.22 31.29 1.-00 3.13 15.65 10.73 0.71 1.22 28.29 2:00 3.61 15.89 12.37 4.32 1.22 30.66 3:00 4.30 16.73 12.03 5.64 1.22 31.84 4:00 2.31 14.72 0.19 5.72 1.22 25.00 5:00 1.82 14.33 3.53 6.07 1.22 23.46 6:00 1.32 13.78 8.06 5.86 1.22 21.95 7:00 1.06 13.42 7.01 5.88 1.22 20.27 8:00 1.80 14.72 8.08 5.91 1.22 23.38 9:00 2.71 15.27 9.92 6.57 1.22 26.68 10:00 2.07 14.89 8.45 0.76 1.22 24.18 11:00 3.04 15.29 10.61 0.81 1.22 27.71 12:00 2.98 15.70 10.62 0.83 1.22 28.08 13:00 3.11 15.17 10.32 0.76 1.22 27.38 1-4.00 2:83 1'5:45 9:91 0.77" 'f.22 26:97 15:00 2.45 15.41 9.02 0.78 1.22 25.67 16:00 2.04 14.36 8.87 0.78 1.22 24.04 17:00 2.37 14.73 8.92 0.77 1.22 24.80 18:00 2.37 14.82 9.68 0.71 1.22 25.64 19:00 1.97 14.13 8.75 0.73 1.22 23.63 20:00 1.84 14.41 6.26 0.58 1.22 23.30 21:00 2.22 14.99 9.24 0.70 1.22 25.23 22:00 2.19 14.70 9.05 0.69 1.22 24.72 23:00 2.31 14.48 9.15 0.72 1.22 24.72 Average 2.51 14.99 9.51 2.37 1.22 25.79 Max 4.32 16.74 12.37 6.07 1.22 31.84 Min 1.06 13.42 7.01 0.58 1.22 20.27 %;,' DAILY INFLUENT FWWS - Flow Date 912110 Plant 2 Plant 3 Plant 4 #007 Drain Total 0:00 2.48 16.16 10.96 0.79 1.22 28.37 1:00 2.92 16.63 12.08 3.50 1.22 30.31 2:00 2.23 16.46 11.17 3.53 .1 1.22 27.66 3:00 1.86 15.16 10.61 3.59 1.22 26.31 4:00 1.04 14.51 9.23 4.98 1.22 23.66 5:00 0.74 '. 12.01 10.75 5.94 1.22 22.28 6:00 0.59 11.81 10.35 6.07 1.22 21.53 7:00 0.32 11.30 9.68 4.26 1.22 20.08 8:00 0.01 9.41 9.11 0.69 1.22 17.32 9:00 0.54 11.71 9.91 0.66 1.22 20.94 10:00 1.32 12.38 12.61 0.71 1.22 24.99 11:00 2.37 13.87 10.47 0.72 1.22 25.49 12:00 3.27 14.40 11.95 0.76 1.22 28.39 13:00 2.45 13.95 10.60 0.77 1.22 25.68 14:00 1.98 13.30 9.95 0.78 1.22 24.02 15:00 3.08 14.54 11.24 0.78 1.22 27.65 16:00 2.46 13.89 10.81 0.77 1.22 25.94 17:00 2.55 13.40 11.48 0.72 1.22 26.21 18:00 1.75 13.05 9.83 0.76 1.22 23.42 19:00 2.32 13.83 9.80 0.69 1.22 24.73 20:00 2.86 j. 13.74 12.26 0.70 1.22 27.64 21:00 3.14 15.40 12.49 0.75 1.22 29.80 22:00 3.85 16.14 11.54 0.74 1.22 30.31 23:00 3.87 16.48 12.04 0.73 1.22 31.16 Average 2.08 13.85 10.86 1.85 1.22 25.57 Max 3.87 16.53 12.51 6.07 1.22 31.16 Min 0.01 9.41 9.11 0.66 1.22 17.32 i' z ��_ V DAILY INt'LUCNI I'LUVVZi Flow Date 911t10 Plant 2 Plant 3 Plant 4 #007 Drain Total 0'00 2.77 16.80 11.61 0.77 1.22 29.86 1:00 3.22 17.13 12.53 3.16 1.22 31.67 2:00 2.77 16.53 12.80 4.69 1.22 30.69 3.00 2.16 16.08 10.41 5.13 1.22 26.43 4.00 1.58 15.29 9.36 4.49 1.22 25.02 5:00 1.42 14.86 9.42 5.99 1.22 24.58 6:00 0.90 13.73 8.85 6.18 1.22 22.26 7:00 0.52 13.44 7.87 5.25 1.22 20.61 8:00 0.91 13.82 8.90 4.59 1.22 22.40 9:00 1.12 14.13 9.52 0.83 1.22 23.65 10:00 2.00 15.23 10.88 0.82 1.22 26.89 11:00 1.93 15.50 10.18 0.84 1.22 26.39 12:00 2.24 16.62 11.03 0.82 1.22 27.56 13:00 1.76 14.92 10.27 0.76 1.22 25.73 14:00 1.80 15.43 9.91 0.76 1.22 25.92 15:00 1.81 16.18 10.82 0.74 1.22 26.59 16.00 1.83 14.70 11.17 0.74 1.22 26.48 17:00 1.67 14.06 10.65 0.66 1.22 25.07 18:00 1.22 14.28 9.58 0.74 1.22 23.86 19:00 1.49 14.56 9.26 0.75 1.22 24.10 20:00 1.75 14.98 9.77 0.73 1.22 25.28 21:00 1.73 14.67 10.30 0.72 1.22 25.48 22:00 2.18 16.57 11.16 0.72 1.22 27.68 23:00 2.82 16.56 12.17 0.78 1.22 30.33 Average 1.82 15.09 10.34 2.11 1.22 26.02 Max 3.22 17.13 12.60 5.99 1.22 31.67 Min 0.52 13.44 7.87 0.66 1.22 20.61 REQUEST FOR INFORMATION NOW 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. 130 Spec Section: 13500 Page No. A-5 & A-6 Para. Drawing No. PI-6 & E-19 CONTRACTOR REQUESTS: ® Information 0 Interpretation ❑ Clarification Drawing PI-6 and Specification Section 13500 call for the Scum Blanket Controllers for the Primary Clarifiers to wire back to new RTU-22 in the BNR Electrical Building but Drawing E-19 calls for these Controllers to wire back to the existing RTU-7 in the existing Primary Sludge Pump Station #1. Please advise which RTU should handle these Scum Blanket Controllers. CONTRACTOR'S PROPOSED SOLUTION: REQUESTED BY: DATE: 9/29/10 ENGINEER'S RESPONSE: ❑ Information ❑ Interpretation ❑ Clarification For the items described above or in the attached material referenced: RESPONSE BY: Laura A. Stratton/wml/kbv DATE: 10/04/2010 The instruments should be routed as indicated on the wiring diagram on E19 to go to RTU 7 in lieu of to RTU 22 as shown on PI6. Sheet E19 provides for a total of four 3/4" conduits (one for each new instrument) to RTU 7. The programming shall reflect the new instruments reporting to RTU 7. If the Contractor believes the programming modification is extra work, a cost proposal shall be submitted for review. S:\SendlT=agle ContractI g FIIesUob Flles1171 -Lubbock WWTPIRFI's1RFl-130 - Saxn Blanket Controllers wired to RTU-7 or RTU-22.doc Acme Electric REQUEST FOR INFORMATION No. 00017 108 E 82ND Lubbock, Texas 79404 TITLE: RTU for Scum Pit and Scum Blanket DATE: 9/28/2010 PROJECT: SOUTHEAST WATER RECLAMATION PLANT JOB: 1362 TO: Attn: GIenn Grant Eagle Contracting STARTED: COMPLETED: REQUIRED: 10/5/2010 REQUEST: Drawing E-19 shoals the Scum Blanket Controllers and Scum Pit Controllers controlled from RTU V. Drawing PI-6 shows the Scum Blanket Controllers and Scum Pit Controllers controlled from RTU # 22. Please advise the correct RTU. Requested By:Acme Electric Signed: _ B CtY BROWN Date: Page i �•( � 0 ( �iT A`CTII G 1= R'3 November 12, 2010 Black & Veatch Corp. 9441 LBJ Freeway —Suite 114 Dallas, Texas 75243 Attn: Mrs. 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-77) — Change Scum Blanket Instruments From RTU-22 to existing RTU-7 per RFI-130 Dear Laura: As requested per RFI-130, Eagle Contracting will have the SCADA programming changes made to the existing RTU-7 to add the Clarifier's Scum Blanket Instruments for the Total Lump Sum Amount of One Thousand Two Hundred and Thirty One Dollars and Seventy Nine Cents ($1,231.79). Sincerely, Grant Project Manager cc: File (Proposals), Lubbock — Zoltan Fekete, B&V — Rich Houghton & Field P.O. Box 1600 0 Keller, Texas 76244 0 Metro (817) 379-1897 0 Metro (817) 379-0610 Fax Eagle Contracting, L.P. SEWRP - Lubbock Date: November 12, 2010 Job No. 171 Proposal: PCM-77 Work Description: Change Scum Blanket Instruments from RTU-22 to existing RTU-7 (SCADA Reprogramming) Ref. RFI-130 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS SUBCONTRACT $ $ Change Scum Blanket Instruments from RTU-22 to existing RTU-7 (SCADA Reprogramming SCADA Reprogramming of RTU-7 (for Scum Blanket Instruments) 1 Is 1,045.00 1 TOTAL LABOR TOTAL LABOR W/O BURDEN LABOR BURDEN/BNFTS - 52% TOTAL LABOR TOTAL MATERIALS TOTAL SUBCONTRACTS j SUBTOTAL INSURANCE @ 2-1/2% SUBTOTAL 'OH&P@15% TOTAL CONTRACT TIME EXTENSION REQUEST = 0 DAYS 1,045.00 : i I SEWRP - Lubbock 0.00 0.00 0.00 0.00 i il 0.00 0.00 0.00 0.00 0.00 0.00 1,045.00 ; 1,�45 00� 26.13 1,071.13 160.671 1,231.79 Wunderlich-Malec Systems, Inc.* PROPOSED CHANGE ORDER 2855 Trinity Square Drive No. 00007 Phone: 469-574-2520 Carrollton, TX 75006 Fax: 469-574-2525 TITLE: Scum Blanket Controller (RTU-7) PROJECT: SWRPI Contract No.6 TO: Atha: Dave Mullenix Eagle Contracting, LP 607 South Pearson Ln. Keller, TEXAS 76248 Phone: 817-379-1897 Fax: 817-379-0610 DATE:10/7/2010 JOB: 171-1606 CONTRACT NO:171-1606 RE: To: From: Number: DESCRIPTION OF PROPOSAL Costs associated with changing Scum Blanket instruments from RTU-22 to RTU-7, per contractor RFI-130. RFI response provided 4-Oct-2010. Item Description Stock# Quantity Units Unit Price Tax Rate Tax Amount Net Amount 00001 Remove Scum Blanket 1.000 $1,045.00 0.00% $0.00 $1,045.00 programming from RTU•22 and re -program in RTU-7. Complet all associated SCADA programming for the change. By: Glen Grant Date: &VediYon Unit Cost: Unit Tax: Unit Total: $1,045.00 $0.00 $1,045.00 By: . Allen Steffler Date: -/- 004-2010 RE: SEWRP - Lubbock (Engineer's answers to RF1-130) - Yahoo! Mail Page 1 of L -VA14C)OLSIVIAL L BUSINESS RE: SEWRP - Lubbock (Engineer's answers to RFI-130) Thursday, October 7, 2010 12:52 PM From. "glenn grant" <g.grant@eaglecontractingip.com> To: "AIIenSteffier" <allen.steffler@wmeng.com> Allen, Please send change request on your letterhead. Glenn Grant Eagle Contracting, L.P. --- On Thu,10/7/10, Steffler, Allen <al/en.steffler@wmeng.com> wrote: From: Steffler, Allen <allen.steffler@wmeng.com> Subject: RE: SEWRP - Lubbock (Engineer's answers to RFI-130) To: "glenn grant"<g.grant@eaglecontractingip.com> Date: Thursday, October 7, 2010, 11:42 AM Glenn, Sorry for the delay, but I wanted to speak with Keith to understand the effort involved. This was already programmed and will need to be switched over. This includes changes in the RTU and SCADA and we would budget $1,045.00 to complete everything associated with the change. Let me know if you need this in a more formal change request or have any other questions. Thanks Allen Steffler Wunderlich-Malec 2855 Trinity Square Drive, Suite 100 Carrollton, TX 75006 Tel:469-574-2500 x-131 Cell: 469-236-6760 Fax: 469-574-2525 From: glenn grant(mailto:g.grant@eaglecontractinglp.com] Sent: Tuesday, October 05, 2010 10:32 AM To: Steffler, Allen Cc: Ronald Bray Subject: SEWRP - Lubbock (Engineer's answers to RFI-130) Allen, Attached is a copy of the Engineer's answers to RFI-130. Their answer changes which RTU will handle the Sludge Blanket Controllers for the Primary Clarifiers. If you have any additional costs to make this change please get them to me. http://us.mc5.mai 1.yahoo. com/mc/showMessage?sMid=O&fi d=Sent&filterBy=&.rand=63 5... 10/7/2010 RE: SEWRP - Lubbock (Engineer's answers to R-1-130) - Yahoo! Mail Page l of l Glenn Grant Eagle Constracting, L.P. CONFIDENTIALITY NOTICE: The information contained in this message, including any files transmitted within, is confidential, may be legally privileged, and is intended only for the use of the individual(s) named above. The use of any confidential or personal information may be restricted by state and federal privacy laws. If this message was received in error, please notify the sender and then delete this message. http://us.mc5.mail.yahoo.com/mc/showMessage?sMid=O&fid=Sent&filterBy=&.rand=635... ion12010 00® FIL E j11(Rrr�) REQUEST FOR INFORMATION tiir'r..,.nwwn.w PROJECT: SOUTHEAST WATER RECLAMATION PLAN_ T_IMPR_OVEMENTS OWNER: THE CITY OF LUBBOCK TEXAS CONTRACTOR: EAGLE CONTRACTING, LP ENGINEER: BLACK & VEATCH CORPORATION REFERENCE DATA: Contractor RFI No. 130 Spec Section: 13500 Page No. A-5 & A-6 Para. Drawing No. PI-6 & E-19 PROJECT NUMBER: 92126 171 CONTRACTOR REQUESTS: ® Information O Interpretation O Clarification Drawing PI-6 and Specification Section 13500 call for the Scum Blanket Controllers for the Primary Clarifiers to wire back to new RTU-22 in the BNR Electrical Building but Drawing E-19 calls for these Controllers to wire back to the existing RTU-7 in the existing Primary Sludge Pump Station #1. Please advise which RTU should handle these Scum Blanket Controllers. CONTRACTOR'S PROPOSED SOLUTION: REQUESTED BY: DATE: 9/29/10 ENGINEER'S RESPONSE: O Information J Interpretation O Clarification For the items described above or in the attached material referenced: RESPONSE BY: Laura A. Stratton/wml/kbv DATE: 10/04/2010 The instruments should be routed as indicated on the wiring diagram on E19 to go to RTU 7 in lieu of to RTU 22 as shown on PI6. Sheet E19 provides for a total of four 3/411 conduits (one for each new instrument) to RTU 7. The programming shall reflect the new instruments reporting to RTU 7. If the Contractor believes the programming modification is extra work, a cost proposal shall be submitted for review. S:1SandhEagle Contrectkg Fliesl lob FllesX171 - Lubbock WINTPIRFI's1RFt-i30 - Scum Blanket Controllers wired to RTU-7 or RTU-22.doc Acme Electric REQUESTFOR INFORMATION No. 00017 108 E 82ND Lubbock, 'texas 79404 TITLE: RTU for Scum Pit and Scum Blanket DATE: 9/28/2010 PROJECT: SOUTHEAST WATER RECLAMATTON PLANT JOB: 1362 TO: Attn: Glenn Grant Eagle Contracting STARTED: COMPLETED: REQUIRED: 10/5/2010 REQUEST: Drawing E-19 shows the Scum Blanket Controllers and Scum Pit Controllers controlled fi-om RTU V. Drawing PI-6 shows the Scum Blanket Controllers and Scum Pit Controllers controlled fi-om RTU # 22. Please advise the correct RTLJ. Requested By:Acme Electric Signed: E 17Y BROWN Dnte: .,: Pow I , I r RE: SEWRP - Lubbock (RFI-130) Monday, October 4, 2010 12:10 PM From: "Stratton, Laura A." <StrattonLA@bv.com> To- "glenn grant"<g.grant@eagiecontractingip.com> Cc: "Zoltan Fekete"<zfekete@mail.ci.lubbock.tx.us>, "Houghton, Richard H." <HoughtonRH@bv.com>, "Ronald Bray"<r.bray@eaglecontractingip.com>, "Joseph Mangrem"<lMangrem@mail.ci.iubbock.tx.us> 1 File (85KB) � ft RFI-130.... Glenn, Attached is our response to RFI-130. The document will also be loaded into cygnet. Laura From: glenn grant[mailto:g.grant@eaglecontractinglp.com] Sent: Wednesday, September 29, 2010 8:55 AM To: Stratton, Laura A. Cc: Zoltan Fekete; Houghton, Richard H.; Ronald Bray Subject: SEWRP - Lubbock (RFI-130) Laura, Attached is a copy of RFI-130 (Primary Clarifiers Scum Blanket Indicators wire to RTU-7 or RTU-22). Thanks, Glenn Grant Eagle Contracting, L.P. http:Hus.mc5.maiI.yahoo.corn/mc/sliowMessage?sMid=1 &filterBy=&.rand=1332119166&... 10/5/2010 September 30, 2010 Black & Veatch Corp. 9441 LBJ Freeway — Suite 114 Dallas, Texas 75243 Attn: Mrs. Laura Stratton RE: Southeast Water Reclamation Plant Improvements Contract ITB # 07-730-BM — Project # 92126 The City of Lubbock, Texas Black & Veatch Corporation Subj.: Status of Eagle's work to resolve the Equipment Operational Problems — WAS Pumps P-4601, P-4602 & P-4603 Dear Laura, Below are the recommendations for the WAS Pumps in the Secondary Sludge Pumping Station per the attached letter from Chris Cortez of S.W.E.E.T. • WAS Pumps P-4601, P-4602 and P-4603 in the Secondary Sludge Pumping Station Problem: These three Pre -Selected Double Disc Pumps have been and still are running roughly. Chris Cortez of Southwestern Environmental Equipment Technicians visited the Plant Tuesday, September 28, 2010 to check these pumps again and recommends that the 8" X 6" Tees on the Discharge header at each Pump be braced to prevent this piping from moving during pump operation. Temporary wood bracing was added per S.W.E.E.T.'s recommendation. S.W.E.E.T. says that this bracing cured the pump operational problems. S.W.E.E.T, also addressed injecting air into the pulsation dampeners by saying that air should not be added to the suction pulsation dampeners but air could be added to the discharge dampeners. S.W.E.E.T. said that the owner could try this air injection for a week to see if it helps. P.O. Box 1600 0 Keller, Texas 76244 0 Metro (817) 379-1897 0 Metro (817) 379-0610 Fax In closing, S.W.E.E.T. states that these pumps are operating as required with the temporary bracing added to the Discharge Header Tees. With Kindest Regards, 4ega�nt Project Manager cc: File (Correspondence to the Engineer), Rich Houghton, Zoltan Fekete, Joe Mangrem & Field South Western Environmental Equipment Technicians 7904 La Cosa Drive Dallas, TX 75248 (972) 233-1602 • Fax (972) 866-6852 Email: cjcortez@sbeglobal:net September 30, 2010 Glenn Grant Eagle Contracting, L.P. 607 S. Pearson Keller, TX 76244 Re: City of Lubbock Southeast Water Reclamation Plant Improvements Project 92126 Double Disc W-AS Pumps Dear Glenn: Per my visit to thePlant on Tuesday, September 28, 2010, please find the following comments and recommendations. 1. Pipe Movement -on Discharge. The discharge piping had not been braced for hydraulic conditions per my last recommendations. On Tuesday, we had placed boards at each Tee against the wall and secured the discharge Piping. This has addressed the problem. It is recommended to install permanent bracing at each Tee. 2. Pulsation Dampeners: The pulsation dampeners supplied are Penn Valley Pump's standard dampeners. They do require a recharge with air_ periodically depending on the application and differential pressure. Some Plants charge the dampeners once a Month, some once a Year and some do not charge at all. This mainly depends on the differential pressure for each project and application. This application has low differential -pressure. The.suq#pn-~ reads from 0-2 PSI -and -the discharge gauge reads from 8-12 PSI. It'has been asked if continuous air can be supplied to the dampeners to limit plant personnel recharging the da�ss,.�ey .done on the discharge, but not on the suction. Adding air continuously on the suaEion §tide ­Alaffeci pump performance. If the owner elects to try this on the discharge side, I would recommend setting the pressure around 8-10 PSI and operating. the pumps for a week to seethe outcome. 3. Pump Noise: Each WAS Pump was operated alone at an extended time at 20, 40, 60, 80 and 100% on two separate intervals. The first time, pump # 3 made a little noise, Pump !# 2 made a little noise and Pump # 1 was silent. On the second -operation, Pump # 3 was fairly quiet, Pump # 2 was fairly quiet and Pump # 1 still operated silent. Because the Double Disc is a reciprocating pump utilizing large rubber discs, at low % solid applications, the pump will make a little noise. This is just the nature of the pump. The noise level will come and go as was observed on Tuesday by me and plant personnel. The performance was checked on each pump and was consistent with the stated flow curves. The pumps are operating as required. If you should have any questions, please feel free to contact me. Sincerely, Christopher J. Cortez Christopher J. Cortez BLACK & VEATCH e building a world of difference - ENERGY WATER INFORMATION GOVERNMENT City of Lubbock, Texas Southeast Water Reclamation Plant Contract No. 6 Mr. Glenn Grant Eagle Contracting, L.P. P.O. Box 1600 Keller, TX 76244 Dear Mr. Grant: B&V Project 140092.6100 B&V File G-1.6 November 12, 2010 Subject: WAS discharge thrust restraint As recommended by Chris Cortez with South Western Environmental Equipment Technicians in a letter dated September 30, 2010, and in compliance with the Contract Documents, permanent thrust restraint shall be installed at each discharge Tee on the waste activated sludge header. The thrust restraints will address the concerns with the movement of the discharge piping as the pipe hangers cannot adequately provide thrust restraint. We recommend that the new supports be installed as indicated in the attached detail. If Eagle believes that this is additional work, a cost proposal including all additional costs shall be submitted for review. The additional work shall be executed in accordance with the Contract Documents. Eagle is not authorized to complete any additional work until the work is included in a signed change order. Please feel free to call me at 214/570-7076 should you have any questions. Sincerely, BLACK & VEATCH xaulta���� Laura A. Stratton, P.E. Engineering Manager LAS attachments cc: Mr. Zoltan Fekete, City of Lubbock, pdf copy Ms. Mary Gonzales, City of Lubbock, pdf copy Mr. Rich Houghton, B&V, pdf copy Black & Veatch Corporation • 9441 LBJ Freeway - Suite 114 Dallas, TX 75243 USA • Telephone: 214.570.7000 Black & Veatch Corporation - Registration No. F-258 No Text CL TEE AND W6 �U +i W ? u-,jc wQ 64 "� 318"0 STAINLESS STEEL U-BOLT(TYP) EXIST 6" WAS DISCHARGE - 1 2" ;�p "r - ) --i - - /--- EXIST! TEE PARTIAL PLAN 114" = 1'-O" EXIST 8" WAS DISCHARGE 12" 7 7! 1 11 W6 i-- PL 1/2X12"Xr'-O" GALV. - HILTI HIT HY 150 MAX I 318"0 STAINLESS STEEL ADHESIVE ANCHOR VyTH 4 1I4" EMBEpMENT (TYP) 4 SECTION r 1 112" = 1'-0 FIELD DETERMINE EE LA FIELD LOCATE 1 112" MIN(TYP) EXIST TEE TRUNK BEYOND -I—i—I— I W6 II I I I W l I ( o 3/8"9 STAINLESS STEEL-'-"�-I—I-i- U-BOLT STRIP AROUND TEE I l I I TIGHT BOLT SIZE TO BE — DETERMINED IN FIELD BASED 114�— ON TEE DIMENSIONS(TYP) EXIST TEE BRANCH PL 112 GALV BEYOND SECTION r 112° = r'•o November 17, 2010 Black & Veatch Corp. 9441 LBJ Freeway — Suite 114 Dallas, Texas 75243 Attn: Mrs. 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-78) — Add five Thrust Restraint Pipe Supports for the WAS Discharge Header Dear Laura: As requested by Black & Veatch letter dated November 12, 2010, Eagle Contracting proposes to add five Thrust Restraint Pipe Supports to the WAS Discharge Header inside the Secondary Sludge Pump Station for the Total Lump Sum Amount of Five Thousand Four Hundred and Fifty Five Dollars and Twenty Seven Cents ($5,455.27). SincerelyPrant r-- Project Manager cc: File (Proposals), Lubbock — Zoltan Fekete, B&V — Rich Houghton & Field P.O. Box 1600 0 Keller, Texas 76244 0 Metro (817) 379-1897 Metro (817) 379-0610 Fax Eagle Contracting, L.P. SEWRP - Lubbock Job No. 171 Work Description: WAS Discharge Thrust Restraint Ref. Black & Veatch letter dated 11-12-2010 Header Thrust Restraint Pipe Supports I Purchase Thrust Restraints Epoxy for Drill -In Anchors s I Install Thrust Restraint P.Supports i (4men x 8hrs/day x 2 days) A -Frame & Hoist for Installation Small Tools (5% of labor) i Date: November 17, 2010 Proposal: PCM-78 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR TY UNITS SUBCONTRACT $ $ 1 ! Is 2,750.001 2,750.00' 0.00 20 ea 7.50 150.00 ' 0.00 o.00 i 0.0011 64 mhs 0.001 16.70 1,068.801 0.00' ! 0.00 i 0.001 j 0.00 2, days 25.00 50.00 0.00 1 Is 1,068.80 53.44, 0.00' 0.00' 0.00 0.00' ! 3,003.441 j I TOTAL LABOR I 1,068.80 0.00 TOTAL LABOR W/0 BURDEN 'LABOR ! 1 068 80'! BURDEN/BNFTS - 52% j j 555.78 TOTAL LABOR 1,624.58 TOTAL MATERIALS ! 3,003.44 ; 'TOTAL SUBCONTRACTS 0.00 j SUBTOTAL 4,628.02 INSURANCE @ 2-1/2% 115.70 SUBTOTAL 4,743.72 1OH&P@15% ! i 711.56; TOTAL ' 5,45 CONTRACT TIME EXTENSION REQUEST = 0 DAYS SEWRP - Lubbock I Proiect Change Order - Detail 1 Job F370 Lubbock SE WRP Impr. Property of Seguin Fabricators, Ltd (Variation Ref Equals 14) Change Order ref. 14 Description WAS Thrust Restraint Date created 11/17/10 Date received 11/17/10 Internal / External External Status RFQ Created by RANDY Customer PO number Customer ref RFG-WAS Engineer ref Architect ref Invoice number Invoice date Payment date Notes (5) W6x15 Thrust Restraint 4'-5" long 11-15-10 email from Glenn Grant Randy, Page # 1 11/17/10 08:06:25 Estimated value $2,750.00 Agreed value $0.00 Please get ma a price to furnish & deliver Sea. of these galvanized thrust restraint pipe supports with anchors and u-bolts per the attached request. Thank You, Glenn Grant Eagle Contracting, L.P. This report was generated by FabTrol MRP software. For product information, call (541) 485-4719 or visit wow tabtroLc PDF created with pdfFactory Pro trial version www.softwarelabs.com BLACK & VEATCH m 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 Subject: Dear Mr. Grant: B&V Project 140092.6100 B&V File G-1.6 November 12, 2010 WAS discharge thrust restraint As recommended by Chris Cortez with South Western Environmental Equipment Technicians in a letter dated September 30, 2010, and in compliance with the Contract Documents, permanent thrust restraint shall be installed at each discharge Tee on the waste activated sludge header. The thrust restraints will address the concerns with the movement of the discharge piping as the pipe hangers cannot adequately provide thrust restraint. We recommend that the new supports be installed as indicated in the attached detail. If Eagle believes that this is additional work, a cost proposal including all additional costs shall be submitted for review. The additional work shall be executed in accordance with the Contract Documents. Eagle is not authorized to complete any additional work until the work is included in a signed change order. Please feel free to call me at 214/570-7076 should you have any questions. Sincerely, BLACK & VEATCH xauj����, Laura A. Stratton, P.E. Engineering Manager LAS attachments cc: Mr. Zoltan Fekete, City of Lubbock, pdf copy Ms. Mary Gonzales, City of Lubbock, pdf copy Mr. Rich Houghton, B&V, pdf copy Black & Veatch Corporation • 9441 LBJ Freetivay - Suite 114 • Dallas, TX 75243 USA - Telephone: 214.570.7000 Black & Veatch Corporation . Registration No. F•258 Install thrust restraints at the five discharge Tees along header 1 fi tr,n a or •nr ��i m�i.r ... 4.� k, I 1 f11et e' fRV,1}n ♦ W I I �e�t � `'w�...v..rr,-n•r�•r-"v-ivwvvv�^r'<`Cvrvwwrw� ^r'�•�-',.,r..-rr•rrvm'h,. r�. �-.�-r�^...- g�...� '��'I rYI�- � 4M p x E• w L � rtftT r' c.a�Sjl Inw mr e. r I?L .._...v .a ,,.:..•.eoJ! tia+•...bd; ! ,..wi, iae i l: aiii�� Ifaa J.me) rriCYl7 , � r M. 'p w fAr aearmfnr r j I saowam• cuntrtpr •6 I..ia + r, <•IM 'M.lIIfO GIlNE , 1 jrr.nawl Li tit 1 4 � T •T ;_I .. 1 rfr «a a. ua. x• aeo I .4. ,tr , 1 _I .• wrfart . •w sra+Y.ac n•.rr.re ra:rnr �.c.na ""I IY K OR is..fa v+f� ti •. � ., h ..., `....� .. -. �... •... ..a....Col.� b u waw• a., ufe w<w' ;I+.iaa•.. �rir`rsws�ne �' • w. aeq y A OMovp ona ....wmw MV Y.fdO{,�x`. l r VMRt .t.We. P•ate0 � (~j i. �� M W I • . v TM�r � + q4 (11'.J ,,. Ip tilfMMilP > Iagq f6 P4• m � Y>l N`.fY /6 i, fIT IWOni MM Kp 11{Ilrr.q ll(ea1lOU plt. 5�'p!,�S'+�. ' orw inn -wr; ' n•crl"' �' avanrea wu ns'uu. rrn ce•.an rr wxawcr fnN 'XO r^r'� .nr NHrOY nw, ,.,. a. eo+rn.aw n.a.arsnu ro..ea aoerr mou.we� } r� paa„rr, fwerytlHq aOiOffD'vpn ukrr N . f.Ul r p. �l1s r� as n aecef fY annmu lrPJ fqµ [q rT') •. NTIK'bl',O IR1'IN W >M1Ya qh YwIr10 40.VH,1 � rr• PO'I plOiq O .Dean. anoa fxna fwa rabnr v wpuu .t,e.nw. " t� w rtao fr,y,Q q p,yq• MY M0.R! b. 'T T $ 1. , I� KM 0 F 3T5T,B019 SC4-8 ,rn ur • e fI' of CL TEE AND W6 J;LL*'w cr U- C� 318"0 STAINLESS STEEL U-&OLT(7YP) EXIST 6" WAS DISCHARGE - r .t 2" ) EXISTITEE PARTIAL PLAN 114" = P -O" EXIST 8" WAS DISCHARGE P161 GAL1/2X12"Xl.-O" V. -- HILTY HIT HY 150 MAX 318"0 STAINLESS STEEL ADHESIVE ANCHOR SMITH \\ 4 114" EMBEDMENT (TYP) SECTION 1 1 112" = Y'-0 318'0 STAINLESS STEEL U-BOLT STRIP AROUND TEE TIGHT BOLT SIZE TO BE DETERMINED IN FIELD BASED ON TEE DIMENSIONS(TYP) — - z,`�L`� FIELD DETERMINE FIELD LOCATE 112- MIN(TYP) �. WIST TEE TRUNK \ - 114 v \-- EXIST TEE BRANCH BEYOND SECTION " 21 1 112' = l'-0 _...._...... 1I hW a 7 \—PL 112 GALV �l AMERICAN DUCTILE IRON PIPE J.. i A-3DODD Too ,. Table No. 6-8 ae Z K 9 I AMERICAN Flanged Fittings ANSI/AWWA C110/A21.10 Flanged Tees and Crosses P1 13t�Zr/ A-30200 Cross She p Pressure Iron Dimensions In Inches Weight In Pounds In. Hating Pal Strength Pal T T, H J A-30000 A-30200 Run Branch (1000's) Tee Cross 4 4 250 25 .52 .52 6.5 6.5 65 80 6 4 250 25 .55 .52 8.0 8.0 90 110 6 6 250 25 .65 .55 8.0 8.0 95 120 8 4 250 25 .60 .52 9.0 9.0 140 155 8 6 250 25 .60 .55 9.0 9.0 145 165 8 8 250 25 .60 .60 .9.0 9.0 155 195 10 a 250 25 �.68 .52 ' 11.0 11.0 205 220 10 6 250 25 .68 .55 11.0 11.0 215 240 10 8 250 25 .68 .60 11.0 11.0 225 265 10 10 250 25 .80 .80 11.0 11.0 270 1 330 12 4 250 25 .75 .52 12.0 12.0 290 310 12 6 250 25 .75 .55 12.0 12.0 295 320 12 8 250 25 .75 .60 12.0 12.0 310 345 12 10 250 25 .87 .80 12.0 12.0 360 415 12 12 250 25 .87 A7 12.0 12.0 385 460 *14 4 150 25 .66 .52 14.0 14.0 370 390 '14 4 250 DI .66 .52 14.0 14.0 370 390 14 6 150 .26 .66 .55 14.0 14.0 375 400 14 6 250 DI .66 .55 14.0 14.0 375 400 14 8 150 25 .66 .60 14.0 14.0 390 425 14 8 250 DI .66 .60 14.0 14.0 390 1 425 14 10 150 25 .66 .68 14.0 14.0 400 460 14 10 250 DI' .66 .68 14.0 14.0 400 460 14 12 250 DI .66 .75 14.0 14.0 425 505 14 14 1 250 DI .66 .66 14.0 14.0 435 530 *Not Included in AW WA C110. Numerals on cuts ind(cate standard order of specifying size of fitting. See notes at end of Table. January 10, 2011 Black & Veatch Corp. 9441 LBJ Freeway — Suite 114 Dallas, Texas 75243 Attn: Mrs. Laura Stratton RE: Southeast Water Reclamation Plant Improvements Contract ITB # 07-730-13M — Project # 92126 The City of Lubbock, Texas Black & Veatch Corporation Subj.: Proposed Contract Modification (PCM-78R) — Add three Thrust Restraint Pipe Supports for the WAS Discharge Header Dear Laura: As requested by Black & Veatch letter dated November 12, 2010, and later revised Eagle Contracting proposes to add three Thrust Restraint Pipe Supports to the WAS Discharge Header inside the Secondary Sludge Pump Station for the Total Lump Sum Amount of Four Thousand and Sixty -Seven Dollars and Eighty -One Cents ($4,067.81). We are ordering these supports today and will install there once we receive them. We disagree with the Engineer on this matter but understand that the Engineer feels that these supports are necessary. We will ask that the engineer and owner get together to discuss this issue and come up with an honest and fair reason why or why not these supports should be our responsibility to provide at no extra costs. Sincerely, Glenn Grant Project Manager cc: File (Proposals), Lubbock — Zoltan Fekete, B&V — Rich Houghton & Field P.O. Box 1600 0 Keller, Texas 76244 Metro (817) 379-1897 0 Metro (817) 379-0610 Fax Eagle Contracting, L.P. SEWRP - Lubbock Date: January 10, 2011 Job No. 171 Proposal: PCM-78R Work Description: WAS Discharge Thrust Restraint Ref. Black & Veatch letter dated 11-12-2010 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS SUBCONTRACT $ $ Add three (3ea) WAS Discharge , Header Thrust Restraint Pipe Supports Install/Remove Temporary Supports 12 mhs 0.00 16.70 200.40 as requested (2menx2hrsx3ea) 0.00 0.00 Purchase Thrust Restraints 1 Is 2,000.00 2,000.00 0.00 Epoxy for Drill -In Anchors 12. ea 7.50 90.00 0.00 0.00 , 0.00 Install Thrust Restraint P.Supports 38 mhs 0.00 16.70 634.60 (4men x 8hrs/day x 1.2 days) 0.00 0.00' 0.00 0.00 A -Frame & Hoist for Installation 2 days 25.00 50.00 0.00 Small Tools (5% of labor) 1 Is 835.00 41.75 0.00 0.00 0.00 TOTAL LABOR TOTAL LABOR W/O BURDEN LABOR BURDEN/BNFTS - 52% TOTAL LABOR TOTAL MATERIALS TOTAL SUBCONTRACTS SUBTOTAL INSURANCE @ 2-1/2% SUBTOTAL OH&P@15% TOTAL CONTRACT TIME EXTENSION REQUEST = 0 DAYS SEWRP - Lubbock 2,181.75 835.00 0.00 835.00 434.20 1,269.20 2,181.75 -0.00. 3,450.95 86.27 3,537.22 530.58 4,067.81 Proiect Chanqe Order - Detail Job F370 Lubbock SE WRP lmpr. Property of Seguin Fabricators, Ltd (Variation Ref Equals 14) Change Order ref. 14 Description WAS Thrust Restraint Date created 11/17/10 Date received 11/17/10 Internal / External External Status RFQ Created by RANDY Customer PO number Customer ref RFQ-WAS Engineer ref Architect ref Invoice number Invoice date Payment date Notes revise qty from 5 to 3 email from Glenn 1-7-11 Randy, Page # 1 01/10/11 08:36:23 Estimated value $2,000.00 Agreed value $0.00 The Engineer and Owner has change the scope of supply for this work and it affect your Change Order 14. Please requote this CO for three supports instead of five. Please include freight to the job in your quote. Thanks, Glenn Grant Eagle Contracting, L.P. (5) W6x15 Thrust Restraint 4'-5" long 11-15-10 email from Glenn Grant Randy, Please get ma a price to furnish & deliver 5ea. of these galvanized thrust restraint pipe supports with anchors and u-bolts per the attached request. Thank You, Glenn Grant Eagle Contracting, L.P. This report was generated by FabTrol MRP software. For product information, call (541) 485-4719 or visit www.fabtrotcom PDF created with pdfFactory Pro trial version www.softwarelabs.com BLACK & VEA` CH a 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 Subject: Dear Mr. Grant: B&V Project 140092.6100 B&V Fite G-1.6 November 12, 2010 WAS discharge thrust restraint As recommended by Chris Cortez with South Western Environmental Equipment Technicians in a letter dated September 30, 2010, and in compliance with the Contract Documents, permanent thrust restraint shall be installed at each discharge Tee on the waste activated sludge header. The thrust restraints will address the concerns with the movement of the discharge piping as the pipe hangers cannot adequately provide thrust restraint. We recommend that the new supports be installed as indicated in the attached detail. If Eagle believes that this is additional work, a cost proposal including all additional costs shall be submitted for review. The additional work shall be executed in accordance with the Contract Documents. Eagle is not authorized to complete any additional work until the work is included in a signed change order. Please feel free to call me at 214/570-7076 should you have any questions. Sincerely, BLACK & VEATCH Laura A. Stratton, P.E. Engineering Manager LAS attachments cc: Mr. Zoltan Fekete, City of Lubbock, pdf copy Ms. Mary Gonzales, City of Lubbock, pdf copy Mr. Rich Houghton, B&V, pdf copy Black & Veatch Corporation - 9441 LBJ Freeway - Suite 114 • Dallas. TX 75243 USA - Telephone: 214.570,7D00 Black & Veatch Corporation • Registration No. F-258 Ltathrust restraints at the five rge Tees along header 1 V4V.Y••.v.Vv.Wr•.-y�•Y-, .,., r:�.Y]. � i fll h >.I..Y .'�r.];. z9 61, �1 t I "} • . n.-r. ' . ._ '.'^.1Y•.v/.-•/v�•-•y]T.��. li•.••r-/rn �r.-.�-M N � L"[ry I, r :j� =avmo]r wY+Lren • . 4� zi QCy 1 p�Q'm'^^f� - r i.e x.t'• 1 CO r 8 `• k1{ � w OIOm.O Mr � i T��-�-..��j�� ♦ � �� SY�.t fr... 4 y M1'- 14 i 73 Q yaau�p 1"mi eFel]. / ',1 Y^+ i 1 rur �� •�-IS l •M.[FwMt . wp er . ; � � i ]IaQ f0 IIIQ. •wp' ••COfM M rfVL11G M .M � r.n.. S` �I • -.t .y- .tlbClp, 4Yf 4OH AL PLw 0 rL 3161.50 SG4-6 fc-t t.aI�Q �• r v� ��� CL TEE AND W6 � x �I C W J Q � 318"0 STAINLESS STEEL U-BOL T(TYP) EXIST 6" WAS DISCHARGE — I EXISTTEE PARTIAL PLAN 114" = r.-o" EXIST 8" WAS DISCHARGE FIELD DETERMINE r;EEy— _ 12• 'LAN M\� FIELD LOCATE AfIN(TYP) i I11Z• i i! XIST TEE TRUNK 1 `BErY0N0 --7 \� --,PL 112Xi2`X7'-O- ' ^� V16 i ® GAt V.pis N.-.__.._ ...._.. _,.. ... HILT_* HIT Hy 150 AiX i 1 r J 31a•O STAINLESS STEEL ADHESIVE ANCHOR WITH i fi I Y'Yll 4 1/4• EMBEDMENT (TYP) 318"'0 STAINLESS STEEL - U-BOLT STRIP AROUND TEE ' !� TIGHT BOLT SIZE TO BE ` DETERMINED IN FIELD BASED —/ `\1 lh-+-�/9�••,-'— ON TEE DIMENSIONS(TYP) `'---PL 1/2 GALV �— EXIST TEE BRANCH SECTION t BEYOND 1 112' = 1 • .0 SECTION 2 1 T72" 1'-0 - V v q AMERICAN DUCTILE IRON PIPE AMERICAN Flanged Fillings ANSI/AWWA 011D/A21.1D pj 09 Flanged Tees and Crosses cl. Jam..`- i•^ A-30000 t" Too ti "I. AI.. [t_R 14- pec � UA �! a4•'t Ile S CA i �3t�2..rf A-30200 Cross Size in. Pressure pressur Rating iron Siferrgth Dimensions In Inches Weight In Pounds Run Branch psf Psi T T, H J A-30D00 A-30200 (t00D's! Toe Cross 4 4 250 25 .52 .52 6.6 6.5 65 80 ' 6 4 260 25 .55 .52 8.0 8.0 90 110 6 6 250 25 .55 .55 8.0 8.0 95 1 1 120 8 4 250 25 .60 .52 9.0 9.0 140 155 8 6 250 25 .60 .55 9.0 9.0 145 165 8 8 " 250 25 .60 .60 . 9.0 9.0 155 195 10 4`r 250 25 - .68 *'.52-" 11.0 11.0 205 220 10 6 250 25 .68 .55 11.0 11.0 215 1 1 240 10 8 250 25 .68 .60 11.0 11.0 225 265 10 10 250 25 1 .80 1 .80 11.0 11.0 270 330 12 4 250 25 .75 .52 12.0 12.0 290 310 12 6 250 25 .75 .55 12.0 12.0 295 320 12 8 250 25 .75 .50 12.0 12.0 310 1 1 345 12 10 250 25 .87 .80 12.0 12.0 360 415 12 12 250 25 .87 .87 12.0 12.0 385 460 '14 4 150 25 .66 .52 14.0 14.0 370 390 '1.4 4 250 DI .66 .52 14.0 14.0 370 390 14 6 150 25 .66 .55 14.0 14.0 375 400 14 6 250 DI .66 .55 14.0 14.0 375 400 14 8 150 25 .66 .60 14.0 14.0 390 425 14 8 250 DI .66 .60 14.0 1 14.0 1 390 425 14 10 150 25 .66 .68 14.0 14.0 400 460 14 10 250 D .fib .68 14.0 14.0 400 1 460 14 12 250 1 DI 66 .75 14.0 14.0 425 505 14 14 250 DI .66 .86 i4.0 14.0 1 435 530 •Not Included in AWWA C110. Numerals on cuts Indicate standard order of specifying size of filling. See notes at end of Table. May 6, 2011 Black & Veatch Corp. 9441 LBJ Freeway —Suite 114 Dallas, Texas 75243 Attn: Mrs. 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-78R 5-6-11) — Add three Thrust Restraint Pipe Supports for the WAS Discharge Header Dear Laura: As requested by Black & Veatch letter dated November 12, 2010, and later revised Eagle Contracting proposes to add three Thrust Restraint Pipe Supports to the WAS Discharge Header inside the Secondary Sludge Pump Station for the Total Lump Sum Amount of Three Thousand Two Hundred and Eighty -Five Dollars and Twenty - Eight Cents ($3,285.28). These three thrust restraint pipe supports have been furnished and installed. Sincerely rant Project Manager cc: File (Proposals), Lubbock — Zoltan Fekete, B&V — Rich Houghton & Field P.O. Box 1600 a 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: WAS Discharge Thrust Restraint Ref. Black & Veatch letter dated 11-12-2010 Date: May 6, 2011 Proposal: ;M-78R 5-6-11 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS suscoNTRACT $ $ Add three (3ea) WAS Discharge Header Thrust Restraint Pipe Supports Install/Remove Temporary Supports 121 mhs j i 0.00 16.70 ! 200.40 as requested (2menx2hrsx3ea) ! I I 0.00 0.00 Purchase Thrust Restraints 1 Is 2,000.00 2,000.00 0.00 Epoxy for Drill -In Anchors 12 ea 7.50 90.00 0.00 0.00 0.00 Install One Thrust Restraint P.Support 12.68 mhs 0.00 16.70 211.76 (omen x 3.17 hrs) 0.00 0.00 0.00 0.00 A -Frame & Hoist for Installation 2 days 25.00 50.00 0.00 Small Tools (5% of labor) 1 Is 412.16 20.61 0.00 0.00 0.00 0.00 2,160.61 TOTAL LABOR 412.16 0.00 TOTAL LABOR W/0 BURDEN 412.16 LABOR BURDEN/BNFTS - 52% I 214.32 TOTAL LABOR 626.48 TOTAL MATERIALS 2,160.61 TOTAL SUBCONTRACTS 0.00 SUBTOTAL 2,787.08 INSURANCE @ 2-1/2% 69.68 SUBTOTAL 2,856.76 OH&P@15% 428.51 3,285.28 TOTAL I ( , f+AlI1T�Af�T TIlIIG CVTCLIQIAAI CAI ICCT- A f1AVQ V V I\ 1[\Av I 1 url L. LA 1 uwlvn IAGY(v1..4a 1- v Ll I v SEWRP - Lubbock [ Proiect Change Order - Detail l Job F370 Lubbock SE WRP Impr. Property of Seguin Fabricators, Ltd (Variation Rer. Equals 14) Change Order ref. 14 Description WAS Thrust Restraint Date created 11/17/10 Date received 11/17/10 Internal / External External Status RFQ Created by RANDY Customer PO number Customer ref RFQ-WAS Engineer ref Architect ref Invoice number Invoice date Payment date Notes revise qty from 5 to 3 email from Glenn 1-7-11 Randy, Page # 9 01 /10/11 08:36:23 Estimated value $2,000,00 Agreed value $0.00 The Engineer and Owner has change the scope of supply for this work and it affect your Change Order 14. Please requote this CO for three supports instead of five. Please include freight to the job in your quote. Thanks, Glenn Grant Eagle Contracting, L.P. (5) W6x15 Thrust Restraint 4'-5" long 11-15-10 email from Glenn Grant Randy, Please get ma a price to furnish & deliver Sea. of these galvanized thrust restraint pipe supports with anchors and u-bolts per the attached request. Thank You, Glenn Grant Eagle Contracting, L.P. This report was generated by FabTrol MRP software. For product information, cat/ (541) 4854719 or visit www.fabtroLcom PDF created with pdfFactory Pro trial version www.softwarelabs.com building a world of difference - ENERGY WATER INFORMATION GOVERNMENT City of Lubbock, Texas B&V Project 140092.6100 Southeast Water Reclamation Plant B&V File G-1.6 Contract No. 6 November 12, 2010 Mr. Glenn Grant Eagle Contracting, L.P. P.O. Box 1600 Keller, TX 76244 Subject: WAS discharge thrust restraint Dear Mr. Grant: As recommended by Chris Cortez with South Western Environmental Equipment Technicians in a letter dated September 30, 2010, and In compliance with the Contract Documents, permanent thrust restraint shall be installed at each discharge Tee on the waste activated sludge header. The thrust restraints will address the concerns with the movement of the discharge piping as the pipe hangers cannot adequately provide thrust restraint. We recommend that the new supports be installed as indicated in the attached detail. If Eagle believes that this Is additional work, a cost proposal including all additional costs shall be submitted for review. The additional work shall be executed in accordance with the Contract Documents. Eagle is not authorized to complete any additional work until the work is Included in a signed change order. Please feel free to call me at 214/670-7076 should you have any questions. Sincerely, BLACK & VEATCH Laura A. Stratton, P.E. Engineering Manager LAS atlachments cc: Mr. Zoltan Fekete, City of Lubbock, pdf copy Ms. Mary Gonzales, City of Lubbock, pdf copy Mr. Rich Houghton, B&V, pdf copy Black A Veatch Corporation • 9441 LBJ Freeway • Suite 114 - Dallas, TX 75243 USA - Telephone: 214370.7000 Black 8 Veatch Corporaton . Registration No. F•258 mscau mrust restraints at the five t dislc�harge Tees along header 1 p�R� S �eea0 t 3 +;l' }1\T-.•v•v.••/1'1'V�Y•.�"\M^\W.1'Yti�'YMr�^M\• _ Mh W1.Y Fp M1 Mr•vrMY.�{•r r}\_r•rv!"'M.�..Mfr' r, ii^^ ?i•'E Rn a �. Rf�W rrwxr• =19pp- Y CL frmp LL �l ~ • ^ w.yr` r � . Imo"'% o /m l r 4�4 �.e yy •\ M x �r _ rr..rq +.,,r w .w'e vr.rr; •mntrkK w.ai ! 1. _... ++ciEAlr: t 1 1 1 iriry me waa k� I i � ° 1r II a• A •aaa W- JJ if e0, w+w..avTMe 4T wr Rq I{ rmc�,un* .•a,., ...w. _ � 1 .�`�'o mn ' m�ac�w awi�r.m `xO°. w�"•ar,�",s.;v • I d<�rt�'iecr ,. <•�.nr n.eA,grJa\r are i rrwr °+ 1 r SI o •�- rrac a arc, ain*wR x-... eayyr / s�rmMw ✓'LAM 0 9. 375/ 80 pl, - CC,-& E":It,/( CL TEE AND W6 w o l w� `o a W r Q a 3/6"0 STAINLESS STEEL U-BOLT(TYP) EXIST 6" WAS DISCHARGE ---- rol f i EXISTTEE PARTIAL PLAN 1/4" = 1'-0" EXIST 6" WAS DISCHARGE FfEtO DETERMINE 2 r_ 72" PL Qa-FIELD LOCaTf 1 �7/z t 1 J1 !�`, f ll3- 11IN(TYP) I t •. V 1eXIST TEE TRf)NK _ �• WS '� /'-- PL 712XJ2-X7'-0' I BEYOND GALV.IL —HKrI H_Tr Nr i3O P 't -f' STAINLESS STEEL ff ,e v'•,I - I t, ' ADFJESIUE ANCHOR tVIrH r4 114- EHBEDAtENT ITYp) 30'0 STAINLESS STEEL U_ BOLT STRIP AROUND TEE i TIGH7 8OLT SIZE TO BE DETERMINED IN FIELD 8ASE0 \ ON TEE OIMENSIONS(TYP) ___,.,_ ` 114 E7-- N —EXIST TEE BRANCH PL 1/2 GALV SECTION , eEYOND r 1/2" = r •o SECTION 1 712" 7 .0 ff ik i AMERICAN DUCTILE IRON PIPE AMERICAN Flanged Fitlings ANSI/AWWA 0110/A21.10 Flanged Tees and Crosses ^ -�-� 4 A-30000 Tes_ �w A.30200 Cross Q.1J� 14_ N� p o e �Jt n o fir-- 3 G� K w ��a4• Table No. 6-6 Size In. Hanna pat Iron strength psi ( psi I T 10ge'. 01monsfons In Inohas Weight In Pounds T, t{ d -302 A��OOe00 ACroats Run Branch 4 4 6 4 6 6 8 4 8 6 8 8 " 20 260 250 250 250 250 25 .52 25 .55 25 .55 25 .60 25 .60 25 .60 .52 .. 8 .52 .0 .65 8.0 .52 9.0 .55 9.0 .60 9.0 8.0 8.0 9.0 9.0 9.0 65 80 90 110 95 120 140 155 145 185 155 195 10 4 10 16 1 0 8 10 10 250 250 250 250 25 `� . .68 25 .68 25 .68 25 .80 52 11.0 .55 11.0 .60 11.0 .80 11.0 11.0 11.0 11.0 11.0 206 220 215 240 225 265 270 330 12 4 12 6 12 8 12 10 12 12 250 250 250 250 260 25 1 .75 25 .75 25 .75 25 .87 25 .87 .52 12.0 .55 12.0 .60 12.0 .80 12.0 .87 12.0 12.0 12.0 12.0 12.0 12.0 290 310 295 320 310 345 360 415 385 460 43 9 � i .A 0 �( L # � S a14 a.66 14 14 14 14 4 1 6 6 8426 8 150 250 150 250 160 25 1 DI .25'4 DI DI .66 .66 .66 .66 .52 52 .55 .55 .60 14.0 14.0 14.0 14.0 14.0 14.0 14.0 14.0 14.0 14.0 370 370 375 375 39900 1 390 390 400 400 425 14 14 14 14 1 10 1 10 12 14 150 250 250 250 1 25 DI' DI DI .66 .66 .66 .66 .66 . .7576 .66 14.0 14.0 14.0 14.0 14.0 14.0 14.0 14.0 400 4 42625 435 1 460 460 505 530 ' -Not Included in AWWA 0110. Nurnamis on cuts Indicate standard order of specifying site of filling. Sea notes at and of Teals. ' November 19, 2010 Black & Veatch Corp. 9441 LBJ Freeway —Suite 114 Dallas, Texas 75243 Attn: Mrs. 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-79) — Deductive offer to delete Replacement of existing RTU-6 and instead replace only parts of the Existing RTU Dear Laura: The Owner felt that 2 days shutdown to totally replace the existing RTU-6 with a new RTU would impair the operations a the Solids Handling Facilities so our electrician came up with a method to make the changes to existing RTU-6 that would require a shorter downtime. Please accept this Credit for not supplying a new RTU-6 for the Total Lump Sum Amount of Three Thousand Dollars and No Cents ($3,000.00). Sincerely I Grant roject Manager cc: File (Proposals), Lubbock — Zoltan Fekete, B&V — Rich Houghton & Field P.O. Box 1600 0 Keller, Texas 76244 0 Metro (817) 379-1897 0 Metro (817) 379-0610 Fax Eagle Contracting, L.P. SEWRP - Lubbock Date: November 19, 2010 Job No. 171 Proposal: PCM-79 Work Description: Delete replacement of RTU-6 and only replace SCADA Pack Ref. MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS_ suecoNTRAcT $ $ Delete Replacement of RTU-6 and instead only replace SCADA Pack Note: This will enable this work to be performed quickly as requested by the Owner i ! Subcontract work 1 Is (4men x 8hrs/day x 2 days) TOTAL LABOR DOTAL LABOR W/O BURDEN LABOR BURDEN/BNFTS - 52% j TOTAL LABOR (TOTAL MATERIALS TOTAL SUBCONTRACTS j TOTAL CONTRACT TIME EXTENSION REQUEST = 0 DAYS {3,000.00r 0.00; ! 0.001 0.00 0.00 i (3 D00 0 0.00:, � --- i 0.00 j 0.000.00 0.00 0 0,00 SEWRP - Lubbock j 3,000.00 (3,000.00) fltc o m Pn n v LECTRIC ELECTRICAL CONTRACTORS November 17, 2010 Eagle Contracting P.O. Box 1600 Keller, Texas 76244 Attn: Glen Grant Re: Southeast Water Reclamation Plant Improvements Lubbock, Texas Dear Glen, Please deduct $3000.00 from our original cost proposal for the replacement of RTU #6. Bauman Instruments will need about 2 hours downtime to replace the SCADA Pak and have Wunderlich-Malec upload the existing PLC program and download it to the replacement SCADA-Pak. It will take a few hours of testing to verify the program is functioning correctly, but this work can be conducted with little interruption of the connected equipment. Please advise when we can proceed with the swap out. Sincerely, Barry Brown 108 E. 82nd Street Lubbock, Texas 79404 (806) 745-7720 Fax: (806) 745-3102 LACK & VEATCH r-. o 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 Subject: Dear Mr. Grant: B&V Project 140092.6100 B&V File G-1.6 October 27, 2010 Individual WAS meters In order to have improved process control, Eagle is being requested to install flow meters in the 6-inch discharge lines for the three WAS pumps, P-4601, P-4602, and P-4603. The following changes are required. Also refer to the attachments for the location of the meter installation. 1. The meters shall be 4-inches and located in the horizontal piping downstream of the discharge valves and will be tagged FE/FIT-4610 (for pump P-4601), FE-FIT-4620 (for pump P-4602), and FE-FIT-4630 (for pump P4603). Each meter, as close to practicable, shall be located such that the meter is provided a minimum of five upstream pipe diameters and two pipe diameters downstream of straight run obstructionless pipe. The flow meter shall be electro-magnetic type and shall meet the requirements included in Section 13562, paragraph 2-2.02. The meter shall be MagMaster MFE's as manufactured by ABB and be the same model as the meters and signal converters of the other electro-magnetic type meters provided under this contract. 2. The new flow meter 4-20mA signals (FIT-4610, -4620, -4630) will be ranged to read 0-200 gpm. The meter output will be added to and displayed on the secondary clarifier display screen. 3. Trend screens will be developed for each signal. 4. The Constant Wasting Rate automatic mode will be specific to each WAS pump. FIT-4610 will provide the process variable feedback for P-4601 when it is selected for WAS service, FIT-4620 will provide the process variable feedback for P-4602, and FIT-4630 will provide the process variable feedback for P-4603. The revised control description in Section 13550 shall read as follows: Remote automatic control shall be provided through the RTU. When the O-O-R selector switch is in the REMOTE position, the LOCAUREMOTE AFD LCD selection is set to REMOTE, and AUTO is selected at the HMI, Two modes of control shall be provided for the WAS pumps. The control strategy shall automatically control the speed of the appropriate pump based on the assignments made using the field mounted selector switches and the MANUAUAUTO selections made for the pumps at the HMI. Each pump will be dedicated to a clarifier, SCSC-P-4601 dedicated to Secondary Clarifier No. 1, WAS-P-4602 dedicated to Secondary Clarifier No. 2, and WAS-P-4603 dedicated to Secondary Clarifier No. 3 A constant wasting rate shall be provided where the operator shall enter the wasting flow rate at the HMI and the WAS pumps shall be controlled to provide the WAS flow entered by the operator. The maximum allowable flow rate setpoint shall not exceed the capacity for one pump operation (initially set at 190 gpm). The wasting flow rate shall be the setpoint for a Proportional plus Integral plus Derivative (PID) controller to maintain the required pump speed and flow. 5. Each of the new flow meter 4-20 mA signals (FIT-4610, -4620, -4630) shall be routed to RTU 8. Existing spares in the RTU shall be utilized to accommodate the additional signals. Black & Veatch Corporation 9441 I.BJ Freeway Suite 114 -Dallas, TX 75243 USA Telephone: 214.570.7000 Black & Veatch Corporation - Registration No. F-258 Page 2 Eagle Contracting, L.P. B&V Project 140092.6100 Mr. Glenn Grant October 27, 2010 6. The existing flow meter (FE/FIT-46070) shall remain in place and operational. It will no longer be used in calculations for WAS wasting rates but will be used to determine the scum flow rates. 7. FIT-4670 is located on the west wall of the room with the pump station stairwell. If sufficient space is not available adjacent to FIT-4670 for the three additional FITs, then FIT-4610, -4620, and -4630 shall be located on the east wall of the room directly across from FIT-4670 at the same elevation. 8. Wiring for each FE/FIT shall be as follows: a. Route cable by manufacturer in 3/4-inch conduit from the sensor (FE) to the transmitter (FIT). b. Route 2#12, #12G, 3/4-inch from panelboard 51-2 circuit 15 to each FIT for 120 VAC power. C. Route 1-1 PR#16S, 3/-inch from each FIT to RTU 8. Shielded cable maybe grouped into one 1-inch conduit. 9. The Contractor shall add any additional pipe supports required to accommodate the new items. 10. New plug valves VP-4615 (for P-4601), VP-4625 (for P-4602), and VP-4635 (for P-4603) shall meet the requirements of Specification Section 15102. 11. EBAA Iron Series 2100 Mega flange, or other equal wedge -style restrained flange system, shall be used to make the connection for the new piping to accommodate the meters. Eagle shall review the requested changes and provide a cost proposal. The additional work shall comply with the Contract Documents. Eagle is not authorized to complete any work until the work is included in a signed change order. Please feel free to call me at 214/570-7076 should you have any questions. Sincerely, BLACK & VEATCH Laura A. Stratton, P.E. Engineering Manager LAS attachments cc: Mr. Zoltan Fekete, City of Lubbock, pdf copy Ms. Mary Gonzales, City of Lubbock, pdf copy Mr. Rich Houghton, B&V, pdf copy No Text Owner Computed By Plant Unit Date 20 BLACK & VEATCH Project No. File No. Verified By Title Date 20 Page of W U d U) H z LU h Iz f— O z O 0 m CV T z n �a t I REVISED, SUPERSEDED, AND VOID CALCULATIONS MUST BE CLEARLY IDENTIFIED, INITIALED, AND DATED BYTHE RESPONSIBLE INDIVIDUAL. Made from recycled material November 22, 2010 Black & Veatch Corp. 9441 LBJ Freeway — Suite 114 Dallas, Texas 75243 Attn: Mrs. 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-80) — Add three WAS flow meters in the vertical portion of the WAS discharge Header of each of the three WAS Pumps inside of the Secondary Sludge Pump Station so each pump can be metered separately Dear Laura: As requested by Black & Veatch letter dated October 27, 2010 and revisions requested in Black & Veatch e-mail dated November 18, 2010, Eagle Contracting proposes to add three flow meters in the vertical portion of the Discharge Piping for the three WAS pumps and change the function of the existing meter to a Scum meter for the WAS & Scum Pumps inside the Secondary Sludge Pump Station for the Total Lump Sum Amount of Forty Six Thousand Five Hundred and Twenty Three Dollars and Twenty Five Cents ($46,523.25). S incerel ant Project Manager cc: File (Proposals), Lubbock — Zoltan Fekete, B&V — Rich Houghton & 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 Date: November 22, 2010 Proposal: PCM-80 Work Description: Individual WAS Meters Ref: Black & Veatch letter of 10-27-10 & E-mailed Revisions per B&V dated 11-18-10 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS SUBCONTRACT $ $ Install WAS Flow Meters in the Verticle Discharge of the three WAS Pumps inside the Secondary i Sludge Pump Station Install three new WAS Meters - 1 ' Is 26,351.10 0.00 ! 0.00 Electrical and Instruments 0.00 0.00 Tie these 3 meters and the old meter 1 Is 2,760.00 0.00 0.00 j j back into SCADA i 0.00 , 0.00 Paint new Piping & Electrical Conduit 1 Is 750.00 ; 0.00 0.00 0.00 0.00' Purchase Piping & Valves 1 Is 5,007.15 5,007,15. 0.00: Freight for above Pipe & Valves 1 ; Is 195.00 195.00 0.00 0.00 - 0.00 Install Piping & Valves in the Verticle 160 mhs 0.00 ! 16.70 2,672.00 run of the WAS Discharge for the 3 0.00: 0.00 j j Pumps (omen x 8hrs/day x 5days) 0.00 0.00 j 0.00. 0.00 Small Tools (5% of Labor) 1 Is 2,672.00 133.60. 0.001. 0.00 0.00 Construction Equipment: 0.00 0.00 A -Frame & Hoist 0.25 mo 750.00 , 187.50 0.00 Work Platfrom Scaffolding 0.25 mo 300.00 : 22.50 ; 0.00 0.00 ! 0.001. 29,861.10 5,545.75 ' i TOTAL LABOR 2,672.00 0.00 TOTAL LABOR W/O BURDEN 2,672.00 j LABOR BURDEN/BNFTS - 52% 1,389.44 ; TOTAL LABOR 4, 061.44 TOTAL MATERIALS 5,545.751 TOTAL SUBCONTRACTS 29,861.10 0.00 SUBTOTAL 39,468.29 INSURANCE @ 2-1/2% 986.71 SUBTOTAL 40,455.00 OH & P @ 15% 6,068.26 TOTAL 46,523.25 SEWRP - Lubbock � ®i11G Acme Electric PROPOSED CHANGE ORDER 108 E szND No. 00018 Lubbock, Texas 79404 TITLE: INSTALL 3 - 4" MAGMETERS PROJECT: SOUTHEAST WATER RECLAMATION PLANT TO: Attn: Glenn Grant Eagle Contracting RE: To: From: Item Description Stock# Quantity Units 00001 ELECTRICAL MATERIALS 1.000 00002 LABOR MANHOURS 120.000 00003 LABOR BURDEN 2640.000 00004 BAUMAN INSTRUMENTS 1.000 00005 SUPERVISON 16.000 00006 SMALL TOOLS AND 1.000 SCAFFOLDING 00007 PROFIT AND OVER[IEAD 22914.000 DATE:11/19/2010 JOB: 1362 CONTRACT NO: Number: Unit Price Tax Rate Tax Amount Net Amount S 1,404.00 0.00% $0.00 $1,404.00 $29.00 0.00% $0.00 $3,360.00 S0.50 0.00% $0.00 $1,320.00 S15,790.00 0.00% S0.00 S15,790.00 $40A0 0.00% $0.00 $640.00 $400.00 0.00°% $0.00 $400.00 $0,1 S 0.00% Unit Cost: Unit Tax: Lump Sum: Lump Tax: Total: S0.00 S3,437,10 $26,351.10 $0.00 $0.00 $0.00 $26,351.10 APPROVAL: By., � By: BARRY BROWN Glenn Grant Date: �4/L, Date: Expedition 01, Wunderlich-Malec Systems, Inc.* PROPOSED CHANGE ORDER 2855 Trinity Square Drive No. 00008 Phone: 469-574-2520 Carrollton, TX 75006 Fax: 469-574-2525 TITLE:New WAS Flow Meters (3) Programming PROJECT. SWRPI Contract No.6 TO: Attn: Glen Grant Eagle Contracting, L.P P.O. Box 1600 Keller, TEXAS 76244 Phone: 817-379-1897 RE: To: Fax: 817-379-0610 From: DATE: 10/29/2010 JOB: 171-1606 CONTRACT NO:171-1606 Number: DESCRIPTION OF PROPOSAL Add SCADA for 3ea new WAS Flow Meters and the Reprogramming on lea existing FIow Meter hooked to RTU-8 and SCADA inside the Secondary Sludge Pump Station The following items will be completed per the direction of Eagle Contracting. - Progranuning for 3 new WAS Flow Meters and Reprogranuning for I Flow Meter on RTU 8 - SCADA updates for programming changes - Remote commissioning of the Programming and SCADA changes ***All programming and commissioning of the new programming can be performed remotely (oft -site). If it is determined that an on -site visit is necessary additional costs will be needed to cover travel expenses and time. Item Description Stock# Quantity Units Unit Price Tax. -Rate Tax AnioUnt Net Amount 00001 Add SCADA for 3 new WAS 1.000 $2,760.00 "0.00% $0.00 . $2,760.00 Flow Meters,Reprogramming 1 existing Flow Meter By: Glen Grant Date: nxpedidonO Unit Cost: $2,760.00 Unit Tax: $0.00 Unit Total: $2,760.00 By: �"j _ Allen Steffler Date: 10/29/2010 RE: SEWRP - Lubbock (RFQ - Paint 3ea runs of elevated WAS Discharge Pipe at SSPober SFrid9, 2010 10:36 AM ; From: 'Bill Weale" <bweale@midwestcoatings.com> To: "'glenn grant"' <g.grant@eaglecontractingip.com> Glenn, Our price to paint the` 3 new runs and about 150 If of conduit is $750. Thanks, Bill 2010-11-22 10:43 1 1 » 8173790610 P 1/5 211 Sansom Blvd. P.O. Box 79230 Saginaw, Texas 76179 817-439-5575 817-439.3738 (Fax) Number of pages including cover sheet 5 : Please call if total number of pages were not received. DATE: November 22, 2010 FAX TO: Eagle Contracting ATTN: Glenn Grant FAX NO.: 817-379-0610 FAX FROM: Amy Howard amyh .lonestarpipe.com MESSAGE: Quote attached! in i� LONESTAR PIPE FABRICATION, INC. 211 SANSOM BLVD. SAGINAW, TX 76179 817-439 5575 817-439-3738 (FAX) DATE: 1112212010 Qvam 0 1806AM TO: EAGLE CONTRACTING ATTN: GL.ENN GRANT PROJECT NAME; SEWRP-LUBBOCK OTY UNIT DESCRIPTION UNIT PRICE TOTAL PRICE 6 EA. 6" X Vt Fl-JUNGED CO\CEiTRW REDUCERS, PRI1lED EXTERIOR S 78.58 S 471.49 3 EA. 4" FLANGED DIP t'- 9" LONG- PREMED EXTEMOR S 131.29 S 393.87 3 EA. 4" Fl.A4NGED DIP 8" LONG -PRIMED EXTERIOR S 105.88 S 317.64 3 EA. 6" VAL-NIATIC FLANGE PLUG VALVE W/ GEAR & CHAIN MMEEL (12' CHAIN EA)- EPDXY LINED & PRIME EXT S 1,129.41 S 3,388.23 3 EA. 6" STARFLANGE RESTRAINED ADAPTER FLANGE COUPLING FOR Di PIPE, EPDXY LINED & PRIME ENT S 76.47 S 229.41 12 EA. 6" NUTS, BOLTS & GASKET SETS S 10.95 S 131AO 12 EA, 4" NUTS, BOLTS & GASKET SETS S 6.26 S 75.12 I �s FREIGHT: CPPA y v v TOTAL PRICE S 5,007.15 W 2010-11-22 10:43 1 1 >> 8173790610 P 3/5 STARITIPE PRODUCTS INFORMATION.,: StorftnW Series 3200 Is a restrained adapter flange coupling device designed to connect plain end ductile iron pipe to a Ranged pipe, valve or fitting, A duale iron flange body provides the flange connecfion and includes on 0-ring gasket that Seals with the mating Range, The Storgripm Series 3000 provides restraint for the plain end ductile iron pipe, No Special Tools Required for Installation Sorios 3200 forDuctAo Iron Plpo FEATURES & ADVANTAGES • Provides ileAblilty to accommodate pipe misalignment • No special tools required for installation • Fully restrained to pressure rating of pipe with a 2:1 safety factor • Pipe and does not need to be square cut. • StarF7ange'm body and Stargripm are manufactured from high strength Ductile Iron per ASTM A536, Grade 65-45-IZ • Flange meets ANSI Class 125/160 and ANSI/AWWA C115/A21.15 dn11 pattern. • MJ gasket and O-ring Range gasket are made from styrene butadiene rubber (SBR) per ANSI/AWWA Ci i i/A•21,11. • T-bolts / nuts are produced from high strength low alloy steel per ANSI/A W WA Cl I I/A-21,11 • Restraint wedges ore heat -treated to minimum 370 BMN, Includes Storgripm, Flange Adopter, MJ Gosket. O-Ring gasket and low ahoy steel T-bolts • StcrganWsize 3'-12' are Rsted With Underwriters Laboratories Inc. and approved by Factory Mutual Research (FM). StarFiange'" Adapters are F8E coated, Roftined adopter Aongo is 10 po USOU 10 COnnecl plain and duCtnv iron pipe to o flangod pipe. vatic or Offing. The dovko shut DO monufacivwd of hkjh strongth duclto iron iR =0110011cO to ASTM A36 GeW0 65-45.12 for atsku.s. The restrolnor portion of the device shot bo of wOdgo typo dusfgn with fargUe tmfting balls to Insvo proper Ongagomont of fll0 wodgox ApptCoble drmOrWons shall conform to ANSI/AWWA Cl) i/A21.15, C i 1o/A21.10 and C153/A21,53, Pfango ends to moot ANSI Class 125/150 G ANSI/AWWA CI15/A21,15OVportem, the restrained adaptor tango Shan have a moxMtum work§rg pressure of 350 Psi forsiros 3•. Wow 260 Psi rorskos Ili"-24 At si os &Wjj0vo o mkYmum safety faclorof 2.'1 fi.e. twice fhc mmrMwm (ofdiy at iN? Slofflongon" Sodes 3200). Rasholnod flange adaptor shot ba star, Ptpo Products SfoffkMolm series 3200 or an approvod oquol. Rvnuor STAMP I VE n40DU= MWONCaroult9041111%reon.•••,W]FAx9nr.5sev000 w,w.uapo•waduetwom Page 27 2010-11-22 10:43 1 1 >> 8173790610 P 4/5 S to ff l a n g eTM series 3200 Restrained Adapter Flange Coupling for Ductile lron Pipe TECHNICAL INFORMATION _ 5Z E' 00SPECIFICATIONS' ITEM CODE MAX PRESSURE RAPING A TWISTED OFF 8 C 0 E MAX JOINT DEFLBGTION° APPROX WT. (Las) 3 RAC3203 350 9.85 8.45 7.50 4.06 3.88 2.13 5° 19 4 RAC3204 350 11.06 9.28 9.00 4.90 4.35 2.13 50 27 6 RAC3206 350 13,06 11,38 11.00. 7.00 5.25 2.50 5° 40 8 RAC3208 350 15.25 13.53 13.$0 9.15 5.25 2.50 50 52 10 RAC3210 350 17.25 15.58 16.00 11.20 5,62 2.50 30 71 12 RAC3212 350 19.50 12.68 17.00 13.30 5.69 2.50 30 98 14 RAC3214 350 21.25 19.82 21,00 15.44 6.67 3.00 20 133 16 RAC3216 350 23.34 21.92 23.50 17.54 6.79 3.00 20 162 18 RAC3218 250 26.40 24.84 25.00 19.64 7.40 3.00 1.60 196 20 RAC3220 2$0 28,56 27.00 27,$0 21.74 7.41 $,00 1.59 229 24 RAC3224 250 33,86 32.30 32.00 25,94 7.90 3.00 1° 328 3D RAC3230 250 40.12 38.56 38.75 32.17 8.50 3.00 1° 50$ 36 RAC3236 1 250 1 46,42 1 44.86 1 46,00 1 38.47 1 9.00 t3,00 10 659 •A9 dimeruloru In Inches except where indicated, I - DOAXIJIOn OHOWd of minimum pipO InkYllon. NGVa p,RGISItY[D IRAIXMAkR U SIAN,9'l nl 5 �� m,+rrrt "MV FM VAON 4¢mm"jim rkll• Ia06 vwa06ol i Ax 4e"3b vnm "MWU�u�d, plp0l4q � w� Pogo 28 2010-11-22 10:43 1 >> 8173790610 P 5/5 S�'C#�'>�lC1n �''TM series 3200 Restrained Adapter Flange Coupling for Duc111e Iron Pipe INSTALLATION INSTRUCTIONS - SIZES 3rr- 24" I �. N5 ,i� � � '•T "_C��J FI-A' �•':I �`.I '_"s.,'t�i�`�. :? I�rM .�yl. . :STEP,T :STEP 2 STEP 3:. Check the Star bVe"' ensuring that no damage has occurred or pods are missing, Mpko SUro that tho 0-Mg gasko) an tho Bongo f0co of the Slatmngo- is socuroly in place. The ploo end must be thoroughly clooned for a distance of 2- greotor than the terlglh Of tho Sloftmgo- body. (see dimension -D-) 30do the SlergV Blond on the prom end of the papa making sure that the Up extension I, towards the mechanical Joint bell of the Stcd1onpo-, Brush both the gasket and the plain end of the pipe with soopy wolor or opprovod pipe Wbriconi. which moats ANSVAWWA CIi)/ A21.11. Slide the MJ gasket ovar the pipe with The beveled edgy towards Iho MJ bell of SfotNange. Slide the StarFIQwo " on to the pipe with the MJ boll towards the Stcrgrip" Gland, Pipo must be insuflod Into the SlatFWgo- a mtAkmvm or 1125- On 764", Z,50D' On 6.12" and 3,000- on 14"-2e to ahaln maximum deflection per table. Position tho pipe and fiangod and of SIOfFkxngo" agWnsl iho ma1Mg Bongo, making sure that the range boil notes Me - Up, As$omblo the Clanged joint Using flange bons. Note: Ran* bolls net supplied with S1o111101 qo", Centerthe pipe so that thespace between the 00 of iho pipo and the ID of the Sloftngo-Is ovon oil around tho pipo. Slide the MJ Ggskot Into rho Iv1J boll tacos of Iho Sladbrige-, S1fdo rho S►argfip" towards the Slarmngo- wllh the Bland Ilp against file gasket. Insoff i bolts and hand-righten nuts, i"w IM� °�..�11� ,"ts i,id.l s� •a�+~t/g ,"�ti (i,.l+�� i �ca^;.J N..,,, y 1N�sirkW. ;.SFEP.4 ;'STEP _ 5TPP:b Tighten the T-Ws to normal range of bog forgvo (Sac faWO bolowl, It is npcossory that Iho gland be brought up toward tho boll name evenly, maintaining approximately The sans cWanco between tho gland and the loco of the Bongo at all points around the socket. T-bolls should be tightened allemOtaly on opposite sides (Star Polleml (See Table A), Hand tighten the torque 6rniting ty&t off nuts in a clockwkro dtroction Until oil wodgos afo in firm Contact with the pipe surloCo. Continue tightening in an alternative manner going on the opposito silos (Star Poltomh until oil of tho nulls hovo boon twisted off. Novar turn a single nul over 100 degrees withoul ollomoting to another nut. B ronwvpl is necessary, utilize the L/d' hox head proviaed. fH raassembly Is reorucl, assemble Iho Joint In the same manner as above and lighten the wedge bolts 10 90 M. N, on sixes 3 -20-, 120 Ibs, ft, on Aos 24"-36- B 130 k% rt, on sizes 42 =40"J. Note:9 effective sealing Is nor attained at the moxinxrm torquelnalcofea, Inen ine joint should bedlsassemblea, Inoroughly cleaned, and reassemblea. ovorstrossing the bolls to compensate for poor ItWollollon practice Is not acceptable. Note; Not to be used on plain and fittings or PVC. HOPE or steel pipe. Pin me bOSTSR! RA?4110f 1 TORau! R 1&V 45-60 H2i 3/4 0•y0 :q34 1 104120 'T"W IOfgv" f0rV *M "YkaManlz of AwwA CSW wyma1 alnMINCED MAWIMNKOf ukH'rr s M MONCOVOAAMITOLLfNlFWD-999.i00oVAXiMMM wwwjWg9pW*dvcumn Pogo 29 BLACK & VEATCH s 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 Subject: B&V Project 140092.6100 B&V File G-1.6 October 27, 2010 Individual WAS meters Dear Mr. Grant: In order to have improved process control, Eagle is being requested to install flow meters in the 6-inch discharge lines for the three WAS pumps, P-4601, P-4602, and P-4603. The following changes are required. Also refer to the attachments for the location of the meter installation. 1. The meters shall be 4-Inches and located in the horizontal piping downstream of the discharge valves and will be tagged FE/FIT-4610 (for pump P-4601), FE-FIT-4620 (for pump P-4602), and FE-FIT-4630 (for pump P4603). Each meter, as close to practicable, shall be located such that the meter is provided a minimum of five upstream pipe diameters and two pipe diameters downstream of straight run obstructionless pipe. The flow meter shall be electro-magnetic type and shall meet the requirements included in Section 13562, paragraph 2-2.02. The meter shall be MagMaster MFE's as manufactured by ABB and be the same model as the meters and signal converters of the other electro-magnetic type meters provided under this contract. 2. The new flow meter 4-20mA signals (FIT-4610, -4620, -4630) will be ranged to read 0-200 gpm. The meter output will be added to and displayed on the secondary clarifier display screen. 3. Trend screens will be developed for each signal. 4. The Constant Wasting Rate automatic mode will be specific to each WAS pump. FIT-4610 will provide the process variable feedback for P-4601 when it is selected for WAS service, FIT-4620 will provide the process variable feedback for P-4602, and FIT-4630 will provide the process variable feedback for P-4603. The revised control description in Section 13550 shall read as follows: Remote automatic control shall -be provided through the RTU. When the O-O-R selector switch is in the REMOTE position, the LOCAL/REMOTE AFD LCD selection is set to REMOTE, and AUTO is selected at the HMI, Two modes of control shall be provided for the WAS pumps. The control strategy shall automatically control the speed of the appropriate pump based on the assignments made using the field mounted selector switches and the MANUAL/AUTO selections made for the pumps at the HMI. Each pump will be dedicated to a clarifier, SCSC-P-4601 dedicated to Secondary Clarifier No. 1, WAS-P-4602 dedicated to Secondary Clarifier No. 2, and WAS-P-4603 dedicated to Secondary Clarifier No. 3 A constant wasting rate shall be provided where the operator shall enter the wasting flow rate at the HMI and the WAS pumps shall be controlled to provide the WAS flow entered by the operator. The maximum allowable flow rate setpoint shall not exceed the capacity for one pump operation (initially set at 190 gpm). The wasting flow rate shall be the setpoint for a Proportional plus Integral plus Derivative (PID) controller to maintain the required pump speed and flow. 5. Each of the new flow meter 4-20 mA signals (FIT-4610, -4620, -4630) shall be routed to RTU 6. Existing spares in the RTU shall be utilized to accommodate the additional signals. Black& Vealch Corporation • 9441 LBJ Freeway • Suite 114. Dallas, TX 75243 USA • Telephone: 214.570.700D Black & Veatch Corporation - Registration No. F-258 Page 2 Eagle Contracting, L.P. B&V Project 140092.6100 Mr. Glenn Grant October 27, 2010 6. The existing flow meter (FE/FIT-46070) shall remain in place and operational. it will no longer be used in calculations for WAS wasting rates but will be used to determine the scum flow rates. 7. FIT-4670 is located on the west wall of the room with the pump station stairwell. If sufficient space is not available adjacent to FIT-4670 for the three additional FITS, then FIT-4610, -4620, and -4630 shall be located on the east wall of the room directly across from FIT-4670 at the same elevation. 8. Wiring for each FE/FIT shall be as follows: a. Route cable by manufacturer in :%-inch conduit from the sensor (FE) to the transmitter (FIT). b. Route 2012, #12G, 3/-inch from panelboard 51-2 circuit 15 to each FIT for 120 VAC power. C. Route 1-1 PR#16S, 3/-inch from each FIT to RTU 8. Shielded cable may be grouped into one 1-inch conduit. 9. The Contractor shall add any additional pipe supports required to accommodate the new Items. 10. New plug valves VP-4615 (for P-4601), VP-4625 (for P-4602), and VP-4635 (for P-4603) shall meet the requirements of Specification Section 15102. 11. EBAA Iron Series 2100 Mega flange, or other equal wedge -style restrained flange system, shall be used to make the connection for the new piping to accommodate the meters. Eagle shall review the requested changes and provide a cost proposal. The additional work shall comply with the Contract Documents. Eagle is not authorized to complete any work until the work is included in a signed change order. Please feel free to call me at 214/570-7076 should you have any questions. Sincerely, BLACK & VEATCH f aalca� Laura A. Stratton, P.E. Engineering Manager LAS attachments cc: Mr. Zoltan Fekete, City of Lubbock, pdf copy Ms. Mary Gonzales, City of Lubbock, pdf copy Mr. Rich Houghton, B&V, pdf copy SEE A-r-rActiet, a-M-m-L, Ck mt P I SP. f -IF Zyf I % I VAVLf CIL n PVAO 4 SC4 -6 gz f -VAP'1-1C>0!.SMALL BUSINESS Individual meters for WAS pumps Wednesday, October 27, 2010 3:07 PM From: "Stratton, Laura A." <StrattonLA@bv.com> To: "glenn grant"<g.grant@eaglecontractingip.com> Cc: "Zoltan Fekete"<ZFekete@mail.ci.lubbock.tx.us>, "Houghton, Richard H." <HoughtonRH@bv.com>, "Mary Gonzales"<MHGonzales@mail.ci.lubbock.tx.us> i File (1348KB) 101027G... Glenn, Please see the attached letter concerning the addition of meters to the WAS pump discharge lines. The original letter will be in the mail. Please let me know if you have any questions. Laura Laura A. Stratton, P.E.* 9441 LBJ Freeway Suite 114 Dallas, TX 75243 214-570-7076 214-570-7049 (fax) '"licensed in Texas and Louisiana Texas firm registration F-258 http://us.mc5.mail.yahoo. com/mc/showMessage?sMld=O&fllterB3,=&.rand=1333636224... 10/27/2010 _ Owner Computed By hu Plant Unit Date 20 BLACK & VEATCH Project No. File No. Verified By Date 20 TI Ile Page — of LLI Q S z L1 lY z O 0 j.! CZ0 =A-0 4 J7 REVISED, SUPERSEDED, AND VOID CALCULATIONS MUST BE CLEARLY IDENTIFIED. hiadei air. ai INITIALED. AND DATED BYTHE RESPONSIBLE INDIVIDUAL. ', RE: Magmeter Piping - Yahoo! Mail Page 1 of 2 "VA-1400,fo SMALL BUSINESS RE: Magmeter Piping Thursday, November 18, 2010 10:29 AM From: "Stratton, Laura A." <Stratton LA@bv.com > To: "glenn grant" <g.grant@eaglecontractingip.com>, "Jerry Bauman" <jerry@baumaninstrument.com> Cc: "Ronald Bray" <r.bray@eaglecontractinglp.com> 1 File (373KB) WAS alte... I sketched out revisions based on the meter being in the vertical. Rich indicated that we have 58- inches, flange to flange. Based on this, I estimated lengths for the reducers and looked up the length for the meter. I left the plug valve in the horizontal run. It looks like we will still be able to have the upstream and downstream straight run piping. Please take a look and let me know if you have any questions. Is there an estimate on when this work might occur? Chris Cortez will need to do some work on the pumps and it might be good if he could do his work when each pump is out of service to install the meters. From: glenn grant[mailto:g.grant@eaglecontractinglp.com] Sent: Tuesday, November 09, 2010 8:16 AM To: Jerry Bauman Cc: Stratton, Laura A.; Ronald Bray Subject: Re: Magmeter Piping Jerry, The piping is concrete lined. Are you saying that no upstream or downstream straight piping is required in the verticle if concentric reducers are used? Thanks, Glenn Grant Eagle Contracting, L.P. --- On Mon, 1118/10, Jerry Bauman yerry@bauman1nstrument.com> wrote: From: Jerry Bauman <jerry@baumaninstrument.com> Subject: Magmeter Piping To: "glenn grant"<g.grant@eaglecontractinglp.com> Cc: "Barry Brown" <bbrown@acmeelect.com> Date: Monday, November 8, 2010, 4:15 PM Glenn, ABB advises that there is no upstream or downstream straight piping required if the http://us.mc5.mail.yahoo.comlmclshowMessage?sMid=1 &filterBy=&.rand=829598412&... 11 /18/2010 17 RE: Magmeter Piping - Yahoo! Mail Paget of 2 concentric reduces does not exceed 15% reduction angle. So the laying length of the meter will be around 10.25 " with grounding rings and gaskets. Will the pipe be unlined 'ductile iron or will it be concrete -lined? Regards, Jerry Bauman Bauman Instrument 918-261-6060 cell http://us.mc5.mail.yahoo.comlmclshowMessage?sMid=1&f lterBy=&.rand=829598412&... 11/18/2010 I M's Owner Computed By hwla oneefflil, Plant Unit Date 20— BLACK & VEATCH Project No. File No. Verified By Title Date 20— Page — of 100 C\1 I- z 0 IL REVISED, SUPERSEDED, AND VOID CALCULATIONS MUST BE CLEARLY IDENTIFIED, Msda from INITIALED, AND DATED BY THE RESPONSIBLE INDIVIDUAL. recycled mwerial February 21, 2011 Black & Veatch Corp. 9441 LBJ Freeway — Suite 114 Dallas, Texas 75243 Attn: Mrs. 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-80R) — Add three WAS flow meters in the vertical portion of the WAS discharge Header of each of the three WAS Pumps inside of the Secondary Sludge Pump Station so each pump can be metered separately Dear Laura: As requested by Black & Veatch letter dated October 27, 2010 and revisions requested in Black & Veatch e-mail dated November 18, 2010, Eagle Contracting proposes to add three flow meters in the vertical portion of the Discharge Piping for the three WAS pumps and change the function of the existing meter to a Scum meter for the WAS & Scum Pumps inside the Secondary Sludge Pump Station for the Total Lump Sum Amount of Forty Seven Thousand One Hundred and Ninety Four Dollars and Twenty Five Cents ($47,194.25). Please note that we are completing this project so we will need your answer on this proposal in two weeks. After two weeks this proposal is no longer any good. SincerelyWrojectManager cc: File (Proposals), Lubbock — Zoltan Fekete, B&V — Rich Houghton & 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 Date: February 21, 2011 Job No. 171 Proposal: PCM-80R Work Description: Individual WAS Meters Ref: Black & Veatch letter of 10-27-10 & E-mailed Revisions per B&V dated 11-18-10 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS SUBCONTRACT $ $ 1 Install WAS Flow Meters in the Verticle Discharge of the three WAS Pumps inside the Secondary Sludge Pump Station i Install three new WAS Meters - 1 . Is 26,920.35 0.00 i 0.00' Electrical and Instruments 0.00 0.00 Tie these 3 meters and the old meter 1 Is 2,760.00 ` 0.00 0.001 back into SCADA 0.00 0.00 Paint new Piping & Electrical Conduit i 1 Is 750.00 : 0.00 0.00 i 0.00i 0.001 Purchase Piping & Valves 1 Is 5,007.15 5,007.15' i 0.001 Freight for above Pipe & Valves 1 Is 195.00 ; 195.00 0.00 0.00:0.00 i Install Piping & Valves in the Verticle 160 mhs 0.00 16.70.2,672.00 run of the WAS Discharge for the 3 0.00 ; 0.00 Pumps (4men x 8hrs/day x 5days) 0.00 0.00 0.00 • 0.00 Small Tools (5% of Labor) 1 ` Is 2,672.00 ' 133.60 ' 0.001 0.00 0.00 Construction Equipment: 0.00' 0.00: A -Frame & Hoist 0.25 mo 750.00 187.50 0.00 Work Platfrom Scaffolding 0.25 mo 300.00 ; 22.50' 0.00 0.00 0.001 30,430.35 , 5,545.75 ' TOTAL LABOR 2,672.00 0.00 TOTAL LABOR W/O BURDEN 2,672.00 LABOR BURDEN/BNFTS - 52% 1,389.441 TOTALLABOR ;TOTAL MATERIALS ;TOTAL SUBCONTRACTS SUBTOTAL INSURANCE @ 2-1/2% SUBTOTAL OH&P@15% TOTAL SEWRP - Lubbock 4,061 ' 5,545.75 ' 30,430.35 ; 0.00 : 40 1,000.941 41,038 48 ! 6,165.77 , 47- 1 Acme Electric PROPOSED CHANGE ORDER No. 00018 109 E 82ND Lubbock, Texas 79404 TITLE: INSTALL 3 - 4" MAGMETERS PROJECT: SOUTHEAST WATER RECLAMATION PLANT TO: Attn: Glenn Grant Eagle Contracting RE: To: From: DATE: 11419/2010 JOB: 1362 CONTRACT NO: Number: Item Description Stock# Quantity Units Unit Price Tax Rate'fax Amount Net Amount 00001 ELECTRICAL MATERIALS 1.000 S1,404.00 0,00% $0.00 S1,404.00 00002 LABOR MANHOIJRS 120.000 $28.00 0.00% WOO S3,360.00 00003 LABOR BURDEN 2640.000 $0,50 0.00% $0.00 S1,320.00 00004 BAUMAN''INSTRUMENTS 1.000 S16285.00 0.00% S0.00 $16,285.00 00005 SUPERVISON 16.000 $40.00 0.00% $0.00 $640.00 00006 SMALL TOOLS AND 1.000 S400,00 0.00% S"0.00 S400.00 SCAFFOLDING 00007 PROFITAND OVERHEAD 23409.000 $0.15 0.00% S0.00 $3,511.35 Unit Cost: $26,920.35 Unit Tax: $0.00 Lump Sum: $0.00 Lump Tax: $0.00 Total: $26,920.35 APPROVAL: By: t/ '" By: BARRY BROWN Date: % I r 1 Date: f xpedition h' Glenn Grant CMR Magnetic Flowmeters Lubbock SEWWTP 11/17/2010 Qty Description 3 ABB 4" MFE Magmeter 3 Pair, 4" Grounding rings 400 Feet, cable 16 Hours, install & termination 1 Analog Input module 12 Configuration & testing 1 Lot, T&L Expenses Subtotal 15% Subcontractor profit TOTAL $, ea $, ext 3010.35 9031.05 320 960 3.55 1420 65 1040 330 330 65 780 600 600 14161.05 2124.158 16285.21 Wunderfich-Malec Systems, Inc.* PROPOSED CHANGE ORDER 2855 Trinity Square Drive NO. 00008 Phone: 469-574-2520 Carrollton, TX 75006 Fax, 469-574-2525 TITLE:New WAS Flow Meters (3) Programming DATE:10129/2010 PROJECT: SWRPI Contract No.6 TO: Attn: Glen Grant Eagle Contracting, L.P P.O. Box 1600 Keller, TEXAS 76244 Phone: 817-379-1897 Fax: 817-379-0610 JOB: 171-1606 CONTRACT NO:171-1606 RE: To: From: Number: DESCRIPTION OF PROPOSAL Add SCADA for 3ea new WAS Flow Meters and the Reprogramming on lea existing Flow Meter hooked to RTU-8 and SCADA inside the Secondary Sludge Pump Station The following items will be completed per the direction of Eagle Contracting. - Programming for 3 new WAS Flow Meters and Reprogranuning for t Flow Meter on RTU 8 - SCADA updates for programming changes - Remote commissioning of the Programming and SCADA changes ***All programming and commissioning of the new programming can be performed remotely (off -site). If it is determined that an on -site visit is necessary additional costs will be needed to cover travel expenses and time. Item Description Stock# Quantity Units Unit Price Tax=Rate Tax Amount Net Amount = ' 00001 Add SCADA for 3 new WAS 1.000 $2,760.00 :'0.00% $0.00 $2,760.00, Flow Meters,Reprogrnmming i existing Flow Meter By: Glen Grant Date: Expedition Unit Cost: $2,760.00 Unit Tax: $0.00 Unit Total: $2,760.00 By: - Allen Steffler Date: 10/29/2010 "Sn;E.MLL BUSINMS RE: SEWRP - Lubbock (RFQ - Paint 3ea runs of elevated WAS Discharge Pipe Friday, at SSp29, 2010 10:36 AM From: "Bill Weale" <bweaie@midwestcoatings.com> To: "'glenn grant"'<g.grant@eaglecontractingip.com> Glenn, Our price to paint the 3 new runs and about 150 if of conduit is $750. Thanks, Bill 2010-11-22 10:43 1 1 >> 8173790610 P 1/5 i ° 0 211 Sansom Blvd. P.O. Box 79230 Saginaw, Texas 78179 817-439-5575 817-439.3738(Fax) Number of pages including cover sheet 5 Please call if total number of pages were not received. DATE: November 22, 2010 FAX TO: Eagle Contracting ATTN-. Glenn Grant FAX NO.: 817-379-0610 FAX FROM: Amy Howard amyh&lonestarpipe.com MESSAGE: Quote attached! IAJ U LONESTAR PIPE FABRICATION, INC. 211 SANSOM BLVD. SAGINA'A', TX 76179 817-439 5575 817-439-3738 (FAX) DATE: 1112212010 Q,xJo� � 1EasAH TO., EAGLE CONTRACTING ATTN: GLENN GRANT PROJECT NAME: SEWRP-LUBBOCK TY MU -DESCRIPTION UNIT PRICE TOTAL PRICE 6 EA. 6" X 411 FLANGED CONCENTRIC REDUCERS, PRINIEDEXTERIOR S 78.58 S 3 EA. 4" FLANGED DIP t'- 9" LONG- PPJNIED EXTERIOR S 131.29 471.48 S 393.87 3 EA. 4" HANGED DIP 8" LONG-PRINIED EXTERIOR S 105.88 S 317.64 3 EA. 6" VAL-MATIC F[ ANGE PLUG VALVE NVI GEAR& C11AWNWHEEL(13' CH IN EA)- EPDXY LINED& PFUNIE EXT S 1,129.41 S 3,388.23 3 U, A. 6" STARFLACG£ RESTRAINED ADAPTER FLANGE COUPLING FOR D1 PIPE, EPDXY L11E,D & PR411E ENT S 12 EA. 6" NC-i'S, BOLTS & GASKET SETS 76.47 S 229.41 12 EA. 4" NUTS, BOLTS & CASKET SETS S 10.95 S 131AO S 636 S 75.12 10 FREIGHT: CPP�Ay� - e,1-.,, ,5 -k ` ?v v v TOTAL PRICE S 5,007.15 t-ri 0 v a i. N t79 2010-11-22 10:43 1 1 >> 8173790610 P 3/5 Staftnge" Series 3200 is a restrained adapter flange coupling device designed to connect plain end ductile iron pipe to o flanged pipe, valve or fitting. A ductile iron flange body provides the flange connection and Includes an 0-ring gasket that seals with the moting flange. The Storgripm Series 3000 provides restraint for the plain end ductile iron pipe, NoSpecial Tools Required for installation SOtfos3200for Ductka Yon Pipo • Provides flexibility to accommodate pipe m► olIgnment • No special tools required for Installation - Fully restrained to pressure rating of pipe with a 2,1 safety factor - Pipe end does not need to be square cut. • StarRonge'° body and Stwgdp® are manufactured from high strength Dvctilo won per ASFM A536, Grade 65-45-12. - Flange meats ANSI Class 125/150 and ANSi/AWWA C1 ISIA21.16 drill pattern. MJ gasket and O-ring flange gasket are made from styrene butadiene rubber (SIR) per ANSI/AWWA C1 i I/A•21.11, - T-bolts / nuts are produced from high strength low alloy steel per ANSI/AWWA C111 /A 21.11 • Resfroird wedges are hoot -treated to minimum 370 BHN. • Includes Storgripm, Range Adapter, MJ Gasket, O•Ring gasket and low alloy steel T-bolts - MrPlange'"she 3 -12 are listed w#h Underwriters laboratories Inc. and approved by Factory Mutual Research (FM). StarFlangC Adapters are FSE coated, RoOminod adaptor Ongo Is to bo usod to cO mcl p1o61 OW durlib iron pipo to a Rpngod PIPO, vo ve or INA19. Alo dovico snag bo monufaCIMO of W SkMih duc190 Iron In aCCOfCtanco fo ASiM A36 MOW 6545.12 for all skus, rhk reslraincr porrion or the dovkc shah bo of wodgo typo duslgn with forquo Binding bills to Puufo ixopor ongagoinonl or Ino wodgos Appitcoblo c9lnorzions Mal conronn to ANSf/AVIWA C 111 /A21.15, C1Io/A21,10 oW C 15J/A21.$3, f'fango =15 to m001 ANSI Cbm 1251150 & ANS(/AWWA C 115/A2 i.1S d4porrom. ma rogmincdodoprarnangeWhovoamu&nurnworkhoprnvoo13M111rorrhos31.Worrd20Psi raskos 10^-2411. Alfitoy%whL vo o mmbnumWift factor of2:1 ILa. Iwlco rho nixdnum roling of Rio SIWF"OT" Sodas 3200). R0si hod 9angc odaplorsna!bo SrW Plpo Producls $10ftMo- Socks 3200 or on opprovod oquol. ;JAR -IDS Pk00vCi5 110W'faHCOW1AtgP01l �9: Moo-v9vapvr lFA%9/14¢S6V070 wwWJIa�P1e00011Aam Page 27 2010-11-22 10:43 1 1 » 8173790610 P 4/5 Stafflange"" series 3200 Restrained Adapter Flange Coupling for Ductile Iron Pipe TECHNICAL INFORMATION S' rr Mm COD9 • MAX TIGURB RANA (PSI) 7AW/7NUTS -MAX �TAPPLO)WT.r ( 3 RAG3203 350 925 8.45 7.50 4.0 3.88 2.13 $° 19 4 RAC3204 350 11.06 9.28 9.00 - 4.90 4.3 5 2.13 S° 27 6 RAC3206 350 13.06 11,38 11,00. 7.00 5.25 2,50 5° 40 8 RAC3208 350 15.25 13,53 13.50 9.15 5.25 2.50 5° 52 10 RAC3210 350 17,25 15A 16.00 11.20 5.62 2.50 3° 71 12 RAC3212 350 19.50 12.68 19,00 13.30 5.69 Z50 3° 98 14 RAC3214 3S0 21.25 19.82 21,00 15.44 6.67 3,00 20 133 16 RAC3216 350 23.34 21.92 23.30 17.54 6.79 3.00 2° 162 18 RAC3218 250 26.40 24,84 25.00 19.64 7,40 3.00 1.50 196 20 RAC3220 2$0 28,56 27,00 27,50 21.74 7.41 3.00 1.9 229 24 RAC3224 250 33.86 32X 32.00 25.94 7.90 3,00 1° 328 30 IZAC323D 250 40.12 38.56 38.75 32.17 8.60 3.00 1° 508 36 1 RAC3236 1 250 1 46.42 1 44.86 1 46.00 1 38.47 1 9.00 1 3.00 1 1° 1 659 N1 dfineMans In Whes except where indlcpfed f - 068=11an a11a1n0d of rrdnlmtun p00 kU W10n aoxTcatrxeo trnotatnax w six wx r HW516N IAifitOtl GOR6DON fkK Io06 wr�0oll�x QeFas"oov Mw,v�lruplp•{x0°°N,.Rnm ,,,, 2010-11-22 10:43 INSTALLATION INSTRiJCTIONS - SiZES 3rr- 24'1 1 » 8173790610 P 5/5 farFlangeTM series 3200 Restrained Adapter Flange Coupling for Ducille iron Pipe *. 1 CSYt) STEP�t;; STEP:2 .SiEPJ3:._ Check the Starilange" onsviing that no damage has aC vM or pots are missing. Mako w that the 0-ring golkot on the flangu taco of the StarRango— Is soeuroly in Plato. The pipe end mull be ntorouotdy eloonod for a Rance of 2"groalor than iho fonoh of Iho Storl'ianga body, (see dimension V) Mdo the Siam lit Mond an tho plait and of the pipe making surd that the tip Mention I, towards tho mechanical Join) bell of the StorFlanCio-, brush both the aosket and the PW end of the pipe with soapy wofor or approved pipe Wbsipant, which moots ANSI/AWWA CI1r/ A21.11. Salo the MJ goskot over the p*o Whn file bovuled edge lowords the MJ bell of Sicynongo". Sldo the StatHongo" on to the plpo with the MJ bell towards tho Statgt)p° Gland. Pipo must be Wafted into the SlOtFkMe o min"M of 2125' on x 4", 2.50o on 6=1Y and 3.0W on 149-2e" to attain ma;ftum deflection per table. Pesnion tho pipe and langod and of SIofRolgo, against hto moing bongo, making surd that the flange bolt holes One- vp. Assemble the longed Joint using naive bolls. Note: RonSlo balls not supplied with Stomongo" Cenlerthe pipeso Ihol ilia space between the OD of tho plpo and tho Ipot Iho SlarFlongo"k oven ON orovnd the plea. Slido tho MJ Goskot into Iho MJ ball=os3 of Iho SforHango , Side tho Slorgdp" low" trio SlarRanga' wOh iN Glared No agmrw Me gaskol, Insetl T- bolls and hond-Tighten nuts. 1 7.nr.lsM�kt}�lje}� lg!(„1'ti{'fai t j;3iEi?t. lighton the M1bols to normal range of boll torque (see taWo below), It is nocossory fhot the gland be brought up toward the boll flange evenly, mak JoInInO coto:dmalaN Inn 3cmo distonco between the gland and the loco of the flange at ON pa1M3 around the zekol, l:bofls 3hotAd bo tightened onamolcly on coposhe sides (Star Pallem) (Sea TObla A►, Hand tighten time torque Ildling fwkl off nuts In a *ckwbo c koctlon unin all wodgos oro in ikm contoel wflh the plpo sunroco. Continue tightening In an allern*m mannor going on the opposite 0dos jStor Pollgml, unto ON of the nuts have boon twisted off. Nava turn a Mgle nut over 11f0 degrees vdmoul onornotktg to onothor nut. 1 romovol b noccoury, ulim Iho L/rhoxhood provided. Of radSseMbly Is raquk ud, assemble the Join In the scow manner as above and tighten the wedge bolls to 90 U.11. on sizes 3 =2V. 120 Ibs,if, on sfws 2^36° b 130 Ibs, ff, on sfzos 42 =401. Note: 0 olfocllve sealing k nol attained at the maximum torque Inalcolea, then the JDInf should be dISCSSOmbled, Inorovghly cleaned, and teassemblea. Overstressing the bolls to aompon3alo for poor In3lollotlon practice Is not acceptable, Note, Not to be wod on plain and fillings or PVC. HOPE or steel pipe, (TaCI?;A) ►aCno pDIT �' N_ US DCTAItS W MOW IMt,o senpns pre M400m9n15 of AWWA M gWA9Dl WAO PK0 MAWMAW Or 31Ak M KUXJ1 @ SW1'MNPROD I MOWfoN Co3 OM11Ou LAM Ifi00�vsv�Dos y,�lk Zal.�p�km rds_,: wvwil om Pogo 29 BLACK & VEATCH o building a World of dlfferenee- 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 Subject: Dear Mr. Grant: B&V Project 140092.6100 B&V File G-1.6 October 27, 2010 Individual WAS meters In order to have improved process control, Eagle is being requested to install flow meters in the 6-Inch discharge lines for the three WAS pumps, P-460i, P-4602, and P-4603. The following changes are required. Also refer to the attachments for the location of the meter installation. i. The meters shall be 4-Inches and located in the horizontal piping downstream of the discharge valves and will be tagged FEJFIT-4610 (for pump P-4601), FE-FiT-4620 (for pump P-4602), and FE-FIT4630 (for pump P4603). Each meter, as close to practicable, shall be located such that the meter is provided a minimum of five upstream pipe diameters and two pipe diameters downstream of straight run obstructionless pipe. The flow meter shall be electro-magnetic type and shall meet the requirements included in Section 13562, paragraph 2-2.02. The meter shall be MagMaster MFE's as manufactured by ABB and'be the same model as the meters and signal converters of the other electro-magnetic type meters provided under this contract. 2. The new flow meter 4-20mA signals (FIT-4610, -4620, -4630) will be ranged to read 0-200 gpm. The meter output will be added to and displayed on the secondary clarifier display screen. 3. Trend screens will be developed for each signal. 4. The Constant Wasting Rate automatic mode will be specific to each WAS pump. FIT-4610 will provide the process variable feedback for P-4601 when It is selected for WAS service, FIT-4620 will provide the process variable feedback for P-4602, and FIT-4630 will provide the process variable feedback for P-4603. The revised control description in Section 13550 shall read as follows: Remote automatic control shall -be provided through the RTU. When the O-O-R selector switch is in the REMOTE position, the LOCAUREMOTE AFD LCD selection is set to REMOTE, and AUTO is selected at the HMI, Two modes of control shall be provided for the WAS pumps. The control strategy shall automatically control the speed of the appropriate pump based on the assignments made using the field mounted selector switches and the MANUAUAUTO selections made for the pumps at the HMI. Each pump will be dedicated to a clarifier, SCSC-P-4601 dedicated to Secondary Clarifier No. 1, WAS-P-4602 dedicated to Secondary Clarifier No. 2, and WAS-P-4603 dedicated to Secondary Clarifier No. 3 A constant wasting rate shall be provided where the operator shall enter the wasting flow rate at the HMi and the WAS pumps shall be controlled to provide the WAS flow entered by the operator. The maximum allowable flow rate setpoint shall not exceed the capacity for one pump operation (initially set at 190 gpm). The wasting flow rate shall be the setpoint for a Proportional plus integral plus Derivative (PID) controller to maintain the required pump speed and flow. 5. Each of the new flow meter 4-20 mA signals (FIT-4610, -4620, -4630) shall be routed to RTU 6. Existing spares in the RTU shall be utilized to accommodate the additional signals. Black & Veatch Corporation • 9441 LBJ Freeway • Sule i 14 - We& TX 75243 USA - Telephone: 214.570.7000 Black & Veatch Corporation • Registration No. F-258 Eagle Contracting, L.P. Mr. Glenn Grant Page 2 B&V Project 140092.6100 October 27, 2010 6. The existing flow meter (FE/FIT-46070) shall remain in place and operational. It will no longer be used in calculations for WAS wasting rates but will be used to determine the scum flow rates. 7. FIT-4670 is located on the west wall of the room with the pump station stairwell. If sufficient space is not available adjacent to FIT-4670 for the three additional FITs, then FIT-4610, -4620, and -4630 shall be located on the east wall of the room directly across from FIT-4670 at the same elevation. a. Wiring for each FE/FIT shall be as follows: a. Route cable by manufacturer in 'A -inch conduit from the sensor (FE) to the transmitter (FIT). b. Route 2#12, #12G, :%-Inch from panelboard 51-2 circuit 15 to each FIT for 120 VAC power. C. Route 1-1 PR#168, 9/-inch from each FIT to RTU B. Shielded cable may be grouped into one 1-inch conduit. 9. The Contractor shall add any additional pipe supports required to accommodate the new items. 10, New plug valves VP-4615 (for P-4601), VP-4625 (for P-4602), and VP-4635 (for P-4603) shall meet the requirements of Specification Section 15102, 11. EBAA Iron Series 2100 Mega flange, or other equal wedge -style restrained flange system, shall be used to make the connection for the new piping to accommodate the meters. Eagle shall review the requested changes and provide a cost proposal. The additional work shall comply with the Contract Documents. Eagle is not authorized to complete any work until the work is included in a signed change order. Please feel free to call me at 2141570-7076 should you have any questions. Sincerely, Laura A. Stratton, P.E. Engineering Manager LAS attachments cc: Mr. Zoltan Fekete, City of Lubbock, pdf copy Ms. Mary Gonzales, City of Lubbock, pdf copy Mr. Rich Houghton, B&V, pdf copy m 7_77� , IIF: SEE kTTAtjjffD !r rm, LJ _ Ao 0 44 11C rr-n. Wt MCI* nt 14 WIM It SO4-6 'YA-1400T.SMALL BUSINESS Individual meters for WAS pumps Wednesday, October 27, 2010 3:07 PM From: "Stratton, Laura A." <StrattonLA@bv.com> To: "glenn grant"<g.grant@eaglecontractingip.com> Cc: "Zoltan Fekete"<ZFekete@mail.ci.lubbock.tx.us>, "Houghton, Richard H." <HoughtonRH@bv.com>, "Mary Gonzales"<MHGonzales@mall.ci.lubbock. tx.us> 1 File (1398KB) 101027G... Glenn, Please see the attached letter concerning the addition of meters to the WAS pump discharge lines. The original letter will be in the mail. Please let me know if you have any questions. Laura Laura A. Stratton, P.E.* 9441 LBJ Freeway Suite 114 Dallas, TX 75243 214-570-7076 214-570-7049 (fax) *licensed in Texas and Louisiana Texas firm registration F-258 http://us.mc5.mail.yahoo.com/me/showMessage?sMid=O&filterBy=&.rand=1333636224... 10/27/2010 Computed By Owner Plant Unit Date 20 BLACK & VEATCH Project IJo. File No. Verified By Date - 20 Tllle Page of I.Lt r 2 F- z W 0 0 0 0-- Ca QQ (-- 9 r REVISED, SUPFRSEDED, AND VOID CALCULATIONS MUST BE CLEARLY IDENTIFIED. ad.11 me�erm INITIALED, AND DATED BYTNE RESPONSIBLE INDIVIDUAL. RE: Magmeter Piping - Yahoo! Mail Page 1 of 2 RE: Magmeter Piping Thursday, November 18, 2010 10:29 AM From: "Stratton, Laura A." <StrattonLA@bv.com> To: "glenn grant"<g.grant@eaglecontractingip.com>, "Jerry Bauman" <jerry@ ba uma ninstrument.com> Cc: "Ronald Bray" <r.bray@eaglecontractinglp.com> 1 File (373KB) WAS alte... I sketched out revisions based on the meter being in the vertical. Rich indicated that we have 58- inches, flange to flange. Based on this, I estimated lengths for the reducers and looked up the length for the meter. I left the plug valve in the horizontal run. It looks like we will still be able to have the upstream and downstream straight run piping. Please take a look and let me know if you have any questions. Is there an estimate on when this work might occur? Chris Cortez will need to do some work on the pumps and it might be good if he could do his work when each pump is out of service to install the meters. From: glenn grant[mailto:g.grant@eaglecontractinglp.comj Sent: Tuesday, November 09, 2010 8:16 AM To: Jerry Bauman Cc: Stratton, Laura A.; Ronald Bray Subject: Re: Magmeter Piping Jerry, The piping is concrete lined. Are you saying that no upstream or downstream straight piping is required in the verticle if concentric reducers are used? Thanks, Glenn Grant Eagle Contracting, L.P. -- On Mon,1118110, Jerry Bauman yerry@baumaninstrumentcam> wrote: From: Jerry Bauman <jerry@bau man instrument.com> Subject: Magmeter Piping To: "glens grant'<g.grant@eaglecontractinglp.com> Cc: "Barry Brown" <bbrown@acmeelect.com> Date: Monday, November 8, 2010, 4:15 PM Glenn, ABB advises that there is no upstream or downstream straight piping required if the http://us.mc5.mail.yahoo.com/mc/showMessage?sMid=1 &filterBy=&.rand=829598412&... 11/18/2010 l RE: Magmeter Piping - Yahoo! Mail Page 2 of 2 concentric reduces does not exceed 15% reduction angle. So the laying length of the meter will be around 10.25 " with grounding rings and gaskets. Will the pipe be unlined ductile iron or will it be concrete -lined? Regards, Jerry Bauman Bauman Instrument 918-261-6060 cell http://us.mc5.mail.yahoo.com/mclshowMessage?sMid=1 &flterBy=&.rand=829598412&... 11/18/2010 A Owner Computed By 0. Plant Unit Date —20— BLACK & VEATCH Project No. File No. Verified By Title Date — 20— Page of REVISED, SUPERSEDED, AND VOID CALCULATIONS MUST BE CLEARLY IDENTIFIED, Mode from INITIALED, AND DATED BYTHE RESPONSIBLE INDIVIDUAL. recycled material �II 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. 128 Spec Section: Page No. Para. Drawing No. 13134-1 & Sketch Plus two Photographs CONTRACTOR REQUESTS: ® information 0 Interpretation 0 Clarification The planned location for the Intake for the new Multi -Stage Centrifugal Blower will penetrate part of a vertical concrete column and Filter Door. Please take a look at the attached sketch and photos. The sketch tells you that the centerline of our 24" Intake will penetrate the wall of the Air Filters Room 12'-10" from the interior face of the south wall of this Blower Building. Where do you want this intake to penetrate this wall? Are the Air Filters, just inside the small door, going to be used once the new Automatic Roll Filter is installed Oust north of this penetration area)? Does it matter what side of these air filters the penetration for this intake is made north or south of these air filters)? CONTRACTOR'S PROPOSED SOLUTION: REQUESTED BY: DATE: 9/27/10 ENGINEER'S RESPONSE: $ Information 0 Interpretation 0 Clarification For the items described above or in the attached material referenced: See the attached for the reponse. RESPONSE BY: Laura A. Stratton DATE: 12/10/2010 SASandl\Eagle Contracting FileslJob Files1171 -Lubbock WWTPIRFI'81RF1-128 • Horizontal location for the Intake of the Multi -Stage Blower.doc RFI-128 Response—12/10/2010 In order to accommodate the conflicts in the blower building for the installation of the suction line for blower BL-4304, the following modifications shall be made. Refer to the attached sketches and drawings for additional information. 1. Stationary filter HEF-401 and the access door shall be shifted to the north. The edge of the new door opening shall be V-4" from the edge of the opening for door D-407. A lintel shall be installed over the new access door opening as indicated in the attached drawings. The cells on each side of the new opening shall be grouted. The opening where the HEF-401 access door was located shall be filled with CMU. The CMU shall closely match the block that is already in place in the building. 2. The new wall around HEF-401 shall be installed as indicated in Figure B. Along the vertical walls where the new masonry meets the existing masonry, provide 1/2-inch gap between the new and existing masonry walls, and infill the gap with backer rod and sealant. 3. Install the door and filter frame in the new location. The door shall have a perimeter gasket of closed -cell neoprene rubber. The frame shall be sealed in the opening with a closure plate. This closure plate is 16 gauge galvanized plate, anchored to the wall and the filter frame. Provide continuous caulk around perimeter of the closure plate. 4. Install the suction line for BL-4304 in the revised location. It should be centered approximately in the previous location for HEF-401 access door. 5. Remove the wall sleeve from the demolished 30-inch suction header and fill this opening with block. 6. Relocate the existing outlet to the south as required to accommodate the new door location. 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G ,I - --T ----- IN Auzs$ D-M W LDLATmN I.- Fon mr, non : PJ a ee L on Jlsc1- SECTIONAL PLAN rrn fiMaef Y N• ue reavn �� m a W In YMl /.• • r•.a• fMl �+ C/L n J1rJ.ei m y w, arrr to .rer.e rrFr nYruar � 12m J errs w•treu Q n '1.tfF lMFT YN.M ro MIGN fMLfi lt4,df an etala IVPWtJrI®. !P ncwvl e Y f9 M°G6LNY, NYIMCRM ro GYPoIMAn e®LCYe tlS6 e1n eGorn LihI61. JLtelM➢ e��8 !. fMe)ACI. IMGARW f1AMf tYnY[Y eIn1W wro er,naao IfIfM, eec 177 - -ILL --------------- 1 1 - NMIPV[w I ° L�NMIt r- Alu eN.S SW Me 1 ellH No. , 1 110082 BB4-1 121 of 291 n D TBAIL a B-B.B•i SaECTBON z x«c� Oe�«vee �wta iu•�n� 8�q�31L4 �NOfcn�iltM i�[�MIIMIC tl�x0.u��8�1�IM�`wq v: •• [38K W.VnM.b�i it«We�d Mp�[Kiaf.1/3 AK�io i�vo at{l � [i l�q MI 6M1 M OM i��9v� M9 9wLL L �Wn LUBBOCK, TEXAS SOUTHEAST WATER RECLAMATION PLANT IMPROVEKENT ONTRRCT NO NEW WATER RECLAMATION PLANT NO. 4 AewEra wcw wM �_••••-ar BLOWER BUILDING7" DBIb0. Tams RrW«� Ba tTSTa nac wrt "10 Z SECTIONS 51KET 83 � 311 z, �� Project L U>,-a« S cJ 2p Job No. Date �-&COOPER PARKHILL` Subject Oet,) Gi-T ,it r_1G I rJ C`L�•e, , ;_. �l_bG Drawn By Sheet of FX IS t /2 C.v l J 0 (`Ll- rS��1 Llox4k5l� E�1c�{ SIYjE• �i r',.ic.}t w� S�gC� X Y A tW l_ki R_ Arr 10 q FIGURE A Project Lob ;7cC K t� Job No. Date :5/p-4 iic<Y 4C{kof h'r rsrtJG ��� wKdX'llta AT iNrya GRE Y 5�7 co. PARKHILLa —WOOPER Subject 1 W CMU l' SKIT 10 J ,J Drawn By Sheet of FIGURE B C M Li l.J r;�L `'% e5A7-32 1:�L-&0R SLAr-. '.. ECUIPMEfIr SASE J L ) M03 y REF 11094.5 i3L-4302 FOR PADS 7 L IIP (I I 4 v 1 — g — 911 I I ,Cc t 1 4. Sc�_ i 1 •,. —m 1 FUTURE 3 ----- `) _ _ so , _ 1 - INTAKE DUCT 1L 1 ♦ _ — II —? (BY CONTRACTOR) � I t I I F• -i I t 1 t .OItOFF y I I P, 1 ' t — EXIST 30' AIR TO 8E ER'} IN SERVICE TEMPORARILY ! ! I r I 1 1 a2'x42'x24' ; 1 42'x42'x24' REO TEE - PS RED TEE 42' DISCHARGE HEADER ! CIL EL 3167.b0 VBF-4342 / PLAN. PIPE SUPPORT / D 77 o I I I ri I � INSTALL NEW ROLL I FILTER PER SECTION 11818— 1 � I - S I ?. c w i AIR FILTER i P5• y<I b ROOMS (BELOW SLAB) BL - 304 1 AI 6•., i s i SINGLE ARCH EXPJT 1 11�1 f a :? r•.. VBF-4308 Al t NOTE t U. 3 PJPE 4 41 84-5 t y !t NpNflly96 20' DOUBLE i t 1 aB 4-2 ARCH EXP ✓T� VC-4304 iry `.1.11 '�'•� :: 3 �� •� � ui 1 t:A • :: B84-2 — VBFF4304 "j '"'• (q W 1 O F cc CL cm 42'x20' + RED ELBOW E" O z m i 3: Q U VBF-4344 O No Text No Text January 10, 2011 Black & Veatch Corp. 9441 LBJ Freeway — Suite 114 Dallas, Texas 75243 Attn: Mrs. 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-81) — Relocation of the Multi -Stage Blower and existing Filter Bank per RFI-128 Dear Laura: As requested by Black & Veatch response to RFI-128, Eagle Contracting proposes to relocate the Multi -Stage Blower to the north so the blower suction piping will be relocated to where the old Filter Door Access was and also relocate the Blower Filter Bank inside the Filter Room to just north of the suction piping and also Block in the old opening for the old aeration piping from the Filter Room and all Electrical work associated with these changes for the Total Lump Sum Amount of Sixteen Thousand Seven Hundred and Fourteen Dollars and Eighty Cents ($16,714.80). Sincerely, Grant Project Manager cc: File (Proposals), Lubbock — Zoltan Fekete, B&V — Rich Houghton & Field P.O. Box 1600 0 Keller, Texas 76244 0 Metro (817) 379-1897 0 Metro (817) 379-0610 Fax Eagle Contracting, L.P. SEWRP - Lubbock Date: January 10, 2011 Job No. 171 Proposal: PCM-81 Work Description: Relocate Multi -Stage Blower and remodel Filter Room & Walls Ref: RFI-128 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS SUBCONTRACT $ $ Relocate the Multi -Stage Blower to the north for a new Suction Pipe Location & Remodel the Filter Room Walls Purchase 1'-2" of 20" Pipe to the Existing 1 ° Is 154.66 . 154.66 ; 0.00 i Discharge Header to move the 0.00 0.00 Multi -Stage Blower to the North 0.00 0.00 'Cut out Discharge Header & bevel to 6 mhs 0.00 ' 16.70 100.20 add V-2" pipe, then hold in place for 0.00 = 0.00 Welder (6hrs) 0.00 0.00 Welder to weld in place new 20" pipe 6 hrs 85.00 510.00 0.00 , 0.00 0.00 Remove the Filter Access Door & 9 mhs 0.00 ; 16.70 'i 150.30 i Filter Bank 0.00 i 0.001 Relocate the Filter Access Door & 14 mhs 0.001 16.70; 233.80 , Filter Bank to the North 0.00 0.00 , Door Gasket 1 Is 50.00 ; 50.00 ; 0.00 0.00: 0.00 . Install Double Lintel @ new location 4 mhs 0.00 , 16.70 66.80. for the Filter Access Door that will be 0.00 0.00 i blocked up 0.00 . 0.00 i 'Install Ceiling to CMU Angle @ the 6 mhs 0.00 16.70 100.20 Relocated wall for the Filter Bank 0.00 0.00' I Purchase Lintels & Angles 1 Is 972.00 972.00 0.00'. 0.00 0.00 Masonry to close in the new MS 1 Is 2,630.00 0.00' 0.00' Blower Suction Piping location & CMU 0.00 0.00: for new location for the Filter Wall inside 0.00 0.00 the Filter Room & new location for 0.00 0.00 ; Filter Door & Block up old Suction 0.00 0.00 i Pipe Penetration 0.00 0.00 Remove old sleeve @ old suction 4 mhs 0.00 16.70: 66.801 0.00 , 0.00' Rebar for Mason's installation 1 Is 100.00 100.00 0.00' Epoxy in Dowels at the new Filter 3 ea 15.00 45.00 0.00 location inside the Filter Room 0.00 0.00 Epoxy in Dowels at new/old location 3 ea 15.00 45.00 0.00 of the Filter Access Door 0.00 0.00 Install Epoxied Dowels 3 mhs 0.00 16.70 50.10. 0.00 0.00 Caulking & Backer Rod @ Ceiling & 60 if 4.00 240.00 : 0.00; Walls of the new CMU Filter Enclosure 0.00 0.00 location - both sides 0.00 0.00 Caulk at Filter Bank Flashing 20 If 2.50 50.00 0.00 Install Cualking & Backer Rod 4 mhs 0.00 16.70 66.80 0.00 0.00 Electrical for: 1 Is 8,050.00 0.00 0.00 a.) Remove electrical outlet @ new 0.00 0.00 , SEWRP - Lubbock location for the Filter Access Door b.) Remove Light Fixture inside the Filter Room c.) Relocate electrical outlet inside Filter Room to make way for CMU that encapsultes the relocated d.) Relocate Electrical Feed to the relocated Blower Scaffolding Small Tools (5% of Labor) TOTAL LABOR TOTAL LABOR W/O BURDEN LABOR BURDEN/BNFTS - 52% TOTAL LABOR TOTAL MATERIALS TOTAL SUBCONTRACTS SUBTOTAL `INSURANCE @ 2-1/2% SUBTOTAL OH&P@15% TOTAL Is Is 10,680.00 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 22.50 22.50 OAO 835.00 41.75 0.00;: 0.00 0.00 2,230.91 836.00 0.00 835.00 434.20 , 1,269.20 E 2,230.91 10,680.00 0.00 14,180.11 354.50 14,534.61 2,180.19, 16,714.80 L OCJSI 38CI"-�1 pZZlJL�J _J, .JJ�J ZJJ 211 SANSOM BLVD. SAGINAW, TX 76179 817-439-5575 817-439-3738 (FAX) DATE: 1/?/2011 TO: EAGLE CONTRACTING ATTN: GLENN GRANT PROJECT NAME: LUBBOCK MY UNIT DESCRIPTION 1 EA. 20" X 1'-2" PE X PE STEEL PIPE 1 EA 18" X 2'-1 3/4" PE X PE STEEL PIPE MATERIAL SPECIFICATIONS: PIPE: A53 - GRADE B FLANGES: NA FITTINGS: NA COATING: BARE LINING: BARE FREIGHT: FOB: JOBSITE SHOP DRAWING: NA DELIVERY: 2-3 DAYS Q2102E # 1$82RJ UNl'T PRICE TOTAL PRICE $ 154.66 $ 154. $ 194.54 $ 194.54 TOTAL PRICE $ 349.20 Project Change Order - Detail Job #F370 Lubbock SE WRP Impr. Property of Seguin Fabricators, Ltd (Variation Ref. Equals 15) Change Order ref. 15 Description RFI-128 Lintels Date created 12/13/10 Date received 12/13/10 Internal / External External Status RFQ Created by RANDY Customer PO number Customer ref RFI-128 Engineer ref Architect ref Invoice number Invoice date Payment date Notes Glenn (2) L 6x4x5/16 x 4'-0 long, galv. (figure A) (1) L 6x4x5/16 x 7'-6 long, galv. (figure B) (1) L 6x4x5/16 x 1'-2 long, galv. (figure B) (13) 5/8" x 5 epoxy anchors (exclude 16 guage closure plate, will reuse existing) Let me know if you accept the quote. thanks, Randy Smith email 12-16-10 from Glenn Grant (clarification) email 12-10-10 from Glenn Grant @ Eagle Randy, Page # 1 12/27/10 09:52:21 Estimated value $972.00 Agreed value $0:00 Attached is a copy of my request for a quote from you for an added door Lintel and some angle over a blocked in door opening as required by RFI-128. Please get it to me as soon as you can. Thanks, Glenn Grant Eagle Contracting, L.P. This report was generated by Fab Trol MRP software. For product information, call (541) 485-4719 or visit www.febtrol, com 9 Prolact L t ,3,Dc c 159-: Li 9zp JobNo. Date PARKHlLLSMI` H&COOPER Subject iJ" 0t*r-Jan lG 1 nl 2kb0S P_ Uc.A G Dremn By Sheet of . �as �i07- $��rx1D oP�..rr�JCy �g - 4- LL�1sT••tc.r— pratop— T tom\ �6MOVtn7Cb CJIU((ZBm—r)� 1 .s. f 1( CAA:l� I ---- tJrr=O 07=gdlnfG, I I t j�,� �,�� p�0•��1� is ,�Z s� tis� 5 (ill `rd FIGURE A t s/ ><s"t PARIrHIL.L..SNA@TH&COOPER Prefect ���K� �Va i� a JoblVu Subjectd--4,J (fMJ PA-t ITI-J ,J ?Lt"4EA� a;G>G Date Drawn By Shoat of rj,'8"�6 i'°•"raxY %rJclboP A-T' 1P, "r, .1Tb W-PIsr-,.1G. yB." k?roxr' �r�=Nc� 4'r :2'' ecu.� rasE"PtJr6c>.f�`/•Jha $�r:,ghA•(, f yz'C.. LQI-- �cT" �'�f.JF C.ELGS• i�'�.lt-L ,I -Jaw B." GnW hGC� F'-'„Jc. 37 1 -5-Ar3 " LSI, LLC. CONTRACTOR: EAGLE CONTRACTING, LP PROJECT NAME: SE WATER RECLAMATION PLANT DATE: DECEMBER--21--2010 REFERENCE M RFI-128 DESCRIPTION: CHANGES PER RFI-128 CHANGE IN WORK * COST BREAKDOWN DESCRIPTION QUANTITY LABOR UNIT LABOR TOTAL MATERIAL UNIT MAT TOTAL MASON HRS 24 $ 20.00 $ 480.00 $ - LABORER HRS 24 $ 10.00 $ 240.00 $ - CMU 100 $ 4.26 $ 426.00 $ 4.60 $ 450.00 MORTAR 100 $ - $ 0.50 $ 50.00 MISC EQUIPMENT 1 $ - $ 100.00 $ 100.00 MISC MATERIALS 1 $ - $ 25.00 $ 25.00 $ - $ - $ - $ - $ - $ - $ - $ - TOTALS LABOR TOTAL LABOR TAXES & INS ...........................45% MATERIAL TOTAL SUBTOTAL OVERHEAD & PROFIT ...........................15% TOTAL �- $1,146.00 1 $626.00 $1,146 $516 $625 cmE LIELECTRIC C0111PR/1 v December 21, 2010 Eagle Contracting P.O. Box 1600 Keller, Texas 76244 Attn: Glen Grant Re: Southeast Water Reclamation Plant Improvements Lubbock, Texas Dear Glen, ELECTRICAL CONTRACTORS Please find attached our proposal for the extra electrical work at the Multi -Stage Blower inside the Blower Building as per RFI-128. The electrical work involves removing one florescent light fixture, relocating one outlet to the new masonry wall, and removing one outlet. The outlet that removes is feeding additional outlets, which will require cutting the slab to locate the existing conduits and tying them together. The wire will have to be removed and new conductors installed. The outlet that relocates to the new wall will also require removing and installing new conductors. We have also included the costs to relocate the control panel for the blower. The conduits for this controller are installed below the slab and will have to relocate to maintain the required 36" clearance between the controller and the blower. The 160 estimated manhours are for the electrical work required, and also include the saw cutting, removal, and replacing of concrete. Should you need additional information, please do not hesitate to call. Sincerely, Barry Brown 108 E. 82nd Street Lubbock, Texas 79404 (806) 745-7720 Fax: (806) 745-3102 Acme Electric PROPOSED CHANGE ORDER No, 00020 108 E 82ND Lubbock, Texas 79404 TITLE: Remove/ Relocate outlets @ Blower B DATE:12/17/2010 PROJECT: SOUTHEAST WATER RECLAMATION PLANT JOB: 1362 TO: Attn: Glenn Grant CONTRACT NO: Eagle Contracting RE: To: Item Description Stock# 00001 Labor Manbouts 00002 Labor Burden 00003 Materials and Equipment 00004 Profit And Overhead From: Number: Quantity Units Unit Price Tax Rate Tax Amount Net Amount 160.000 $28.00 0.00% $0.00 $4,480.00 4480.000 $0.50 0.00% $0.00 $2,240.00 1.000 $280.00 0.00% $0.00 $280.00 7000.000 $0.15 0.00% $0.00 $1,050.00 Unit Cost: $8,050.00 Unit Tax: $0.00 Lump Sum: $0.00 Lump Tax: $0.00 APPROVAL: By: ;'lz____— By: BARRY BROWN Date: %� �j -7 Date: Expedition u, Total: $8,050.00 Glenn Grant f CME LECTRIC comppw ELECTRICAL CONTRACTORS January 21, 2011 Eagle Contracting P.O. Box 1600 Keller, Texas 76244 Attn: Glen Grant Re: Southeast Water Reclamation Plant Improvements Lubbock, Texas Dear Glen, Listed below is the breakdown of manhours Laura requested for the additional work in the Blower Building: Remove and Relocate outlets 1. Concrete removal to locate conduits 2 men/3 days 48mh 2. Remove and reinstall conductors 2 men/1 day 16mh 3. Replace concrete 2 men/l/2 day 8mh Total Remove and Relocate Outlets 72mh Relocate Blower Control Panel 1. Concrete removal 2 men/4 days 64mh 2. Reroute conduits 2 men/l day 16mh 3. Replace concrete 2men/1/2 day 8mh Total Relocate Blower Control Panel 88mh Total Manhours Should you need additional information, please do not hesitate to call. Sincerely, Barry Brown 160mh 108 E. 82nd Street Lubbock, Texas 79404 (806) 745-7720 Fax: (806) 745-3102 REQUEST FOR INFORMATION PROJECT: SOUTHEAST WATER RECLAMATION PLANT IMPROVEMENTS PROJECT NUMBER: OWNER: THE CITY OF LUBBOCK TEXAS 92126 171 CONTRACTOR: EAGLE CONTRACTING LP ENGINEER: _ BLACK & VEATCH CORPORATION REFERENCE DATA: Contractor RFI No. 128 Spec Section: Page No. Para. Drawing No. BB4-1 & Sketch Plus two Photographs CONTRACTOR REQUESTS: © Information D Interpretation El Clarification The planned location for the Intake for the new Multi -Stage Centrifugal Blower will penetrate part of a vertical concrete column and Filter Door. Please take a look at the attached sketch and photos. The sketch tells you that the centerline of our 24 Intake will penetrate the wall of the Air Filters Room 12'-10" from the interior face of the south wall of this Blower Building. Where do you want this intake to penetrate this wall? Are the Air Filters, just inside the small door, going to be used once the new Automatic Roll Filter is installed {just north of this penetration area)? Does it matter what side of these air filters the penetration for this intake is made north or south of these air filters)? CONTRACTOR'S PROPOSED SOLUTION: REQUESTED BY: DATE: 9/27110 ENGINEER'S RESPONSE: iS' Information Interpretation Clarification For the items described above or in the attached material referenced: See the attached for the re onse. RESPONSE BY: Laura A Stratton DATE: 12/10/2010 S:1Sardil'cag1e Contracting FIIesUob Flles1171 - Lubbock WVJrPIRFrs1RF1.128 • Horizontal location for Ine Intake of the Mu1Il-Stage 81ower.doc RFI-128 Response — 12/10/2010 In order to accommodate the conflicts in the blower building for the installation of the suction line for blower BL-4304, the following modifications shall be made. Refer to the attached sketches and drawings for additional information. 1. Stationary filter HEF-401 and the access door shall be shifted to the north. The edge of the new door opening shall be V-4" from the edge of the opening for door D-407. A lintel shall be installed over the new access door opening as indicated in the attached drawings. The cells on each side of the new opening shall be grouted. The opening where the HEF-401 access door was located shall be filled with CMU. The CMU shall closely match the block that is already in place in the building. 2. The new wall around HEF-401 shall be installed as indicated in Figure B. Along the vertical walls where the new masonry meets the existing masonry, provide 1/2-inch gap between the new and existing masonry walls, and infill the gap with backer rod and sealant. 3. Install the door and filter frame in the new location. The door shall have a perimeter gasket of closed -cell neoprene rubber. The frame shall be sealed in the opening with a closure plate. This closure plate is 16 gauge galvanized plate, anchored to the wall and the filter frame. Provide continuous caulk around perimeter of the closure plate. 4. Install the suction line for BL-4304 in the revised location. It should be centered approximately in the previous location for HEF-401 access door. 5. Remove the wall sleeve from the demolished 30-inch suction header and fill this opening with block. 6. Relocate the existing outlet to the south as required to accommodate the new door location. The Contractor shall submit a cost proposal for the work not included in the Contract Documents. All new work shall comply with the Contract Documents. LC AMR !J ) S • �. Iii.U.fA u •M M � ' J fd Y0, YJ. J J �------------------- i,Jrw wr14Y r • .mr ,Matra a.m ww n erJa rxm rr.•+a a wan Juumea, u ,rlcax. u .ama.T.. mwiucmf w aamiup iaa,00J mar .rrr if.r+ Jan+ar >. IJaa1{r raurr , ff'+fN fWrie NotWW •nas, fa _ --ann .maul i '-IInM Tr 'yd rJ4�h,1 ' I I ' >af�sff / I ( _... .•` .. r•,f......r�,•I,y � .•I ..7 .'v' i wa � d 3` 7 fwwsYm �->�] I `�<3 •7 �:,. of 4 t '�F ruf 1Tm " ._N 9YQ� ( •_-_ .. T .. ... arrsn Ir >yJ�>Jt4 � .u•.Jr —.• tl• J>' MJOY YI / N� rf1 AV�,lf r• K• YO .L'J---. _._.. ' ` � � 2 ---' -- �-_ ..-N-- --.. . __ _. - ... _ _ •� _ -'i •�„ _ to Access txk� x�e �3 LDCATlL1N t f fM.f SECitLWAI P� me aw>r u, m tq f9+1 YJ N ..e n.e .•aa/ J� Yor.f � a �. 10 LN i0. 1 I�OOD2 BB4-1 pm Ljkw--- IN FIGURE A I r zL Install blower suction line, centered in this opening "� RDON F71F-7 r ollnt c.Aw J Ls�,_� DETAIL 7T:K muo-N Q.. LUSSOCK TEXAS .4UT�EAST WATER MCLlqA;ION PLANT 1144CVEIIENTS IMNTRACT kG, NEW WATER RECLAMATION PLANT wo. 4 SLOWER SUtLOINC 0" gL IONS sEcr M74 Su-,qectiJEL DFP&,Ji JG f,J ZLbG Drawn By Sheet of W ALL- 4 rs i l D Liti1 i� 15�� 1 to 4 ,�/L "s'6 Y• k 7/ Gt l i ACit , �� \ 4 � �S1bE Ti.:1L11 w� *yl..� 7. 105-TALL.-. PRIM?- TO �. \ niGv�niCo CAL) 53✓E._c.Lt.j I I I� t.1 Ei.� G?erJ I nl C, I I I I FIGURE A m CcAf - LC,x4xT/lo L j/ s/F,FPDXy' A+>-1 C- Ar V, IAJ7d r�J?607-r=�.) crate 6 GkourEa P->, 116 15 nt. f Z ~ C bL.J L_ 4T- TE,n./F- C,-LL_S• DRC�t. A•tJ'.> 5r.- Ls7 ��ttiyh' — PRRKH6LL A.AI 'H&COO ER Subject 1J----k% CMtJ !^"ASCTITIu,J , 1 pJwcylCc.k- 13LvG Drawn By Sheet of ' i- /.J,--;;L3 CmL1 UiAGL FIGURE B INSTALL NEW ROLL FILTER PEA SECTION fials— I R I — It 4L. L REF FOR PADS AIR FIL rEA (BELOW SLAB) f3114 24' SINGLE mid ARCH EXP JT F-43CIB lllsl Ad SIT 3 iL I NOTE i—I cc L) PIPE Dg i ' FUTURE 20, DOUBLE ARCH EXP jT 3 1 4.2 ---.rMfw DUCT (BY MN !!aC—Tanj 4 00 =L 884.2 fV'BF 4 O� + LU EXIST 30' AIR TO BE Uj 10 SERVICE TEMPORARILY 42'X42*X24' RED TEE j i IPS 42'X42"X24' RED TEE 42'x2O' iltCL RED ELBOW ca �zz :2: cc: DISCHARGE N"ERV8F p AN PIPE SUPPORT CIL EC 3767.50 VBF-4341 CS 4 =1 No Text No Text RE: SEWRP - Lubbock (Questions about the Work Defined in RFI-128 - Multi -Stage Blower) Wednesday, December 15, 2010 3:32 PM From: "Stratton, Laura A." <StrattonLA@bv.com> To: "glenn grant"<g.grant@eaglecontractinglp.com> Cc: "Houghton, Richard H," <HoughtonRH@bv.com>, "Ronald Bray" <r, bray@eaglecontractinglp.com> 1 File (98KB) E-52.pdf OK, revised plan of action. See attached. Laura From: glenn grant [mailto:g.grant@eaglecontractinglp.com] Sent: Wednesday, December 15, 2010 1:03 PM To: Stratton, Laura A. Cc: Houghton, Richard H.; Ronald Bray Subject: RE: SEWRP - Lubbock (Questions about the Work Defined in RFI-128 - Multi -Stage Blower) Laura, There is another outlet 8ft to the north of the outlet mentioned in item c below. Do you still want to relocate? Glenn Grant Eagle Contracting, L.P. --- On Wed, 12/15110, Stratton, Laura A. <StraftonLA@bv.com> wrote: From: Stratton, Laura A. <StrattonLA@bv.com> Subject: RE: SEWRP - Lubbock (Questions about the Work Defined in RFI-128 - Multi -Stage Blower) To: "glenn grant'<g.grant@eaglecontractinglp.com> Cc: "Houghton, Richard H." <HoughtonRH@bv.com>, 'Ronald Bray" <r. bray@eaglecontracting Ip.com> Date: Wednesday, December 15, 2010, 12:35 PM See below. From: glenn grant [mailto:g.grant@eaglecontractinglp.comj Sent: Wednesday, December 15, 2010 9:58 AM To: Stratton, Laura A. Cc: Houghton, Richard H.; Ronald Bray Subject: RE: SEWRP - Lubbock (Questions about the Work Defined in RFI-128 - Multi -Stage Blower) http://us.mc5.mail.yahoo.com/me/showMessage?sMid=O&filterBy=&.rand=718350411 &... 12/15/2010 rV_ : 3Z W J-Nr - 1,U000UX `YUUbL1U11J allUUL L11G VV ULA 1JG1111G.0 All to t- A a v - --- .. C» - - - -0- .._ -- Laura, I'm sorry I missed your call yesterday. Ron showed me your message. Ron and I looked at the Blower Building and Filter Area we I was there yesterday, We found a couple of conflicts existing that I want to tell you about. Below is a list of the conflicts with the relocation of the Filter Door and CMU enclosure for the relocated Filters. a.) On the west side of the existing north/south CMU wall that divides the Blower Room and the Filter Room there exists an electrical outlet with exposed conduit right in the middle of the new location for the Filter Door. This outlet will either have to be removed or relocated. — The RFI response indicated that this needs to be relocated. It should be relocated either to the north or to the south of the access door. b.) Inside the Filter Room at the location of the relocated Filter Bank there is a Ott flourescent light fixture mounted on the ceiling where the CMU enclosure wall for the Filter Bank will be. This fixture needs to be removed. There is another light fixture in this area that could serve this room. — Yes, remove the fixture. c.) Inside the Filter Room at the location of the relocated Filter Bank on the east interior wall there is another electrical outlet with exposed conduit that is right where the CMU enclosure wall for the relocated Filter Bank will be. Do you want us to remove this outlet or relocate it? — Relocate the outlet to the north so that it remains in between the stationary filter and the roll filter. Please review and then get back to me with how you want to handle these three items. Thanks, Glenn Grant Eagle Contracting. L.P. --- On Tue, 12/14/10, Stratton, Laura A. <S'trattonLA(a�bv.eo»z> wrote: From: Stratton. Laura A. <StrattonLA@bv.com> Subject: RE: SEWRP - Lubbock (Questions about the Work Defined in RFI-128 - Multi - Stage Blower) To: "glerm grant"<g.grant@eaglecontractinglp.com> Cc: "Houghton, Richard H." <IIoughtonRH@bv.com>, "Ronald Bray" <r.bray@eaglecontractinglp.com>. "Randy Smith" <randy@seguinfab.com> Date: Tuesday, December 14, 2010, 11:32 AM Glenn, The existing 16 gauge closure plate should be reused. Laura http://us.mc5.mail.yahoo.com/me/showMessage?sMid=O&fllterBy=&.rand=71835041 I &... 12/15/2010 From: Stratton, Laura A. Sent: Monday, December 13, 2010 10:06 AM To: 'glenn grant' Cc: Houghton, Richard H.; Ronald Bray; Randy Smith Subject: RE: SEWRP - Lubbock (Questions about the Work Defined in R17I-128 - Multi -Stage Blower} Glenn, I will be back in the office tomorrow, and we can discuss further. See my responses below. Laura From: glenn grant[mailto:g.grant@eaglecontractinglp.com] Sent: Monday, December 13, 2010 9:41 AM To: Stratton, Laura A. Cc: Houghton, Richard H.; Ronald Bray; Randy Smith Subject: SEWRP - Lubbock (Questions about the Work Defined in RFI-128 - Multi -Stage Blower) Laura, 1 need to ask you some questions about the scope of the work involved in your answers to RFI-128. 1.) We are to relocate the door that accesses the existing Filters. On drawing sheet 83 of 311, Section 1 you show the old location for this door to be blocked up and include the penetration for the 24" suction piping for the Multi -Stage Blower. I think that we are supposed to use the angle shown. in Figure B for this blocked in opening but I cannot figure out you detail. Drawing 83 does not call for us to cut out block all the way up to the second floor roof deck. It shows us blocking in the old opening. Where does this angle shown in Figure B go? Figure B is the detail for the CMU wall inside of the plenum that will be constricted around the relocated filter. 2.) Question for Ron & Rich. What is the width of the existing door for Filter access? I assume that we are to reuse this door in a new location? Yes, the intent is to reuse the door. 3.) Item 3 on your response says seal the opening for this door with a closure plate. What size plate do you require and is this closure on the inside of this CMU wall only? I believe it is on the inside only. Ron and Rich can verify in the field. I got this information from the previous project. I will check the specs tomorrow and forward you the size information. Thanks, Glenn Grant Eagle Contracting, L.P. http://us.mc5.mail.yahoo.com/me/showMessage?sMid=O&filterBy=&.rand=71835041 I &... 12/15/2010 m 1 ' O _1 •a.B. m IN FIGURE A ///---r'z"'T- C'EF'- �Rcb! 5l2 / my ppc "J& Fu�L . •.. •. ILW63 B O t l qiM,.aoNR� 11ri' �r nwcMN. M91.iLL w-.9. .eOai m �1 WAX, WrrA cau Install blower suction line, centered in this opening 7- R&!RIL Bin. M4 E TI+ " ifi � •aawc am B-• 0.01gW�e M18GT� 1(IMIIMIB Mat. ttYµ�,11=11p1gM�P. •• MW[ IYWaRaM M1ttK�IM�wB.V3$1jM,G�IXG B. [vnMf��� �N IN•�I1�[IMUM lr0,� �M�Im1 LUBBOCK' TEXAS T WATER REMWTION PLANT IMPROVeENTS a cat •yW' &,S BlackSi/OZa6C1'1 NO. NEW WATER RECLAMATION PLANT NO. 4 �J4 ^4'T`4.E'.^i, Odom � iTSTe w•ewo��� [ONTRRCT 2 BLOWER BUILDING SECTIONS —W1 53 31i .E • tIA19"�pi�jlil@aYM'�70.'x7'w�, 4p(Ck0.Msex<mrosrs:.� i01I10RM`��IW�IIF�W6 —.� Esut � Ip Yp MTiP NGNMTI01 RNIf M0. t = eld'4T lUILDIMD LIOHf IMC RNI � 768� ill "—m9m BLACK & VEATCH hr., 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-1.10 January 26, 2011 The following are our comments to additional information for Submittal 15114-288 received on January 6, 2011 (AUMA actuator data sheet) and January 24, 2011 (AUMA actuator wiring diagram). Our comments are: 1. The operating time may remain at 200 seconds in lieu of the specified 60 seconds. 2. The wiring diagram will need to be updated to include the terminal points for the position indication. Refer to PI4. Engineer's review of drawings and data submitted by Contractor covers only general conformity to the Drawings and Specifications, external connections, and dimensions which affect the layout. Engineer's review does not indicate a thorough review of all dimensions, quantities, and details of the material, equipment, devices, or item shown. Engineer's review shall not relieve Contractor of Contractor's responsibility for errors, omissions, or deviations in the drawings and data, nor of the Contractor's sole responsibility for compliance with the Contract Documents. Sincerely, BLACK & VEATCH CORPORATION Laura A. Stratton, P.E. Engineering Manager cc: Rich Houghton, B&V, 1 copy File, 1 copy Wood Franklin, COL, pdf copy Black & Veatch Corporation • 9441 LBJ Freeway • Suite 114 • Dallas, TX 75243 USA • Telephone: 214.570.7000 Black & Veatch Corporation - Registration No. F-258 January 20, 2011 Black & Veatch Corp. 9441 LBJ Freeway — Suite 114 Dallas, Texas 75243 Attn: Mrs. Laura Stratton RE: Southeast Water Reclamation Plant Improvements Contract ITB # 07-730-BM — Project # 92126 The City of Lubbock, Texas Black & Veatch Corporation Subj.: Contractors Modification Request (CMR-18) —Credit offer to keep AUMA Actuators at the Headworks Flow Distribution Structure Slide Gates Dear Laura, Eagle Contracting, L.P., proposes to offer the Owner a Credit of One Thousand Dollars and No Cents (41,000.00) to accept the six AUMA Slide Gates Actuators installed at the Headworks Flow Distribution Structure (see credit offer from Hydrogate attached). We are asking that the Owner accept a slower operating speed to open or close these gates (200 seconds verses the approximately 60 seconds listed in the specifications for these gates). If the Owner decides to accept this proposal we will have AUMA come back to the Plant and install indicator boards to replace the positioner boards presently installed. This change will allow for permanent coordination with the Owner's SCADA system as required. AUMA will send the electrical drawings for this change if this credit is approved. WithoKinesea ds, enn Grant Project Manager cc: File (Proposals), Black & Veatch — Rich Houghton, Lubbock — Zoltan Fekete & Field P.O. Box 1600 0 Keller, Texas 76244 0 Metro (817) 379-1897 a Metro (817) 379-0610 Fax al fn Hydro Gate 7010 Broadway, Suite 400, Denver, CO 80221 • Phone: 303-288-7873 • Fax: 303-287-8531 • www.hydrogate.com Memorandum DATE: January 19, 2011 TO: Glenn Grant, Eagle Contracting FROM: Matt Bokan SUBJECT: Credit offer for Electric Actuator Speed Issues Glenn, In regards to the operating speed of the six (6) Auma actuators at SEWRP-Lubbock (Headworks Actuators), and the request for credit to be given for the currently installed actuators, I would like to extend the following offer to you: Hydro Gate is extending an offer of $1000.00 credit for the actuators that are installed currently at the headworks. In addition to this credit offer, it should be noted that Hydro Gate will warranty the positioner boards currently installed and have them replaced with indicator boards. This work is in addition to the credit offer, and will resolve the last punchlist item for the headworks actuators. If you have any questions please feel free to contact me. Thanks, s� Matt Bokan Project Engineer, Hydro Gate 303-288-7873 x235 mbokan@hydrogate.com 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. 138 Spec Section: Page No. Para. Drawing No. E16, E41 & E47 CONTRACTOR REQUESTS: ® Information ❑ interpretation ❑ Clarification Our Electrician noticed problems with the 15KVA Lighting Transformers located inside the Plant 3 & 4 UV MCC Rooms (shown on Drawings E41 & E47 and one line drawing E16). When the Unit Heaters came on these transformers were overloaded (refer to ACME RFI-18 dated January 20, 2011). These two transformers serve the UV Buildings and Filter Buildings at Plants 3 & 4. Please study this over - amperage and get back to us with your proposed solution. CONTRACTOR'S PROPOSED SOLUTION: REQUESTED BY: DATE: 1121/11 ENGINEER'S RESPONSE: Information ❑ Interpretation ❑ Clarification For the items described above or in the attached material referenced: See attached for response. RESPONSE BY: W.M. Luper DATE: 03/01/2011 S:1SandREagle Contracting FilesVob Fl1es1171 - Lubbock \NWTP\RFI's1RF1-138 - Over Amperage of 15 KVA Lighting Trensformers.doc RFI —138 Response — 03/01/2011 There are three parts to this response. The Contractor shall submit a cost proposal for the additional work. The work shall not be completed without written approval. All new work shall be in accordance to the Contract Documents. Part 1: The lighting panels are overloaded and revisions are required to accommodate the infrared heaters. The following items shall be added at each of the UV buildings: One 100 amp, 480 volt MCC breaker to feed the new transformer. One 37.5 WA, 480 volt-120/240 volt, single phase dry type transformer (50LT2 or 17LT2). One 18 circuit 120/240 volt single phase panelboard (501-2 or 171-2). Circuit from the MCC to the new transformer to be 3#2/0, #6G, 1 '/2". Circuit from the new transformer to the new panelboard to be 3#4/0, #2G, 2 Y2". The infrared heaters shall be moved off of the original panelboards and transformers and wired to the new ones. Part 2: The lighting panel/transformer loads for the other panels were reviewed and it appears that the Plant 4 Secondary Sludge Pump Station is overloaded. The following change will also be required: Replace the 15 WA, 480-120/240 volt, single phase transformer (5T2) with a 37.5 WA, 480-120/240 volt, single phase transformer. The feeder breaker in MCC-500A will increase from a 40 amp to a 100 amp (which will fit in the same space). Circuit from the MCC breaker to the transformer: 3#2/0, #6G, 1 '/2". Circuit from the transformer to the panelboard: 3#4/0, #2G, 2 Y2". Panelboard main breaker will need to be 200 amp. The removed transformer will be returned to the City as stipulated in Section 02050. Part 3: Panelboard 51-2 on sheet E51 includes a single pole 20 amp breaker for F-1 on circuit 9. The submittal appears to show a 240 volt indoor HVAC unit that requires a larger breaker (and circuit). Provide confirmation what is actually required and installed based on the actual equipment furnished. Acme Electric REQUEST FOR INFORMATION No. 00018 108 E 82ND Lubbock, Texas 79404 TITLE: UV and Filter #3 and #4 heaters DATE: 1/20/2011 PROJECT: SOUTHEAST WATER RECLAMATION PLANT JOB: 1362 TO: Attn: Glenn Grant Eagle Contracting STARTED: COMPLETED: REQUIRED: 1/27/2011 REQUEST: The 15 KVA transformer located in the electrical room is overloaded when the four inferred heaters are operating in UV#3 and Filter #3. On inspection the current draw at the transformer was 80 amps on one leg, and 90 amps on the other leg with the heaters operating. The current draw with the heaters off was measured at 20 arnp and 30 amps. This will also occur at UV #4 and Filter #4. Please advise. Requested By•Acnic Electric_ Signed: BARRY BROWN Date: l / Z;�-o (' F'IX- tiri.+n z P#*c 1 of I March 21, 2011 Black & Veatch Corp. 9441 LBJ Freeway —Suite 114 Dallas, Texas 75243 Attn: Mrs. 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-84) — Add Transformers at the two UV Buildings and the Secondary Sludge Pump Station so the I.R. Heaters will not over amp (per RFI-138) Dear Laura, Per the Engineer's answers to RFI-138, Eagle Contracting proposes to add the larger transformers for the two UV Buildings and the Secondary Sludge Pumping Station so that the I.R. Heaters in these buildings will not over amp the system for the Total Lump Sum Amount of Thirty Nine Thousand Nine and Ninety -Two Dollars and Seventy Cents ($39,092.70). Please get me your answer as to whether you want to add this work or not in one week so we can order and get this work completed before the end of this project. Sincerely, e a rant Project Manager cc: File (Proposals), Lubbock — Zoltan Fekete, B&V — Rich Houghton & Field P.O. Box 1600 a Keller, Texas 76244 0 Metro (817) 379-1897 0 Metro (817) 379-0610 Fax Eagle Contracting, L.P. SEWRP - Lubbock Date: March 21, 2011 Job No. 171 Proposal: PCM-84 Work Description: Add Transformers to match with IR Heaters at the UV Buildings and Secondary Sludge Pump Station Ref. RFI-138 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS SUBCONTRACT $ $ Install larger transformers at the two UV Bldg's & Secondary Sludge Pump Sta. to work with I.R. Heaters per RFI-138 I Electrical for UV Buildings Electrical for the Sec.Slg.Pmp.Sta. I i Build 36" x 36" Conc. Pads (3ea.) (3men x 6hrs x 3pads) `I I demo (I ea.) 24" x 24" conc. pad (2men x 3hrs) I Small Tools 1 j Is ! i 121,315.25 0.00 21,315.25 1 ! Is 9,776.15 ; 9,776.15 0.00 2 cy 250.00 500.00 54: mhs 0.00 ! 0.00 : 6 mhs 0.00' 0.00 0.00 1 Is 1,002.001 50.10I 0.00 ! 0.00 ' 31,641.50 j TOTAL LABOR TOTAL LABOR W/O BURDEN LABOR BURDEN/BNFTS - 52% I TOTAL LABOR TOTAL MATERIALS 's TOTAL SUBCONTRACTS SUBTOTAL INSURANCE @ 2-1/2% SUBTOTAL OH&P@15% TOTAL CONTRACT TIME EXTENSION REQUEST = 8 DAYS SEWRP - Lubbock 16.70 16.70 31,641.50 Acme Electric PROPOSED CHANGE ORDER No. 00021 108 E 82ND Lubbock, Texas 79404 TITLE: Install XFMR's and Panels @ UV#3,4 PROJECT: SOUTHEAST WATER RECLAMATION PLANT TO: Attn: Glenn Grant Eagle Contracting RE: To: From: DATE: 3/21/2011 JOB: 1362 CONTRACT NO: Number: Item Description Stock# Quantity Units Unit Price Tax Rate Tax Amount Net Amount 00001 MATERIALS 1.000 S13,243.00 0.00% S0.00 S13,243.00 00002 LABOR MANHOURS 126.000 S28.00 0.00% S0.00 S3,528.00 00003 LABOR$URDEN 3528.000 S0.50 0.00% S0.00 S1,764.00 00004 PROFIT AND OVERHEAD 18535.000 S0.15 0.00% S0.00 $2,780.25 Unit Cost: Unit Tax: Lump Sum: Lump Tax: Total: $21,315.25 $0.00 $0.00 $0.00 $21,315.25 APPROVAL: By: By: BA,RRY BROWN Glenn Grant Date: h)--/ l 1 1 Date: >:xrcaa;�n 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Job Name - LUBBOCK WASTE WATER TREATMENT II Job # - 2010-3 INSTALL XFMRS - PANELS @ UV #3, #4 Description Quantity Trade Price 'Unit Disc % Net Cost Labor UnilTotai Material jTotal Hours 3/4" GRC (GALV) 60 139.321C 0.00 139.32 7.501C 83.59 4.50 1 1/2" GRC (GALV) 80 340.21IC 0.00 340.21 11201C 272.17 8.96 1 1/2" GRC COUPLING 3 424.61+C 0.00; 424.61 40.001C 12.74 1.20 1 1/2" C DC BODY, CVR, GSKT 2 28.841E 0.00 28.84 1.851E 57,68 3.70 1 1/2" GRC 90 DEG ELBOW 6 1.675.381C 0.00 1,675.38 93.001C 100.52 5.58 1 1/2" STEEL LOCKNUT 8 76.47!C 0.00i 76.47 20.001C 6.12 1.60 1 1/2" STL GIRD BUSHING 2 258.18jc 0:00 258,18 100.001C 5.16 2.00 1 1/2" PLASTIC BUSHING 4 79.21;C 0.00 r 79.21 75.00 C 3.17 3.00 1 1/2" GRC STRUT CLAMP 6 157.60'C 0.00 157.60 5.001C 9.46 0.30 3/4" GRC CUT & THREAD 2 15.00 E 0.00: 15.00 50.001C 30.001 1.00 1 1/2" GRC CUT & THREAD 5 25.00,C 0.00 25.00 75.001C 1.25! 1 1/2" LT FLEX 6 441.001C 0.00! 441,00 25.00'C 26.46i 3.75 1.50 2 1/2" LT FLEX 10 960.001C 0.001 960.00 50.00 C 96.00' 5.00 1 1/2" LT INSUL STRAIGHT CONN 2 1,798.41IC 0.00' 1,798.41 37.001C 35.97 0.74 2 1/2" LT INSUL STRAIGHT CONN 2 17,490.00 C 0.00, 17,490.00 50.001C 349.80 1.00 1 1/2" LT INSUL 90 DEG CONN 2 27915.34'C 0.00; 2,915.34 70.00 C 58.311 1.40 2 1/2" LT INSUL 90 DEG CONN 2 23,367.00�C 0.00. 23,367.00 90.00 C 467.34 1.80 #$ XHHW BLACK 200 485,001M 0.00' 485,00 22.50,M 97.00 4.50 #6 XHHW BLACK 40 721.00)M 0.00 721.00 25.00 M 28.84 1.00 #2 XHHW BLACK 20 1;$15.91'M 0.00 1,815.91 35.0011vl 36.32 0.70 #2/0XHHW BLACK 250 3,S91.00 M 0.00 3,691.00 50.00M 922.75, 12.50 #4/0XHHW BLACK 60 5,796.001M 0.00; 5,796.00 60.00 M 347.76 3.60 GRFX229= CAST DEEP BOX 3/4" HUB 2 38.241E 0.00 38.24 1.00.E 76.48 2.00 GRF10= BLANK COVER 2 8.33 E 0,00 8.33 0.25E 16.66; 0.50 1/4-20 MACHINE SCREW ANCHOR 10 45.60 C 0.00 45.60 25.00:C 4.56 2.50 1/4 PLATED T-ROD 32 51.30 C 0.00, 51.30 13.70 C 16.42 4.38 1/4-20 HEX NUT -PLTD STL 24 1.49;C 0.00! 1.49 5.25 C 0.36 126 1/4 FLAT WASHER - PLTD STL 24 1.35;C 0.00, 1.35 6.00 C 0.32 1.44 BC12P BEAM CLAMP 3/4" FMT 8 108.99 C 0.00 108.99 8.00jC 8.72: 0.64 4T124 1/4" ROD 1/4" FLNG HNGR 2 69.38iC 0.00 69.38 8.001C 1.39 0.16 150A 3W-30CCT RCSD BREAKER BPB 2 1,885.00E 0.00 1,885.00 5.50E 3,770.001 11.00 100A 3P DPB FUS SGL CELL 2 1,950.001E 0.00. 1,950.00 4.00'E 3.900.00' 8.00 37.5KVA 1PH INDOOR DRY XMER 2 1,200.001E 0.00 1,200.00 12.50E 2.400.00 25,00 Totals 13,243.30 126.21 3/18/2011 10:45:45 AM Acme Electric PROPOSED CHANGE ORDER No. 00022 108 E 82ND Lubbock, Texas 79404 TITLE: Replace XFMR and Breakers L SSPS PROJECT: SOUTHEAST WATER RECLAMATION PLANT TO: Attn: Glenn Grant Eagle Contracting us To: From: DATE: 3/21/2011 JOB: 1362 CONTRACT NO: Number: Item Description Stock# Quantity Units Unit Price Tax Rate Tax Amount Net Amount 00001 MATERIALS 1.000 S5,351.00 0.00% S0.00 $5,351.00 00002 LABOR MANHOURS 75.000 $28.00 0.00% S0.00 S2,100.00 00003 LABOR BUREN 2100.000 $0.50 0.0 % S0.00 SL050.00 00004 PROFIT AND OVERHEAD 8501.000 $0.15 0.00% $0.00 $i 275.15 Unit Cost: $9,776.15 Unit Tax: $0.00 Lump Sum: $0.00 Lump Tax: $0.00 Total: $9,776.15 APPROVAL: By: ZBy: BARRY BROWN Glenn Grant Date: 3 > r / i i Date: Ezpedhiou 4D Job Name - LUBBOCK WASTE WATER TREATMENT 11 Job # - 2010-3 3/18/2011 10:51:17 AM 1 REPLACE XFMR @ SSPS Description Trade Price iUnit (Quantity 1 1 1/2" GRC (GALV) 50 340:211C 2 1 1/2" GRC COUPLING 3 424 61C 3 1 1/2" GRC 90 DEG ELBOW 3 1,675.38+C 4 1 1/2" STEEL LOCKNUT 4 76:471C 5 1 1/2" PLASTIC BUSHING 2 70.21 kC 6 1 1/2" SPRING STL CONDUIT CLAMP W1 BOLT 6 64.37fr 7 1 112" GRC CUT & THREAD 4 25.001C 8 2 1/2" LT FLEX 6 9&O:OOC 9 2 112" LT 90 DEG CONN 2 17;514.00jC 10 #6 XHHW BLACK 70 721 001M 11 #2 XHHW BLACK 15 1,81591M 12 #2/0 XHHW BLACK 200 3,691.00 M 13 #4/0 XHHW BLACK 45 5,796:00#M 14 114-20 MACHINE SCREW ANCHOR 6 45:60 C 15 1/4 PLATED T-ROD 19 51.30.0 16 1/4-20 HEX NUT - PLTD STL 13 1.49;C 17 1/4 FLAT WASHER - PLTD STL 13 1.35+C 18 200A 3P MOLDED CASE BRKR OPEN 1 382.001E 19 100A 3P DPB FUS SGL CELL 1 1.950.00'E 20 37.5KVA 1PH INDOOR DRY XMER 1 1,200.00 E 21 2" DIAM CORE 6" THICK WALL 1 150.00 E 22 REMOVE TRANSFORMER 1 0.0.0 E Totals Disc % Net Cost Labor UnilTotal Material Total Hours 0.00! 340.21 11.20 C 170.10i 5.60 0.00`. 424.61 40.00 C 12.74' 1.20 0.00 i 1,675.38 93.00 C 50.26 2.79 0.00! 76.47 20.00 C 3.06 0.80 0.00' 79.21 75.00 C 1.58 1.50 20.00; 51.50 34.30 C 3.0M 2.06 0.00 1: 25.00 75.00 C 1.001 3.00 0.00 960.00 50.00 C 57.60 3.00 20.00 14,011.20 60.00 C 280.22 1.20 0.00 721.00 25.00 M 50.47 1.75 0.00 1,815.91 35.001M 27.24 0.53 0.00 3,691.00 50.00.IM 738.20 10.00 0.00 5,796.00 60.001M 260.82 2.70 0.00 45.60 25.001C 2.74 1.50 0.00: 51.30 13.701C 9.75' 2.60 0.00; 1.49 5.251C 0.19 0.68 0.00 1.35 6.00 C 0.18 0.78 0.00 382.00 2.52E 382.00 2.52 0.00 1,950.00 4.00 E 1,950.001 4.00 0.00: 1,200.00 12.50E 1,2 it 00.00i 12.50 0.00 150.00 8.00 1 E 150.00 i 8.00 0.00; 0.00 6.00 E 0_00 6.00 5,351.24, 74.71 Pricing for xmlr's U V 43, it4, xeptace ximr ana ijreaKers In 6Jr6 - Y anon! lvlan rage 1 01 1 Pricing for Xmfr's UV #3, #4, Replace Xfmr and Breakers in SSPS Monday, March 21, 2011 9:19 AM From: "Barry Brown" <bbrown@acmeelect.com> To: "Glenn"<g.grant@eaglecontractinglp.com> Cc: "David" <dripleyacme@xanadoo.com>, "Ron" <r.bray@eaglecontractinglp.com> 1 File (159KB) 1610_00... Glen, Attached is the pricing for the changes at UV#3, UV#4, and SSPS. Please include in your pricing 3 — 36" X 36" equipment pads, and the demolition of one 24" X 24" equipment pad. Thanks, Barry Brown Acme Electric ph. 806-745-7720 fax 806-745-3102 bbrown@acmeelect. com http://us.mc5.mail.yahoo.com/me/showMessage?sMid=O&filterBy=&.rand=547566118&... 3/21 /2011 Barry Brown From: ross.valigura@schneider-electric.com Sent: Friday, March 18, 2011 10:25 AM To: bbrown@acmeelect.com Cc: GThomas@border-states.com Subject: Fw: SEWRP - Lubbock (Engineer's answers to RFI-138 - ACME RFI-18) see below Ross Valigura I Square D by Schneider Electric I Power North America I United States I Sales Manager West Texas Phone: +806-794-4754 1 Fax: +859-817-6588 i Mobile: +806-928-2503 Email: ross.valigura g()us.schneider-electric.com I Site: www.schneider-electric.com I Address: 6502 Slide Road Suite 306. Lubbock, Tx. 79424 Technical Support 888-778-2733 "` Please consider the environment before printing this e-mail ----- Forwarded by W. R Valigura/US/Schneider on 03/18/2011 10:15 AM ----- <athomas(u_border-states.com> To <ross.valiguraOus.schneider-electric.com> 03/18/2011 09:33 AM cc Subject Fw: SEWRP - Lubbock (Engineer's answers to RFI-138 - ACME RFI-18) Ross he needs the break out on these ----- Forwarded by Gary Thomas/LBT/Border States on 03/19/2011 01:30 AM •-•-- From: Gary Thomas/LBT/Border States To: BBROWN(a)_ACMEELECT.COM Date: 03/05/2011 04:05 AM Subject: Fw: SEWRP - Lubbock (Engineer's answers to RFI-138 - ACME RFI-18) ----- Forwarded by Gary Thomas/LBT/Border States on 03/05/2011 04:02 AM ----- From: <ross.valigura(a)schneider-electric.com> To: Barry Brown <bbrownp_acmeelect.com> Cc: <GThomas(a-border-states.com> Date: 03/04/2011 08:31 AM Subject: Re: FW: SEWRP - Lubbock (Engineer's answers to RFI-138 - ACME RFI-18) Part 1 Provide 2 new 100a cbo MCC buckets, 2-EE37S3H, 2-200a m/b panels similar to 501-1 and 171-1. $10,070.00 (MCC buckets @ $3900.00, xfmrs @ $2400.00, panels @$3770.00) Part 2 Provide 2-EE37S3H, Change the 40a breakers in MCC to 100a, Replace the 150a breakers in 501-1 and 171-1 with 200 amp breakers. $3,882.00 MCC breakers @ $1100.00, xfmrs @$2400.00, panel breakers @ $382.00 Part 3 n/a Ross Valigura I Square D by Schneider Electric I Power North America I United States I Sales Manager West Texas Phone: +806-794-4754 1 Fax: +859-817-6588 1 Mobile: +806-928-2503 Email: ross.vaiiauraCcDus.schneider-electric.com I Site: www.schneider-electric.com I Address: 6502 Slide Road Suite 306, Lubbock, Tx. 79424 Technical Support 888-778-2733 *** Please consider the environment before printing this e-mail Barry Brown <bbrown(a3acmeelect.com> 03/01/2011 03:09 PM To <ross.valigura(o)us.schneider-electric.com> cc Subject FW: SEWRP - Lubbock (Engineer's answers to RFI-138 - ACME RFI-18) Ross, Would you work up pricing for the attached change. There are 2 UV buildings that will each require the additional gear. Thanks, Barry Brown Acme Electric ph. 806-745-7720 fax 806-745-3102 bbrown@acmeelect.com From: glenn grant[mailto:g.grantCabeaglecontractin4lp com] Sent: Tuesday, March 01, 2011 12:08 PM To: Barry Brown Cc: David Ripley; Ronald Bray Subject: SEWRP - Lubbock (Engineer's answers to RFI-138 - ACME RFI-18) Barry, Please get me your quote to make the changes recommended by the Engineer to correct the over amperage at the 15KVA Transformers in the MCC Rooms of Plant 3 & 4 UV (see attached). Glenn Grant Eagle Contracting, L.P. 2 REQUEST FOR INFORMATION i�iaY-smhYOtA[iN5Pi4,r "P;ib R 3.. 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. 138 Spec Section: Page No. Para. Drawing No. E16, E41 & E47 CONTRACTOR REQUESTS: ® Information G Interpretation D Clarification Our Electrician noticed problems with the 15KVA Lighting Transformers located Inside the Plant 3 & 4 UV MCC Rooms (shown on Drawings E41 & E47 and one line drawing E16). When the Unit Heaters came on these transformers were overloaded (refer to ACME RFI-18 dated January 20, 2011). These two transformers serve the UV Buildings and Filter Buildings at Plants 3 & 4. Please study this over - amperage and get back to us with your proposed solution. CONTRACTOR'S PROPOSED SOLUTION: REQUESTED BY: DATE: 1/21/11 ENGINEER'S RESPONSE: Information . D Interpretation D Clarification For the items described above or in the attached material referenced: See attached for response RESPONSE BY: W.M. Luper DATE: 03/01/2011 S:1Sand1Eag1e Contracting FilesUob Flles1171 -Lubbock VVVVTMRFrs1RF1.138 - Over Amperage of IS KVA Lighting Translormers.doc RFI —138 Response — 03/01/2011 There are three parts to this response. The Contractor shall submit a cost proposal for the additional work. The work shall not be completed without written approval. All new work shall be in accordance to the Contract Documents. Part 1: The lighting panels are overloaded and revisions are required to accommodate the infrared heaters. The following items shall be added at each of the UV buildings: One 100 amp, 480 volt MCC breaker to feed the new transformer. One 37.5 WA, 480 volt-120/240 volt, single phase dry type transformer (50LT2 or 17LT2). One 18 circuit 120/240 volt single phase panelboard (501-2 or 171-2). Circuit from the MCC to the new transformer to be 3#2/0, #6G, 1 1/2". Circuit from the new transformer to the new panelboard to be 3#4/0, #2G, 2 Y2". The infrared heaters shall be moved off of the original panelboards and transformers and wired to the new ones. Part 2: The lighting panel/transformer loads for the other panels were reviewed and it appears that the Plant 4 Secondary Sludge Pump Station is overloaded. The following change will also be required: Replace the 15 WA, 480-120/240 volt, single phase transformer (5T2) with a 37.5 WA, 480-120/240 volt, single phase transformer. The feeder breaker in MCC-500A will increase from a 40 amp to a 100 amp (which will fit in the same space). Circuit from the MCC breaker to the transformer: 3#2/0, #6G, 1 %". Circuit from the transformer to the panelboard: 3#4/0, #2G, 2 Y2". Panelboard main breaker will need to be 200 amp. The removed transformer will be returned to the City as stipulated in Section 02050. Part 3: Panelboard 51-2 on sheet E51 includes a single pole 20 amp breaker for F-1 on circuit 9. The submittal appears to show a 240 volt indoor HVAC unit that requires a larger breaker (and circuit). Provide confirmation what is actually required and installed based on the actual equipment furnished. Acme E+ lectrie REQUEST FOR INFORMATION No. O0018 108 E 82ND Lubbock, Texas 79404 TITLE: UV and Filter #3 and #4 heaters DATE: 1/20/2011 PROJECT: SOUTHEAST WATER RECLAMATION PLANT JOB: 1362 TO: Attn: Glenn Grant Eagle Contracting STARTLED: COMPLETED: REQUIRED: 1/27/2011 REQUEST: The 15 KVA transformer located in the electrical room is overloaded when the four inferred heaters are operating in UV#3 and Fitter #3. On inspection the current draw at the transformer was 80 amps on one leg, and 90 amps on the other leg with the heaters operating. The current draw with the heaters off was measured at 20 amp and 30 amps. This will also occur at UV #4 and Filter #4. Please advise. Rednested By•:'lcme Electric Sinned: 13ARRY t3ROWN r•qeau:• Dare:I /.-:?-0 /rt Wi}c!.• 1 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 Subject: Dear Mr. Grant: B&V Project 140092.6100 B&V File G-1.6 March 15, 2011 Screen at anoxic zone weir In order to help prevent media from being carried over the anoxic zone weir during foaming events in the BNR basin, Eagle is being requested to add a screen at each of the three weirs as indicated below and shown on the attached figures. The screen material shall be stainless steel and have 5 mm opening and shall meet the requirements included in specification 11230P4. The screen shall be assembled and installed at the existing weirs as indicated in the attached drawings. If Eagle believes that this is additional work, a cost proposal including all additional costs shall be submitted for review. The additional work shall be executed in accordance with the Contract Documents. Eagle is not authorized to complete any additional work until the work is included in a signed change order. Please feel free to call me at 214/570-7076 should you have any questions. Sincerely, BLACK &, V,E/AT�CH Laura A. Stratton, P.E. Engineering Manager LAS attachments cc: Mr. Zoltan Fekete, City of Lubbock, pdf copy Ms. Mary Gonzales, City of Lubbock, pdf copy Mr. Rich Houghton, B&V, pdf copy Mr. Roland Holder, PSC, pdf copy Black & Veatch Corporation 9441 LBJ Freeway • Suite 114 Dallas, TX 75243 USA - Telephone: 214.570.7000 Black & Veatch Corporation - Registration No. F-258 IX/ A (OH) B 21'-0" fi PLAN ATTACH MESH TO FRAME - FULLY WELD AND POLISH ALL JOINTS, TYP ELEVATION MEDIA SCREEN 1/4"=V-0* VERTICAL MEMBER AT QUARTER POINTS FABRICATE FRAME WITH STAINLESS STEEL L44114 MEMBERS, TYP A NORTH 3164.00 T7 77 Z' Z A� 3160.47 ATTACH FRAME TO WALL WITH (4) 3/4-0 S.S. HILTI WALL 3164.0( � A'� )- SECTION 3164. B SECTION iTACH MEMBER TO WALL VD WALKWAY WITH (2) VO S.S. HILTI ANCHORS VD RE 500 EACH ENO April 11, 2011 Black & Veatch Corp. 9441 LBJ Freeway — Suite 114 Dallas, Texas 75243 Attn: Mrs. 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-85) — Add Screen at Anoxic Zone Weir of BNR Basins 1-3 per Black & Veatch letter dated March 15, 2011 Dear Laura, As requested by the Engineer's letter dated March 15, 2011, Eagle Contracting, L.P., proposes to add a Screen at the Anoxic Zone Weir of each of the three BNR Basins for the Total Lump Sum Amount of Thirty Four Thousand and Seventy One Dollars and Sixty Eight Cents ($34,071.68). This proposal is based on these three screens not being figured into the Sieve System Performance Testing. This proposal also is based on the Plant giving us each BNR Basin consecutively without a time lapse between installations of the screens. This proposal is good until May 6, 2011 due to the volatility of the Stainless markets at this time. Glenn Grant Project Manager cc: File (Proposals), Lubbock — Zoltan Fekete, B&V — Rich Houghton & Field P.O. Box 1600 0 Keller, Texas 76244 Metro (817) 379-1897 0 Metro (817) 379-0610 Fax Eagle Contracting, L.P. SEWRP - Lubbock Job No. 171 Work Description: Add Screen at Anoxic Zone Weir of BNR Basins 1-3 Ref. Black & Veatch Letter dated 3-15-2011 Date: April 11, 2011 Proposal: PCM-85 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS SuecONTRAr-T $ $ Add Screen at Anoxic Zone I Weir of BNR Basins 1-3 I I 1 is 1 23,250.00 23,250.00 0.00 Purchase Screens Drill & Epoxy Grout Anchors for Screens 36 ea 25.00 900.00 0.00 (12ea per Screen) 0.00 0.00 0.00 0.00 Install Screens 75 mhs 0.00 16.70 1,252.50 (5men x 5hrs x 3screens) 0.00 0.00 0.00 0.00 Eagle 60 Ton Picker to hoist Screens 0.33 month 6,500.00 2,145.00 0.00 Fuel, Oil & Gas - 30% Rent 1 Is 2,145.00 643.50 0.00 0.00 0.00 Small Tools - 5% Labor 1 Is 1,252.50 62.63 0.00 0.00 27,001.13 TOTAL LABOR 1,252.50 0.00 TOTAL LABOR W/0 BURDEN 1,252.50 LABOR BURDEN/BNFTS - 52% 651.30 TOTAL LABOR 1,903.80 TOTAL MATERIALS 27,001.13 TOTAL SUBCONTRACTS 0.00 SUBTOTAL 28,904.93 INSURANCE @ 2-1/2% 722.62 SUBTOTAL 29,627.55 OH & P @ 15% 4,444.13 34,071.68 TOTAL SEWRP - Lubbock Project Change Order - Detail Job # F370 Lubbock SE WRP lmpr. Page # 1 Property of Seguin Fabricators, Ltd 04111/11 09:26:26 (Variation Re£ Equals 19) Change Order ref. 19 Estimated value Description SS Screens @ Weirs SNR basinl-3 Agreed value Date created 03/15/11 Date received 03/15/11 Internal t External �-��y�/ Status Created by RANDY Customer PO number Customer ref Engineer ref Architect ref Invoice number Invoice date Payment date Notes Glenn, Call, if you have any questions. Let me know if you accept this quote. thansk Randy Smith email 3-15-11 from Glenn -Grant Randy, $23,250.00 $0.00 Please get me your quotation for the three SS Screens per the attached Engineer's Request Letter and the sections of specification 11230P4 that pertain to sieves screens. I will check with the manufacture for 11230P4 to get their approval of the wedge wire screens with 5mm spacing. Glenn Grant Eagle Contracting, L.P. This report was generated by Fab Trol MRP software. For product Informat/on, ca# (541) 485-4719 or visit www. tab trol. cam 7,bJEGUIN FABRICATORS, Ltd. P.O. BOX 1230 SEGUIN, TEXAS 78156-1230 ph. 830/379-4129 fax 830/379-0685 TO: Eagle Contracting BID DATE: April 8, 2011 O ATTN: Glen Grant PROPOSAL #: 11-163 rev. PH: ENG/ARCH: lack &Veatch FAX: PROJECT: Southeast Water Reclaimation Plant LOCATION: Lubbock, TX Sect. 1. We propose to fiirnish, subject to the terms and conditions included herein, the material described in the proposal from plan sheets and specifications, with Addenda noted, in accordance with the Standard Practice of the American Institute of Steel Construction, Inc. Sect. 2. We include the furnishing and/or fabrication of the following: ITEM FINISH QTY. DESCRIPTION SS Screens at the Weirs of BNR Basins I Mill 3 S/S 304-L Stainless Steel Frames using 4x4x1/4 Angle W/ Concrete Anchors as per drawing 1, attached SFI. Sheets showing Johnson product screens, W/ Wedge Wire Screens 493 with slot Smm spaceing, W/ extra supports for the wire. Note: del. of wire is 2-3 weeks after approved drawings. Fabrication will be approx. additional 2 weeks. For the Sum of $ $23 250.40 FOB Seguin Fabricators, Ltd., with full freight allowed on trucks to the nearest accessible point of the jobsite, - Prices quoted are based on full (approx. 40,000 lbs) shipments. Any variation will be invoiced at freight differential, i.e., split shipments, early releases, alternate destinations, or reduced quantities. WE EXCLUDE: + Reinforcing steel + Pre-engineered metal buildings + Taxes • Design and/or design calculations • Erection + Cost of testing + Pipe sleeves, hangers, and supports + isolation coating of aluminum + Electrical and mechanical equipment supports + Pipe Straps • Field measurements • Pipe and Pump Supports Page I of 2 + Cast iron except as specifically included above • Manufactured hatches except as specifically included above • precast embed items + ASCE rails 4 • Safety Rail & Post on Ladders + AISC Quality Certification Program • Electrical Details except as specifically included above + Pickling and/or Passivating + Polishing of Stainless Steel + TERMS: Net 30 days from date of invoice with no retainage. Secs, 3. Acceptance & Approval of Contract: This proposal is made for acceptance by you in writing within thirty (30) days from bid date and shall become a contract only upon approval by our Contracting Manager, or other authorized personnel. Sect 4. Due to steel, stainless steel and aluminum cost increases and surcharges, this quotation price in based on April 8th, 2011 material pricing. Prices will be good for 30 days. After that date any increases in material cost will be added to contract price. Material is ordered after approval of shop drawings and there could be delays in delivery due to material shortages and availability. SEGUIN FABRICATORS, Ltd. Burl Smith President (ph ext. 212), email burl@seguinfab.com Page 2 of 2 7-6 P Elm a &,q 505 566Z?W3 A� 0,05es 0*19 ; 1 1 3164.00 10-1 1 I I LO, 4.7 FOR :5'*heeRs- 3h ws,&,,v FA BRK I C 0 TE FRAME SIS_j4_1 STEEL 4Y,4-Y,114 � -- 12FD PROJECT: p4 Seguin REV DESCRIPTIO CUSTOMER: jF;jQ Fabricators Ltd. S.F.L. JOB # DWG. # SEGUIN, TEXAS 34129 DATE I)RAWN.,RY f:AX(Z)S79' .0865SCALE CHECKED BY THISDRAWNG IS FURNISHED ONA RESTRACIED WISAND is Norm acusio I#YAW wAyDEmjmENrAL 70 THEINTERESTS OFSEGLONFA13RICATORS VD- DATE vl� TECHNICAL DATA STANDARD WELDED CONSTRUCTION AOIUUSS, —0-1- 204 H MWPBMTUM IUPP09180D omw A = Wldth B = Depth C = ReOef Angle I �.-- A _.. Tri-Wire • • B A W IN s/a' W' i✓ B %4' tlet' IfM ?At C 30' 30' 30' 30' ;._.A Iso-Wire ' t v ' ' , 1 B A tst %' 4te alai i5' B .048' .074' flu' ;V W C; C 10' 15' Is, 15' 15' 10 �,�i• x5 ,w .i�%r•.ra�`�vc�}:..F4-u•,w;-< r¢.=x,t-r. ��••.�g •,rrr:.•a r. � 5x-.s,-.. io Nsolus PI:D.'�S�iPPO' 'aoD-S":•;_,�� e�?�_.-.. f-�j'{;91rn+: d:. � {�'" �a ' :a c %:S.^•'• f ,-'• _ •' j'�•t� �, �� •tc; s i� .� ?:y +".fi�� .jjSS y z. .���.."q:i�� '�yix• '4ap Nia.; . O 1 .t' F•S- •-1 1 t •�. t3' wppii.++�'�PP��:'vg r• ~+f.�• * ,y�r. .y. ry• � } • `�'/.''•C! S1� SECTIONWIDTH HEIGHT IN IM AREA IN. •i di2H3. RT02SYn�1fe5 (EfY�tlfl Skit• OtiAtrs ' n- 83 .060 00 1 .004 1 A " X Z89 .189 .013 1 .29 .600 A Iso-Grizzly Wire `If . ' B A mr am Am.. B .o & W . w-ur J4-w M401- C ; C f0' i 101 10' A Grizzly -Wire 1 s 1 A W *2' Ile slat Me W aG' B 9w uNl lA, I& lib. 35. IV C 5' T S' 51 5' 5, 5' BLACK & VEATCHi ® building a world of difference - ENERGY WATER INFORMATION GOVERNMENT JECID MAR 24 2011 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 Subject: Dear Mr. Grant: B&V Project 140092.6100 B&V File G-1.6 March 15, 2011 Screen at anoxic zone weir In order to help prevent media from being carried over the anoxic zone weir during foaming events in the BNR basin, Eagle is being requested to add a screen at each of the three weirs as indicated below and shown on the attached figures. The screen material shall be stainless steel and have 5 mm opening and shall meet the requirements included in specification 11230P4. The screen shall be assembled and installed at the existing weirs as indicated in the attached drawings. If Eagle believes that this is additional work, a cost proposal including all additional costs shall be submitted for review. The additional work shall be executed in accordance with the Contract Documents. Eagle is not authorized to complete any additional work until the work is included in a signed change order. Please feel free to call me at 214/570-7076 should you have any questions. Sincerely, BLACK & VEATCH Laura A. Stratton, P.E. Engineering Manager LAS attachments cc: Mr. Zoltan Fekete, City of Lubbock, pdf copy Ms. Mary Gonzales, City of Lubbock, pdf copy Mr. Rich Houghton, B&V, pdf copy Mr. Roland Holder, PSC, pdf copy Black & Veatch Corporation • 9441 LBJ Freeway • Suite 114, Dallas, TX 75243 USA • Telephone: 214.570.7000 Black & Veatch Corporation - Registration No. F-258 A (UH) g A 21'-0" PLAN ATTACH MESH TO FRAME - FULLY WELD AN WELD POLISH BEYOND ALL JOINTS, TYP ELEVATION MEDIA SCREEN ftw =7'-V VERTICAL MEMBER AT QUARTER POINTS FABRICATE FRAME WITH STAINLESS STEEL L4x4x1l4 MEMBERS, TYP 3164.00 .4160.47 NORTH ATTACH FRAME TO WALL WITH (4) 3/4"0 S.S. HILTI WALL 3164.01] SECTION M 3/4"=1'-W WER B SECTION 3/4"=1'-0" TTACH MEMBER TO WALL ND WALKWAY WITH (2) 4"0 S.S. HILTI ANCHORS ND RE 500 EACH END SEWRP - Lubbock (Engineer's request for three new Wedge Wire Screens at the BNR Ba... Page 1 of 1 -VA1400Y.SMALL BUSINESS SEWRP - Lubbock (Engineer's request for three new Wedge Wire Screens at the BNR Basins) Monday, March 28, 2011 9:43 AM From: "glenn grant"<g.grant@eaglecontractinglp.com> To: "Greg Smith" <greg.smith@veoliawater.com> Cc: "Ronald Bray"<r.bray@eaglecontractinglp.com>, "Randy Smith" <randy@seguinfab.com> 1 File (76KB) SS Wedg... Greg, Attached is a copy of the Engineer's request to add a SS Wedge Wire Screen at the Weir between Anoxic Zone and Oxic Zone to keep the Media from backing up into the Anoxic Zone. Is the Wedge Wire a protected product or can anyone purchase it? I am trying to have my metals supplier supply it since they are local. Glenn Grant Eagle Contracting, L.P. http://us.mc5.mail.yahoo. com/mc/showMessage?sMid=O&fid=Sent&filterBy=&.rand=517... 3/28/2011 EA-17 E CONTRACTING,_:L,P April 22, 2011 Black & Veatch Corp. 9441 LBJ Freeway — Suite 114 Dallas, Texas 75243 Attn: Mrs. 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-85R) — Add Screen at Anoxic Zone Weir of BNR Basins 1-3 per Black & Veatch letter dated March 15, 2011 and request later to add 3 5/8" in height to the Screens Dear Laura, As requested by the Engineer's letter dated March 15, 2011 and later request to add 3 5/8" to the height of the Screens, Eagle Contracting, L.P., proposes to add a Screen at the Anoxic Zone Weir of each of the three BNR Basins for the Total Lump Sum Amount of Thirty Five Thousand and Five Hundred and Sixty Two Dollars and. Eighty Cents ($35,562.80). This proposal is based on these three screens not being figured into the Sieve System Performance Testing. This proposal also is based on the Plant giving us each BNR Basin consecutively without a time lapse between installations of the screens. This proposal is good until May 6, 2011 due to the volatility of the Stainless markets at this time. Sincerely, Grant Project Manager cc: File (Proposals), Lubbock — Zoltan Fekete, B&V — Rich Houghton & 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 Date: April 22, 2011 Proposal: PCM-85R Work Description: Add Screen at Anoxic Zone Weir of BNR Basins 1-3 Ref. Black & Veatch Letter dated 3-15-2011 & request to add 3 5/8" in Height to the Screens MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS SUBCONTRACT $ $ Add Screen at Anoxic Zone Weir of BNR Basins 1-3 Purchase Screens 1 is 24,515.00 24,515.00 0.00 Drill & Epoxy Grout Anchors for Screens 36 ea 25.00 900.00 0.00 (12ea per Screen) 0.00 0.00 0.00 0.00 Install Screens 75 mhs 0.00 16.70 1,252.50 (5men x 5hrs x 3screens) 0.00 0.00 0.00 0.00 Eagle 60 Ton Picker to hoist Screens 0.33 month 6,500.00 2,145.00 0.00 Fuel, Oil & Gas - 30% Rent 1 Is 2,145.00 643.50 0.00 0.00 0.00 Small Tools - 5% Labor 1 Is 1,252.50 62.63 0.00 0.00 28,266.13 TOTAL LABOR 1,252.50 0.00 TOTAL LABOR W/O BURDEN 1,252.50 LABOR BURDEN/BNFTS - 52% 651.30 TOTAL LABOR 1,903.80 TOTAL MATERIALS 28,266.13 TOTAL SUBCONTRACTS 0.00 SUBTOTAL 30,169.93 INSURANCE @ 2-1/2% 754.25 SUBTOTAL 30,924.17 OH & P @ 15% 4,638.63 TOTAL 35,562.80 SEWRP - Lubbock Project Change Order - Detail .lob # F370 Lubbock SE WRP impr. Page # I Property of Seguin Fabricators, Ltd 04122/11 08:48:40 (Variation Ref. Equals 19) Change Order ref. 19 Estimated value $24,515.00 Description SS Screens @ Weirs BNR basinl-3 Agreed value- $0.00 Date created 03/15/11 Date received 03/15/11 Internal / External External Status RFQ Created by RANDY Customer PO number Customer ref Engineer ref Architect ref Invoice number Invoice date Payment date Notes Glenn Revision #1 to Add 3 518" to the height of the wedge wire baffles. Add $ 1,265 base $ 23,250 new total $ 24,515 Let me know if you have any questions. thanks Randy Smith email from Glenn Grant 4-21-11 Randy, I misspoke in my previous e-mail. The engineer wants to look at a price for the screens to be .30 feet (3 5/8") taller than you previously quoted. Glenn Grant Eagle Contracting, L.P. Glenn, Call, if you have any questions. Let me know if you accept this quote. thanks Randy Smith This report was generated by FabTrol MRP software. For product informatlon, call (54?) 485-47i9 or vislt www.fabtroLcom Protect Chanae Order - Detail 1 Job #F370 Lubbock SE WRP 1mpr. Page # 2 Property of Seguin Fabricators, Ltd 04/22/11 08:48:40 email 3-15-11 from Glenn Grant Randy, Please get me your quotation for the three SS Screens per the attached Engineer's Request Letter and the sections of specification 11230P4 that pertain to slaves screens. I will check with the manufacture for 11230P4 to get their approval of the wedge wire screens with 5mm spacing. Glenn Grant Eagle Contracting, L.P. This report was generated by FabTrof MRP software. For product Information, call (541) 485-4719 or visft www.fabfroLcom :I 1 t hLPPo� D :E t� ,316q..10 1t 3f &0, /7 �Z�rSLy" tYEt6�t � 5c.�rj FABKICRTE FRAMr- STEEL 4 x Q x'14- � Fob S�jPP�itlS- 5��,�' SPP.,c°. lt23o Py4 A�'�Rc.1teD PROJECT: Seguin REV t7ESCR1PilON CUSTOMER: ez, Fabricators ,/- Ltd. /b �4s,b gVe.i4r -,, 319 `r S.F.L. JOB # DWG. # DATE DRAWN BY=FAX I)� I SCALE CHECKED BY -_ THIS DRAWING IS FURNISHED ONA RESTRICTED BASISAND IS NOT TO BE USED 1NANYWAYDETRIMENrAL TO THEIAMESTSOf SEGUINFA8RICATORS, LTD -4 -0 -/t f Fw: RE: SEWRP - Lubbock (PCM-85 - Addition of Wedge Wire Screens at Anoxic Zone... Pagel of 3 0LLL BUSINESS Fw: RE: SEWRP - Lubbock (PCM-85 - Addition of Wedge Wire Screens at Anoxic Zone of BNR Basins 1-3) From: "glenn grant" <g.grant@eaglecontractinglp.com> To: "Randy Smith" <randy@seguinfab.com> Cc: "Laura Stratton" <strattonla@bv.com>, "Harlan Ennis" <h.ennis@eaglecontractingip.com>, "Ronald Bray" <r.bray@eaglecontractinglp.com> Randy, Please get with Burl on the engineer's request to make these screens 3" taller. Please get back to me with any costs increases to make these screens taller. Glenn Grant Eagle Contracting, L.P. -- On Thu, 4121111, Stratton, Laura A. <StraftonLA@bv.com> wrote: From: Stratton, Laura A. <StrattonLA@bv.com> Subject: RE: SEWRP - Lubbock (PCM-85 - Addition of Wedge Wire Screens at Anoxic Zone of BNR Basins 1-3) To: "glenn grant"<g.grant@eaglecontractingip.com> Date: Thursday, April 21, 2011, 9:04 AM ks Glenn, One question that came up yesterday while I was on site, how much will the cost be impacted if we have the screen bottom installed at elevation 3160.17? This will increase the height by 0.3 inches. From: glenn grant[mailto:g.grant@eaglecontractinglp.com] Sent: Wednesday, April 20, 2011 5:11 PM To: Stratton, Laura A. Subject: FW SEWRP - Lubbock (PCM-85 - Addition of Wedge Wire Screens at Anoxic Zone of BNR Basins 1-3) Laura, Attached is I. K uger's approval of the Wedge Wire we are quoting for the screens at the weirs between Oxic & Anoxic Zones in BNR Basins 1-3. Please note the statement by Kruger saying that these screens will have to be maintained to keep them from blinding. Glenn Grant Eagle Contracting, L.P. http://us.mc5.mail.yahoo.com/mclshowMessage?sMid=O&fid=Sent&filterBy=&.rand=153... 4/21/2011 YW: ": NhW" - Lubbock (FUM-35 - Addition of Wedge Wire Screens at Anoxic Gone... Page 2 of 3 --- On Wed, 4/20/11, Smith, Greg <Greg.Smith@veoliawater.com> wrote: From: Smith, Greg <Greg. Smith@veol iawater.com> Subject: FW: SEWRP - Lubbock (PCM-85 - Addition of Wedge Wire Screens at Anoxic Zone of BNR Basins 1-3) To: "glenn grant" <g.grant@eaglecontractinglp.com> Cc: "Wood, Luke" <Luke.Wood@veoliawater.com>, "Ronald Bray" <r.bray@eaglecontractinglp.com> Date: Wednesday, April 20, 2011, 4:02 PM HI Glenn - We have reviewed what is proposed and conclude that this wedge wire screen should be sufficient for retaining our K1 media. Please see Luke's additional comments below. Let me know if you need anything else on this matter. Regards, Greg Smith ( Senior Project Manager I. Kruger Inc. 1401 Harrison Oaks Blvd., Ste 100 - Cary, NC 27513 Office: 919-677-8310 1 Fax: 919-677-0082 ( Direct: 919-653-4552 From: Wood, Luke Sent: Wednesday, April 13, 2011 8:51 PM To: Smith, Greg Subject: RE: SEWRP - Lubbock (PCM-85 - Addition of Wedge Wire Screens at Anoxic Zone of BNR Basins 1-3) The screen wire is suitable to retain K1 media. Without some sort of cleaning mechanism, it may clog with hair and fiber compromising its effectiveness to pass foam even if a water spray is applied. Sincerely, Luke Wood Process Manager L Kruger Inc. Office: 919-677-8310 Direct: 919-653-4541 Fax: 919-677-0082 Mobile: 919-523-2157 From: glenn grant(mailto:g.grant@eaglecontractingip.comj Sent: Monday, April 11, 2011 11:27 AM To: Smith, Greg http://us.mc5.mail.yahoo.comlmclshowMessage?sMid=O&fid=Sent&B1terBy=&.rand=153... 4/21 /2011 Fw: RE: SEWRP - Lubbock (PCM-85 - Addition of Wedge Wire Screens at Anoxic Zone... Page 3 of 3 Cc: Ronald Bray; Randy Smith Subject: SEWRP - Lubbock (PCM-85 - Addition of Wedge Wire Screens at Anoxic Zone of BNR Basins 1-3) Greg, Please review the tech.data that defines this wedge wire and tell me if it is OK. These screens are necessary due to the foaming at this Plant so the Plant can keep the Media from floating on the scum in the OXIC Zones and out of the Anoxic Zones. Glenn Grant Eagle Contracting, L.P. ************************************************************************* This e-mail message and any attachments to it are intended only for the named recipients and may contain confidential information. If you are not one of the intended recipients, please do not duplicate or forward this e-mail message and immediately delete it from your computer. If you received this email in error, please notify postmaster@veoliawater.com http://us. mc5.mail.yahoo. com/mc/showMessage?sMid=O&fid=Sent&filterBy=&.rand=153... 4/21 /2011 aLwlcr - Lunnocx kt1eignt or NN Ncreens) - Yahoo! Mail Page 1 of 1 VAM4001. SMALL BUSINESS SEWRP - Lubbock (Height of SS Screens) Thursday, April 21, 2011 10:41 AM From: "glenn grant"<g.grant@eaglecontractingip.com> To: "Randy Smith" <randy@seguinfab.com> Cc: "Laura Stratton" <strattonla@bv.com>, "Harlan Ennis" <h.ennis@eagiecontractingip.com>, "Ronald Bray" <r.bray@eagiecontractingip.com> Randy, I misspoke in my previous e-mail. The engineer wants to look at a price for the screens to be .30 feet (3 5/8") taller than you previously quoted. Glenn Grant Eagle Contracting, L.P. 5?]bTSMYLV'YdSOti01t>YR✓.K}4W_!S3t:Y�3iStiU.4EL?YeA"S]Sitiv'��--'�-'v�P.YiY«'iY959i� i}'�y��qy�.55�ai::VA91Ys'9tnY.1:<f�'«'4�31it3tEtiE2 A'%�'Y. Imo! http://us.mc5.mail.yahoo.com/mc/showMessage?sMid=O&fid=Sent&filterBy=&.rand=163... 4/21 /2011 - S . . • - ri'- .. r. .. .l t; .. TECHNICAL DATA STANDARD WELDED COI tUMON �p IG�G6�� • wwN I!- aW1-:116fOFE ~ =PJNEIMam SCHEOf KIM swmum A = Width = e C = Re f6 Angle . to OfU�U ta3fa:'0lafaSil • a3 v; �'pT:u � ..Rlal U5. ;;iz��t � 30 0.030 0.762 0.060 1.270 0.001 0.045 13 d*' 47 O�Q�. • ' :" �'t@¢'� :0@8` +�.235 ,`�i�0A03, . ' :9Q : ��a9'"� 63 0.060 1.824 0.100 Z540 0.004 2.681 1S° '.RL' •.- ' 0:07• . •%l.803 , �0:17t °4.49Q"+" kC� .0. 0 ' ��ti0'�'��. 93 0.009 2.261 0138 3.506 0.009 8.808 13' 130 0.130 3.302 0.250 6.360 0.023 id.839 8 .a r0 i58`39'A r.;r'607p4~�' s .028 ,A4 i3 ash 191 0.198 4.953 0403 0.220 0.086 35.48d 5° 1 1 -A 7701-Wire �q lso•Grizzly Wire • r ' g A lit IN afar 44 8 q near .aoa Aw .as �C �✓ B sk+' W IV 7)V � g JM.W agave aaa to .araer ' C 30, 30' 30' 30' C ; C 10' 7' 10' 10' Grizzly -Wire [so -Wire g A W ala' +he afat Iq B 8 .04r .074' ales' Me ate S A W W 4e' Ild a!a' W Ile C' C 10' is, 15' 15' 15' H 9S+' like ke 76r I►tu' Ile4i C 6' S' 5' r S' S' S' la f�. BLACK & VEATCH building a world of difference - ENERGY WATER INFORMATION GOVERNMENT C'D MAR I & 2011 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 Subject: Dear Mr. Grant: B&V Project 140092.6100 B&V File G-1.6 March 15, 2011 Screen at anoxic zone weir In order to help prevent media from being carried over the anoxic zone weir during foaming events in the BNR basin, Eagle Is being requested to add a screen at each of the three weirs as indicated below and shown on the attached figures. The screen material shall be stainless steel and have 5 mm opening and shall meet the requirements included in specification 11230P4. The screen shall be assembled and installed at the existing weirs as indicated in the attached drawings. If Eagle believes that this is additional work, a cost proposal including all additional costs shall be submitted for review. The additional work shall be executed in accordance with the Contract Documents. Eagle Is not authorized to complete any additional work until the work is included In a signed change order. Please feel free to call me at 214/570-7076 should you have any questions. Sincerely, BLACK & VEATCH Laura A. Stratton, P.E. Engineering Manager LAS attachments cc: Mr. Zoltan Fekete, City of Lubbock, pdf copy Ms. Mary Gonzales, City of Lubbock, pdf copy Mr. Rich Houghton, B&V, pdf copy Mr. Roland Holder, PSC, pdf copy Black & Veatch Corporation • 9441 LBJ Freeway • Suite 114 • Dallas, TX 75243 USA - Telephone: 214.570.7000 Black & Veatch Corporation - Registration No. F-258 n tun) I g T A 21'-0' dmJ FULLY WELD AND POLISH BEYOND-� �-FABRICATE PRAM ALL JOINTS, TYP WITH STAINLESS ELEVATION STEEL L4x4xl/4 MEMBERS, TYP MEDIA SCREEN -w NORTH ATTACH FRAME TO WALL WITH (4) 314*0 SS. HILTI HAS RAILS Wrt — oe .— 3164.0[ CTON I O-A-'\ SE314--r if WALL WALL 1(2) {ORS ID May 17, 2011 Black & Veatch Corp. 9441 LBJ Freeway — Suite 114 Dallas, Texas 75243 Attn: Mrs. 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-87) — Repair Progressive Cavity Pump PRS-P-4111 per RFI-137 Dear Laura, Progressive Cavity Pump PRS-P-4111 was allowed to run dry which caused enough damage that the pump had to be sent back to Netzsch for repairs (see letter from Netzsch). There is no way for this pump to handle the material that clogged this pump and caused it to run dry. There was no warning that this pump was running dry. Eagle has re -installed this repaired pump and now requests the Total Lump Sum Amount of Thirteen Thousand One Hundred and Two Dollars and Ninety Six Cents ($13,102.96) to cover our work to repair this pump for the Owner. SinceriGrant Project Manager cc: File (Proposals), Lubbock — Zoltan Fekete, B&V — Rich Houghton & 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: Repair Costs for Progressive Cavity Pump PRS-P-4111 Ref, RFI-137 ACTIVITY QUANTITY UNITS SHRMNTRAM Date: May 17, 2011 Proposal: PCM-87 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR Repair Progressive Cavity Pump PRS-P-4111 Netzsch Repairs for 1 j Is i I 9,821.66 ! 9,821.66 I 0.00 PRS-P-4111 I 0.00 0.00 0.00 0.00 Eagle's Fed -Ex charge to ship Pump to 1 Is 665.06 665.06 0.00 Netzsch 0.00 0.00 0.00 0.00 Remove/Reinstall Pump 24 mhs 0.00 16.70 400.80 3men x 8hrs x 1 day 0.00 0.00 0.00 i 0.00 Small Tools - 5% Labor 1 Is 400.80 20.04 0.00 0.00 10,506.76 TOTAL LABOR 400.80 0.00 TOTAL LABOR W/O BURDEN 400.80 LABOR BURDEN/BNFTS - 52% 208.42 TOTAL LABOR 609.22 TOTAL MATERIALS 110,506.76 TOTAL SUBCONTRACTS i I 0.00 SUBTOTAL 11,115.98 INSURANCE @ 2-1/2% 277.90 SUBTOTAL 11,393.88 OH & P @ 15% i 1,709.08 TOTAL I 113,102.96 SEWRP - Lubbock REMIT TO: Hartwell Environmental Corp. 22115 Hufsmlth Kohrville Rd. Tomball, TX 77375 Eagle Contracting, L.P. P.O. Box 1600 Keller, TX 76244 Attn: Glenn Grant Invoice 4/5/2011 08-071-16 Lubbock SE WRP 3603 Guava Ave. c/o Eagle Contracting LP Lubbock, TX 79404 171-1115 Net 30 4/1/2011 Best Way Jobsite AS ram-:... k.,, Y�•T �fq� A.�, '�. E�M 1 Repair Model #NM076SY01L07K Netzsch Pump returned 9,821.66 9,821.66 by Customer due to damage by foreign objects on Pump Suction Side Replace Mercold Switches and Discharge Pressure Gauge returned by Customer due to damage to Pump s�t� V- � Total $9,8 Thank you for your business. ' iN. - �r •. 21.66 Vendor: FEDEX NATIONAL LTL 01/21/2011 44876 ruoCi[ na7F CHECK NO. FROST BANK EAGLE CONTRACTING, L.P. X 483 P.O. BOX 1600 KELLERB 8S78248 KELLER, TEXAS 76244 86494n119 (817) 379-1897 ***Six Hundred Sixty Five Dollars and Six Cents**** %Y I FEDEX NATIONAL LTL TO THE ORDER PO BOX 95001 OF LAKELAND , FL 33804-5001 u80 4 t,8 ?Gil' is I b 400009 31: Vendor FEDEX NATIONAL LTL Invoice # Invoice Date LUB100200 12/09/2010 LUB-100200 DATE CHECK NO. AMOUNT 01/21/2011 48 66 *****665.06 2t, 601,0q0 018 Check: 44876 Check date: 01/21/2011 Gross Amount Retn Amount Net Amount 665.06 0.00 665.06 Check Amount--*665.06 :-AGLE CONTRACTING, L.P. P.O. Box 1600 KELLER, TEXAS 76244 (817) 379.1897 FAX (8171) 379-0610 DATE I REQ. NO. TL . ,1 " SHIP TO ;end - copies Of 2. Order is to be entered in accordance 3. Notify us immediately if you are unable lice. with prices, delivery and spedfirations to ship as specified. shown be! JIRED SHIP VIA F.O.B. TERMS ERED -6W. RECEIVED DESCRIPTION PRICE AMOUNT p Qs Lf TO J01 Tyr .............. 1 Ste. Evr-7 , il ----Pig--- CWO C2 �2 WS Was =R T;t'� Ertl BY F-D BY (7f- 36370 Show this Purchase Order Number on all correspondence, invoices, shipping papers and packages. FecUzz (FX-NL) Corporate Headquarters LUB_100200 ® P.O. Box 95001 Lakeland, Florida 33804-5001 FREIGHT BILL NO National LTL DATE DEST P H 8 CIL PAYABLE FNL REV. NON-REC. TRAILER ECC. CODE COMM,CODE C.O.D. 120910 WCP P 1 Di 66506 X v V 1. --UT RATF CHARGES PIECES HM-- SHIPPER SHIP NBR TRFF9000 1 KID PUMP 1000 14284 142840 DISCOUNT .6000 85704- . UEL SURCHARGE FSC 1000 .1640 9370 66506 1 TL PPD . OHN YATCILLA (CONS) ATTN . UST ONE MORE JM60 . HONE # COMM . NBR: LUB-100200 COMM . SCA: DISCOUNT FXF 9000 COMM . 006551.0000 Comm . 71-36370 PO NBR . EDEX NATIONAL LTL MEETS YOUR . ASIC SHIPPING NEEDS THROUGH CONOMICAL, RELIABLE SOLUTIONS. TO BE REPAID E B RATED 10344 08.21 C 10 TM ACTUAL CLS 1000 14284 142840 70 NE INVOICE STATEMENT AND ONE EMITTANCE ADDRESS WILL BE ROVIDED FROM FEDEX FREIGHT FOR HIPMENTS TENDERED BEGINNING AN 31, 2011, FOR SIMPLIFIED ILLING. 1 .... TO INSURE PROPER CREDIT, PLEASE PLACE OUR FREIGHT BILL NUMBER ON YOUR CHECK LUB-100200 E FEDEX NATIONAL LTL M P.O. Box 95001 T Lakeland, FL 33804-5001 T O "EAGLE CONTRACTING L3603 GUAVA AVE T LUBBOCK TX 79404 O FOR PAYMENT INQUIRY CALL 1.00D-204-4544 PAY THIS AMOUNT $665..06J DUNS 005-101.5005 FEDEX NATIONAL LTL POLICY REQUIRES THAT ALL FREIGHT BILLS BE PAID WITHIN 15 DAYS PAYMENT DUE 01-01-11 s HEAGLE CONTRACTING P3603 GUAVA AVE RLUBBOCK TX 79404 C O s EXTON PUMP ,a119 PICKERING WAY SEXTON PA 19341 E (26802 Fe =National LTLr L Up— I v V � �„ Date r � Shipper's 8111 of lading If .. r FXNL COPY UNf�OR{ifl STRAIGHT BILL OF LADING 2 ,10 Drlginaf_ O 9 `7, 3 70 ER SANDNegotia SUBJECT TOTHETEFiMSANDC0NDITIDNS RIIIIIIIINI1111111111I11111111111111I OF THE UNIFORM BILL OF LADING Shipper 1f _ h pper A Questions? Call 1.8OD.274.9099 — FedEx HaiiDnal LTL Guaranteed "05� rcs/ ., .. _ CarrierSCAC Code: 0 GSAM 0 OS DAY 0 ttS EXACT TIME .. i FXNLAteL l Slipper 't n M f io 7 Z Care'W"= C,- bq Atbt. to �i nab a Phalp N Y D Aral. to { GI I C e Pn�a1e l�trr Y 1 'ware" (oD � U cAft✓�� ass tone. pl., le., G pL. BSi IS10m. Address �, Addled � � r tY v�L p+7 Stma'avidwtce 2WA astal Code � p Country S StatwProvidence PP Ct>ontry (� Aa Suxial Dmoes C3 Ullpate 01nrldePkkup 17limited Access Aar�aW Cfatrpea t7 flihts g0 indde Dalhory 0 Limped Arces Cl Custom Dowry Wirttlaw special Insauuions l l 08 z 9 2 vo+e-�►�1�0 / MlaitgAddiass Name i�:FXNLAtct. State 11Pfttal Cade Country Area Code Buono Number ity Freight charges are PREPAID unless C.D.Q. t. 'me iettere'C.O.D.' must appear in box before aortsignee's nano above. C.O.D. funds to be collected as: 0 Certified funds 0 Company Check Personal Check marked collect. S 2. CHECK BOX IF COLLECT 0 AMOUNT 3. C.O.D. fee to be paid by qlllj0 Shippttr 0 Consignee rr n Name MalirgAddretr State ZIPrPostei Country Country two Aree Uwe HloneNum�r City RECENEDstijeamiMMdudhdatmmnedrmswcaaausduatavehrmsproedoPa4MvdtvglRhwan Centel slat:}paasPpkabk wrw1smdrnus,ctmNwrbraerdrulesUatMvahaenessa6lftlsalWdrucdrfaadaeewllabEe n�tlotpalagmnaulmdmecwanrla�ouhserwd.tmpsi�Eoyeddepbety tlrahippmantapwa lathe Shippmantu awmsedindaaatsssmdvtaedarectlM"OeftM,ismatherMdnteMfeualced.►vldrnaretaseeys�ee0lobi'NesaiPpu>•�+�mdFlm+�r�Imonldsrtndroi enddrtNimsslmQn�nia mgouknta�a0dtrdnea�eatppdprRe r r s r e u r m FaC&KNational LTLa 200 SHIPPERS COPY IIIIIfIIIII��IIII�lIlI1tI�I����I�IIfQIuf�II�fIIIII� apratent �araeanaat>rowsiartnen s,y,a,a,saaau TOTAL WU: t l) et 6 t t t HM EINEBGENCY CONTACT PHDNE NUMBER 1 .�,. 0 eua ua NOTE HIWhuarinrole mod oarrids11ab"Ity, rbuadaw9onwTeodapsadsatasnlao EEIISEDNItmberorExeopdea Ph.aAx,,—j Shipp* n must sum spooikally to wtldeg IYa ernsd or declared value of IMa pnpert/ es Broter Namo FAX / I rtylupecMallyeuudtr/rleshippnmba IolSsws:'Thsaeoodordecrndvalxselt111pmP asrexcesdine PK e ' s fall lading. if this shipment is to be delivered in the mm0w, widtoul Nt„o121 WNnryiSmhetloatarlorsrduyesnthissatproestslrllh►appAoaNaeeprovlbd �6iecltq 5aclion7 of coWIlionsnf appficabia DI br coeueat w is [bsaarraet NMPD wd is eerrisre y?+erruse 4rib� Pp&�r 'rm0°A RCourso on the cotsiga>or The consignor Shall sign the tolloxrktg statemenL The carrier may decline to make delivery or Saia�n➢ uma Ilebllrytarr enpabruretiutS tlut apptnp ism tsc a ad osrt4f etegtf» requ ied nfoaotint Bshihrywmay�r,grmulpnsodtbnslrhapesioSmrxdsncevnthwnia iF)atLlODtenwnrfe urgi. his shipment without payment of freight and all other Iexdul cftergec Farsremrr■sgeitnotardahls lnNCrNxodsrwiduewal.doderodrcrsleesaAwlwprert+�datds spoukshocanedinlhaNANC.Hwaleaigansdtetiapltowagooptionietamidarmateewainv CexsionorSlpoatnn ots+onetrdsterderdrgdfeytvraegewleeppy. .. . , 1 ❑ Thu entidefa)dewlhrdsbore4WD NEW, withstrdsrdasDNny=wr"'a'USPat Pw_4 ar ptheabwentnedmeteri�sare wopanNdaui(wd,det�ribedpacicaged.marktrd.ttndlebel a are This11tocetif that pact.epetxilOOJnOparrrc+asnt.vfiklw,ernbtrer.5tipperwquenaEde+sibbr'MCoNsapandr eWSWpullouMpefpadMollnneavaasnq in proper condition for tramponalionaaadlrg►othe applicable reguiatIon; of the DapamrentOfTransp(Irtsft& �mai pffMWlgttoSt twlwtsotihwidooSWpm*,dpwpakna• Dotew Mmddwe. wWshlppor Slgoawre CI The enxi"O arbedoba"NeUSEDwgEcoNom6xEDwlmstandoMOWti wmrwya t sf fb50psrpowd Pd patieee artl0peapa 4aridentwliiehera klovrr.Sh',rpa tstNts<u 6xeseCarriej e nt In the vehicle. was ofcertifies a lenl document fietiiryCoveopeitd earunatafiSPuP Pepeda4a MroerruduimridsYaMsyfnttSED Carrier eduowiedgex receipt of ptxJcegea and rg ncy m3pDue guidebook pencyresportse9uldaD00kDrYquivalmtdavmentinlhevehiCl9. mBECDNDMUNEDattowmcwthescRwyloaaiumadawISSSgrpawpwpatiage. madeavailBMearAlwcarderkastheDoIT1 , wwVvericlesLwllhsraesissanort1"00palkidmt , . t11r NDTE►3)C m*Wfte1n4dyligX alaiaaddldexarearsorateeardwbehandlingmstawiog a0ne rambe*amsrindaedpaefnyedosmsxeenuleoaasporuaoawfbordrsarywra.SseSse. Nei e1NMFC hsat3ee. t t �y� C2C� I--.- - - r Type: SHIPPER Payment Type: PREPAID 12/15/2010 Service Days: 4 City: LUBBOCK St: TX Zip: 75404 Quote Date: 12/09/2010 Eta Date: Origin Zip: 794@4 Cust Center: LUB US Destination Zip: 19341 Cust Center: WCP Destination City: EXTON St: PA Country: US Origin City: LUBBOCK St: TX Country: --------------------------------------------------------- Shipment Details ---------------------- ----------------------------------- U/KW PKG Description Class NMFC 085 127600-00 Weight Rate Amount 1000 167.46 1674.60 1 SKID &PUMP COMM DIM(L=60,W=91,H=40,HU=1.00) COMM 126.39 CFT, PCF=7.91, WT=1000 COMM *CLASS PROVIDED BY CUSTOMERN JI'M 0 DISCOUNT 607 109.85 FSCL 010985 FUEL SURCHG LTL SHPT16.407 0.60 1004.76- LEDI 600 LESS DISCOUNT DSCA DISCOUNT FXF 9000 0006551,0000 TRFB *FXNL 50111/01/10 LD 05375 Total ------ ---------------------------------------------------------------------- 1000 779.69 C: This quote is based on inFormation you provided. The actual charges shall be determined by actual shipment characteristics and any rules per FXF 100 Series Rules TariFF applicable to the shipment at the time of the shipment. Natty TO : ATTN MS HERNANDEZ FROM : FedEx Freight 1'L/ U�/'Lulu 11 s�Ht•1 P • Z- V1 UNIFORM STRAIGHT BILL OF LADING DBID - ,I v Shipper's Hlil of Lading p Original ---Riot Negotiable Purchase Order SUBJECT TO THE TEEMS AND CONDITIONS 171-3cq3 7 C) National LTL OF THE UNIFORM BILL OF LADING Shippers Shipper# Questions? Call 1.8011.274.9099 FedEx National LTL Guaranteed PLACE P R 0 LABEL HERE CarrlerSCAC Code: 0 OS AM ❑ (IS DAY Q GS EXACT TiME rrV i / - Csrefpnea� AXNLAxL/ Shipper (� A C e Pbolte Ntmher ATM. to Area Code PhoneN �,0 Atat to GI (( r �, yrfl \ �vtn t Yf ti Ad'- Pv m bD v c- ✓�� I �r�-Address jarM-Tt—oM, Dept., Sla., Ill., Apt.. Urtj aar tore, te. ML n Address 01 Ada:t Q r n Cry i� City 51arelPtwldence DP/Postai Coda 0 Crentry S sratoptarviderta ZIP COL" AoeessoddCfe,oss t'7111toste f�ltuidafthip ailatitedAlxmc Aax�otielCkrrpea ptiltoate Olnstde0elivwy 011mhedArcecc Cf Cutmm Delivery window (P special insuaedbtrfItililffstifnattwK Ua�e "I Name1�� &mta LP/Postal a cam" Area ode hwo Number City Freight charges are PREPAID unless 1, The letters 'C.O.D." must appear in bor.- before consignee's name shove. C.O.D. funds to be collected as: O Certified Funds ❑ Company Check Q Personal Check marked coiloci. 5 2. CHECK BOX IF COLLECT Q AMOUNT 3. C.O.D. fee to be paid fry: C) Shipper ❑ Consignee all rr rz mum MallingAd�ass Name State 211,1Postai Country t entry a Arse l,,W0 Pnona Number City xec[ty®,�gro4diidudFrderominedraaaaarwatnmaunueta■rapreedopanMntmgt:ehramnrcadaaei>Hpper.ItcpprraNaotlalnts>otheramf,wnNcatbrasrdrulesehauw�eheenesuFluheltHrta �dutu+adasdra.n wthesllippet onrarNestwalappAcaNesuteardfcdsalregsleoancthepapecNdmalaad6aaitnappsrwpoodoldxmceprasasmdlmnnrinandordrlinalranennWpalagefWrrownlasaind•meiged. wbjectmal tlrocon0itfmsnm prolihltedLrtaw.tNladbraMvee herean.nidch faldraoyrapnnmcarhtamfdnammdonimraom,aaaiervr6emddivermenoaKteerri�mthelaasmde�tmsion.Evayaelveamhapdae�edharam0ashstlbo orwenert nmemtsmtelneo,irclddip➢mecafdlUetnmtnebecthaeot.matherwi>otalerencad wldrnateheetrtapleeamayWshipDe<ardaaepumlahhragfmdtdteusigrls r 1 t r r t r m TOTAL WU; NM EAIEROEtdCY COMTACTPRDCI 00 Phaa�fbippen =Nrj, NOTEIifWhneeretebadsspasrallabBfryfmlafserdeaseerasybedapeedenreaaaleEAcaptlsa curt eves specldsalty la weldeddig PadGcUm rsloa d t~a ptopertr It cinoa auledbyda l stasatexeaedlit FAXNlaiiawc'Thaeprsadsrdestandvelrsel4a pat pr?(k tier b�iPPa ""°0f° �6iecrtOSection7oicondllionanfapplicablelAgoflading.11thisshipmernistobedelhetadInMecondpnee,without tallawitg The carrier may decline to make darrary of by waited a le the amreet NMFC m tltia carialrpnnmu p 1 6a6pIW�etadsW ngtlreaKrop imebaasreicm[aritgdlsre4h edrdmrolnrt Sebcnnpeaceu illisa fi)irtt ltbierlsr NleiladN. reCOUM on the WAeignor, ,he consignor shelf sign the statement. this shipment without payment of freight and all Other IwAul charge&. pa{71aIrC0�rapaNAll1®UIINIaaddlatuldM7paiiaaCCddlaLaYAdlt�rdM Escefteavoagsu ilaNslaNEwarJdefwidueud.dadarcdardeamewlueniwiosmdmrs sporihcelraaCa>edinanNA,9CNotselxtlparadJrtorol�magonpdmtstamdnodmbeaxa+or ConeipnorSipnaWn aeameananamalaparuayopa"ewuaFM. 13 The atWeifldow%edabaveate NEW, whYew4udasbphyasnngadr25twPandPF iIto rotiafyhtuhsattheabovenamedmateriahare propetlyclassfiad,dawibad,packaged,marked,ardlabeled,a are pa aS1111atm•S111"SEUMbbcaaa„fi nmevemuain properco rvansportallpnaccordrgtotheappgcaolerepuetionsotheDepartmtofTreruponation amantS petglnolmaxedf5ppmpxrdperpadval 111"s iaryloNWaniietmead dnaca") Vow alh0pik4rassoporpaodo.facksgs• SThis Doteaktcwh1roAnumofS100.000parndden SmI !Wr 4 wra{nutcahpeaw fj TnsanirjdAusvebedsw"veUSMorpECONDMONm.wirhsaadsmu'blih1'eorengs 011003ep.ravendprpactapfors10=0pot iao;daleswt.dw+nrtokmw.shiwarowwAsEx� t inlorrmalionwds Carrieredmowiedgeareceipto(pt+ckagesardroWiredplacetdt. CarrierceitiGesemergencyreaponse DetiiryCwaag NEDAlloeINACMdtpau'dealv"I'sOfu'sO'de,alj$pef cpaHterpaciSED ryxEcpnOmoNtonodesa*ceeameacalalvsNeolvwanaasrsstxt(nardPe"is vehilia. made availeMeanNorcarder has the DOT emergency responsepuWebOokaequkalentdacvmemintftetam 1 t, Illiga ClrcltOne wh�rltevo<icleutwlthamerimmtas1a0o0RnMrldrrt NOT1EI31Canrrroditiasm9driepspecial oraddhill"care otettsatissinhandiltapotr mbeg mtwbesomarked sod packaged asinenanaaterrasaponattoavda+ordlesryearo.SaoSee. y N lla)orlr MECtm,e>— o l TO:DIANA HERNANDEZ FROM:FEDEX NA'1'10fiAL LTL 1Z/UyiZU1U 11:JLMM P. �l Quote N0.amber: -1108269562 Customer Number: PROSPECT Customer Name: EAGLE CONTRACTING Customer Type: SHIPPER Payment Type: PREPAID Address: 3603 GUAVA AVE Quote Date: 12/09/2010 Eta Date: 12/15/2010 Service Days: 4 City: LUBBOCK St: TX Zip: 79404 Origin Zip: 79404 Gust Center: LUB Destination Zip: 19341 Gust Center: WCP Origin City: LUBBOCK St: TX Country:'US Destination City: EXTON St: PA Country: US --------------------------------------------------- ------ Shipment Details --------------------------------------------------------- UAW PKG Description Class NMFC Weight Rate Amount 1 SKID &PUMP 085 127600-00 1000 167.46 1674,60 Comm DIM(L=60,W=91,HA0,HU=1.00) Comm 126.39 CFT, PCF=7.91, 1417=1000 COMM *CLASS PROVIDED BY CUSTOMER* JM60 0 DISCOUNT 607. 109.85 FSCL 010985 FUEL SURCHG LTL SHPT16.407. 0.60 1004.76- LEDI 600 LESS DISCOUNT DSCA DISCOUNT FXF 9000 0006551.0000 TRFB *FXNL 50111/01/10 LO 05375 ---------------------------------------- C:: Total 1000 779.69 This quote is based on InFormation you provided. The actual charges shall be determined by actual shipment characteristics and any rules per FXF 100 Series Rules Tar!FF applicable to the shipment at the time of the shipment. -4!� 190, -" REQUEST ROR INFORMATION PROJECT NUMBER: PROJECT. 60UTF{EAST WATE Rg(� gNIATION PLAN (MPROVEPAENTB B2128 OWNER E C iY OF LUBBOC TEXAS {y{ CONTRACTOR: a CK & VEACC C(OOPORATION BNaINBER: REFERENCE DATA: Contractor RFI No.133 Spec section: 11160 Page No. Para. Drawing No. 91— 93 & Netzsoh Pump Evaluation Report CONTRACTOR REQUESTS: ® Information 0 interpretation p Ctarlflaatlon Progressive Cavity Pump pRS-P-4111 that sucks sludge off the bottom pumpaaind built up failed he (Please refer to the attached report from Netzsch). getting sewage and scored the drive shaft and connecting rod. This build up starved the pump from g g pump rotor and stator (Ruined). I do not know how this cotton founndt twe do got knowth thatplant but It did Netzsoh recommends adding a grinder upstream of these pump ve this problem or not What do you recommend that will eliminate this cotton problem? CONTRACTOR'S PROPOSED SOLUTION: QATE: /�110/11 REQUESTED B : ENGINEER'S RESPONSE: ❑ information $1 Interpretation [I Clarification For the Items described above or In the attached material referenced: Dee attached for r onse. RESPONSE BY: Laura A Stratton /w M Luker kbv DATE:04/Q1/2011 818eat91EB91B GOAVaC k19 pleeUob FI1,e1171- Lubbock V jMP%RFVs%M137 - Callon Problem vAlh PR64P4111.doc RFI-137 Response, March 29, 2011 Dry -run protection shall be added to the five new progressing cavity pumps; P-4111, -4112, -4101, -4102, and -4103. The sensor shall be added In the field under the direct supervision of the pump manufacturer. The stator shall be fitted with a sensor sleeve and thermistor sensor. A controller shall also be provided by the pump supplier and shall be mounted In a NEMA 4 stainless steel enclosure in the pump room. The controller shall monitor the stator temperature and activate a shutdown and alarm sequence if the stator temperature reaches the adjustable limit onh# ihetcolntroher. shall beiler singleall phasie,de a manual 120 volt, 60 Hzal and remote reset function. Input Alarm indicating lights and relays as shown on the attached schematics shall be installed on each of the associated MCC buckets to indicate low pressure, high pressure, and high stator temperature. The common "Fall" signal currently routed to the RTU shall include the three alarm conditions in addition to the motor overload. Each indicating light will have an amber lens color and phenolic tag. Phenolic tags will match existing tags. Contractor shall wire the controller output to shutdown the pump on high stator temperature in all operating modes. Contractor shall wire 120 volt ac to the controller as required. Contractor shall submit a cost proposal for the requested work. .OW SUCTZ'ON 'RESS [HE IQH DL`SGHARGE RESSURE £GH STATOR 5WERATURE -F IN .ARM AR SLUDGE RTU t�--- f - ---� RTU RTU r-- - (- ,� (P - 4101 ONLY) OR SS6 O GR 1 CL 1 RTU CR2(p-4102 ONLY) stsl O � REMOTE -•RTU 5 s PRIMARY SLUDGE PUMPS P-4101 P-4102,P-4111 RFI-137 9W SUV.71 N tESGURE GSUREGHARGE 1H STATOR IPERATURE 4RM M AR REMOTE RTU ---5-i f 6 - RTU OR CR1 SS5 CR2 SLUDGE RTU (P .4112 ONL Y) PRIMARY SCUM PUMP P - 4103 (p-4112 SIMILAR) HEUSCH N EiZNCH pumps North America, LLC. page 1 of 2 pump Evaluation: Lubbock, TX Job M MAC2011053308 Machine#; USS72175 Connecting Rod: When pump was disassembled, there was a clump of material wrapped around the connecting rod near the joint by the rotor. The material was big Is slight wear on t e connect ngrod; hoenough to restrict flow of the prouct rweverough , (t will nsuctionot housing causing the pump to run dry, affect the performance. Our recommendation Is to Inspect for material around joints periodically through the Inspection ports on the pump's suction housing. We also recommend placing a grinder in to cut the long fibers which will prevent material from wrapping around the joint. front of the pumps Stu n a oxM Scored where Stuffing box is causing grooves dry on hehno drivelgn of grease, The drive shaft, Our recommendation tissto replace the packlng was over and to tichtaned. causing groo . . NETZSCH Pumps North America, LLC. METZSCH Page 2 of 2 kntnr apd $tatDC: The rotor h ooves ahrom t are the endiaof the rting lssing, and scored along the sealing otor, This is a result of a combination oif condWons,te.g. Abrasives also deep gr in sludge, run dry conditions, high discharge pressures. If you have any questions please do not hesitate to contact the following persons: Dan Bachrach 610-280-1255 John Yatc111a 610-280-1264 Fw: Lubbook SEWRP - NetZSC11 r LUILY I - -- - - ,5nL 00Y0gf4ALL BU I14ESS Monday, ]anuary 10, 2011 11;47 AM Fw; Lubbock SEWRP - Netzsch Pump Report Proms "Ron Bray- <r.bray@eaglscontractinglp. -rac "Glenn Grant"4g,grant@eagiecontractingip.com> cc "Andy 5plcher" 4aspicher@hartwellenvironmental.com>, urabisrohartwelienvironmentai. com 1 File (4311(B) pump Ev... Glenn, Icher this morning about Pump 4111 at the Primary Pump Station #2. 1 had a conversation p 4 - 6dWe ks ago and shipped It back to Netzsah for evaluation. We removed this Pump The report of that Inspection is attached, ears to be cotton. This particular pump is designated to pump The blockage In the pump causing the failure app Sludge form the well in the bottom of the C{arlfler. replacement pump and check for a similar The Hartwell tech is coming to site tomorrow and will Inspeat the build up of cotton. I have made Rich (B & V) aware of the problem and we are shutting down 4111 after lunch until Hartwell ma e the inspection, I wl{i Inform you of Uwe`s (Hartwell) findings. Regards Ron Ron Bray Project Superintendent Eagle Contracting LP 817-401 9653 On Mon, 1110111, Andy Spicher �aspicher@han%ve11enY.com� wrote: From: Andy Spicher.4aspicher@hartwellenv..a Subject: Lubbock SEWRP - Netzsch Pump Port To: "Ron Bray" cr.bray@eaglerontractinglp,com " < Iunk harlwellenv.com>, ,Uwe Rabler" curabler@hartwellenv.cam> Cc: Peter Lunk" p @ 2ltW 1 D:55 AM Date: Monday, January Rom um said the "mop -head" was so See attached per our discussion. The technician that inspected the pump entangled they had to use shears in order to out it loose from the shaft. Best Regards, Andy Spicher, P.E. http..//US,Illcs.mail,yahOO 23026 AN1Wv9EAA... 1/10/2011 " Hartwell OfficeTel; 817/446-9500rp Mobile: 617/602-9358 http://Lis,mr,5.mail.yaboo.com/me/showMessage?fid=Inbox&m'd=' 23026_AM';AIv9EAA... 1/10/2011 May 24, 2011 Black & Veatch Corp. 9441 LBJ Freeway —Suite 114 Dallas, Texas 75243 Attn: Mrs. 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-87R) — Repair Progressive Cavity Pump PRS-P-4111 per RFI-137 Dear Laura, Progressive Cavity Pump PRS-P4111 was allowed to run dry which caused enough damage that the pump had to be sent back to Netzsch for repairs (see letter from Netzsch). Please note that Hartwell invoice has been revised to remove the charges to replace the pump shaft that was damaged due to overtightning the packing. There is no way for this pump to handle the material that clogged this pump and caused it to run dry. There was no warning that this pump was running dry. Eagle has re -installed this repaired pump and now requests the Total Lump Sum Amount of Twelve Thousand and Forty Two Dollars and Eight Cents ($12,042.08) to cover our work to repair this pump for the Owner. Sincerely, Grant Project Manager P.O. Box 1600 0 Keller, Texas 76244 0 Metro (817) 379-1897 0 Metro (817) 379-0610 Fax Eagle Contracting, L.P. SEWRP - Lubbock Date: May 24, 2011 Job No. 171 Proposal: PCM-87R Work Description: Repair Costs for Progressive Cavity Pump PRS-P-4111 Ref. RFI-137 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS SUBCONTRACT $ $ Repair Progressive Cavity Pump PRS-P-4111 Netzsch Repairs for 1 Is 8,921.66 8,921.66 0.00 FRS-P-4111 0.00 0.00 0.00 0.00 Eagle's Fed -Ex charge to ship Pump to 1 Is 665.06 665.06 0.00 Netzsch 0.00 0.00 0.00 0.00 Remove/Reinstall Pump 24 mhs 0.00 16.70 400.80 3men x 8hrs x 1 day 0.00 0.00 0.00 0.00 Small Tools - 5% Labor 1 Is 400.80 20.04 0.00 0.00 9,606.76 TOTAL LABOR 400.80 0.00 TOTAL LABOR W/O BURDEN 400.80 LABOR BURDENBNFTS - 52% 208.42 TOTAL LABOR 609.22 TOTAL MATERIALS 9,606.76 TOTAL SUBCONTRACTS 0.00 SUBTOTAL 10,215.98 INSURANCE @ 2-1/2% 255.40 SUBTOTAL 10,471.38 OH & P @ 15% 1,570.71 TOTAL 12,042.08 SEWRP - Lubbock REMIT TO: Hartwell Environmental Corp. Invoice 22116 Hufsmith Kohrville Rd. Tomball, TX 77376 MIMI R'g- to UX W N M.g. ..-I NINE I N I'll ixmv n Eagle Contracting, L.P. P.O. Box 1600 Keller, TX 76244 Attn: Glenn Grant "REVISED INVOICE" Lubbock SE WRP 3603 Guava Ave. c/o Eagle Contracting LP Lubbock, TX 79404 "'14" nhm re 171-1115 Net 30 4/1/2011 Best Way Jobsite AS 64 iffir. WHOM � Fmi IWIN mil ON rAl Repair Model #NM076SY01L07K Netzsch Pump returned 9,821.66 9,821.66 by Customer due to damage by foreign objects on Pump 17'S!'uction Side Replace Mercoid Switches and Discharge Pressure Gauge returned by Customer due to damage to Pump 1 "Less Repair of Drive Shaft (Revised 5/24/11) -900.00 -900.00 Thank you for your business. Total $81,921.66 __J Vendor: FEDEX IJATIONAL LTL LL INVOICE I INV DATE DESCRIPTION I LUB100200 I 12/09/2010 I LUB-100200 VENDER NO. VENDER NAME CHECK DATE01/21/2011 CHECK NO.44876 GROSS AMOU14T ADJUSTMENTS NET �� AMOUNT 665.06 0. 665.06 TOTAL GROSS TOTAL ADJ. TOTAL NET FROST BANK 044876 EAGLE CONTRACTING, LP. BOX488 P.O. BOX 1800 KELLERTE%AS76248 DATE CHECK NO. AMOUNT '---665.06 KELLER, TEXAS 76244 4876 (817) 379-1897 ***Six Hundred Sixty Five Dollars and Six Cents` %Y FEDEX NATIONAL LTL TO THE ORDER PO BOX 95001 OF LAKELAND , FL 33804-5001 u°D4�B?Gv 1: DODD931: Vendor FEDEX NATIONAL LTL Invoice # Invoice Date LUB100200 12/09/2010 LUB-100200 24 6DL,090'au' Check: 44876 Check date: 01/21/2011 Gross Amount Retn Amount Net Amount 665.06 0.00 665.06 Check Amount *•**665.06 t�� -AGLE CONTRACTING, L.P. P.O. Box 1600 KELLER, TEXAS 76244 (317) 379.1897 FAX (5.�.') 379-3610 DATE RED. NO. tit,' SHIP TO send copies of 2. Order is to be entered in accordance S. Nobly us immediately it you are unable with prices, delivery and speciilcations to ship as specirted. ('/(- 36370 Show this Purchase Order Number on all correspondence, invoices, BY ` shipping papers and packages. ED BY Fed-&-111- National LTL C DATE DEST P 120910 1 WCPJ P PIECES HM (FXNL) CIL PAYABLE FNL REV. 66506 DESCRIPTION AND MARKS Corporate Headquarters LUB-100200 P.O. Box 95001 Lakeland, Florida 33804-5001 FREIOHTBILL NO NON-REG. TRAILER EXC. CODE COMM.CODE C.O.D. x 1 :SKID PUMP FUEL SURCHARGE 1 TL OHN YATCILLA (CONS) UST ONE MORE HONE # NBR: LUB-100200 SCA: DISCOUNT FXF 9000 006551.0000 71-36370 EDEX NATIONAL LTL MEETS YOUR ASIC SHIPPING NEEDS THROUGH CONOMICAL, RELIABLE SOLUTIONS. E1ILLING. B RATED 10344 08.21 C 10 XXX 70 NE INVOICE STATEMENT AND ONE EMITTANCE ADDRESS WILL BE ROVIDED FROM FEDEX FREIGHT FOP HIPMENTS TENDERED BEGINNING AN 31, 2011, FOR SIMPLIFIED TO INSURE PROPER CREDIT, PLEASE PLACE OUR FREIGHT BILL NUMBER ON YOUR CHECK LUB-100200 R FEDEX NATIONAL LTL M P.O. Box 95001 I Lakeland, FL 33804.5001 T O BEAGLE CONTRACTING � 3603 GUAVA AVE T LUBBOCK TX 79404 O FOR PAYMENT INQUIRY CALL 1-800-2844544 aa.+ �. KEYWORD KEYWORD CODE WEIGHT RATE CHARGES SHIPPER SHIP NBR TRFF9000 1000 14284 142840 DISCOUNT .6000 85704- FSC .1640 9370 PPD 1000 66506 ATTN ,7M 6 0 COMM COMM Comm COMM PO NBR TO BE [REPAID ACTUAL CLS 1000 1428- 142840 PAY THIS AMOUNT 665.06 DUNS 805407-5805 FEDEX NATIONAL LTL POLICY REQUIRES THAT ALL FREIGHTBILLS BE PAID WITHIN 15 DAYS nzvmr. rp nTTE 01-01-11 S IEAGLE CONTRACTING P3603 GUAVA AVE RLUBBOCK TX 79404 C O s EXTON PUMP a 119 PICKERING WAY N EXTON PA 19341 E r Fec[Natjonalm*LUB-1002000 FXNIII��IIII�IIIIIIIIIII�I�IIIIIIRIIIiIII s � �+ tJG✓cam %a tom PL, It.i n. i ms In �' �r.or..�.....tl_ UNIFORMSTRAIGHTBILL OF LADING 8m2- `7'1 Original ---Not Napotimbla Purchase Ordarl 71 3 7 V SUBJECTTOTHETERMSAND CONDITIDNS 73. 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Currier eeniGes emetgaty response inlatnaam was carder has the OUT em MaxY response 9ubetwok w equivalera document in the vah do. 1-- Payment Type: PREPAID Address: 3603 GUHVH Hvt St: TX Zip: 79404 Customer Type: SHIPPER Cit LUBBOCK Quote Date: 12/09/2010 Eta Date: 12/15/2010 Service Days: 4 Y 7940q Cust Center: LUB Destination Zip: 19341 Cust Center: WCP Origin Zip: Destination City: EXTON St: PA Country: US Origin City: LUBBOCK St: TX Country: US -------------- --------------------------------- Shipment Details ----------------- ------------ -------------- NMFC ht ate mount 11tal -PKG Description C08 s 127600-WA WeIGIN 167.46 1674.60 I. SKID &PUMP COMM DIM(L=60,W=91,H=40,HU=1.00) COMM 126.39 CFT, PCF=7.91, WT=1000 COMM *CLASS PROVIDED BY CUSTOMERX JM60 0 DISCOUNT 607, FSCL 010985 FUEL SURCHG LTL SHPT16.407 0.60 LEDI 600 LESS DISCOUNT DSCR DISCOUNT 50 li/0t9000 0006551,0000 _ TRFB ------T ---------------------------- 1000 Total ll be rules9pereFXF i00eSeries Rulesasd on tion you Tariff appI!cable tohthectual shiipmentratstheatime ore themined by i shipment. lout 109.85 1004.76- shipment characteristics and any -dE TO:ATTN MS HERNANDEZ FROM:FedEx Freight 1'L/ Uy/'LULU 11 : ,��H!•l � . � vl •' Iffm National LTL PLACE PRO LABEL HERE 6:. R, UNIFORM STRAIGHT 13ILL OF LADING ueae2� �� � w,rr•F, original ---Blot Negotieblo Purchase Orden!''' SUSJECTTOTHETERMS AND CDNDMONS OF THE UNIFORM HILL OF LADING Shipp re Questions? CSH 1.800.274.9099 FadEx PoaUoae! L7L Guerar Carrier SCAC Cade: 1013SAAM [I GS DAY E t t I / to -7 Z It:ondgnae - itorleNpptbyr.tn_ _ AMID ',• Lee,. .2 r i OS 0 di4aur.�.vamv�■ra�.wW,�...••••.�•—•------ - — orx,,4stmedad,aw, rand Iranrermacdmdr6mM raaannd t�l�a,mtrmaodarar4ad. mrcgM ..�,veeml$oorfamodhwwmdershall6asu6jectmaldlncondilimanatpmlibhadWlmxire+itatpi®md TOTAL WU: t . r . r 'I t 1 — r - — '1 0 0 HM EMERGENCY WNT'ACTPRONE NOMm I "'u � ,. t HrrA teal; EFLSED Nmaber orElrcepdan Ph. a NOTEttlWno+athy10191"armdeliebonyt#rbur«dawciamdVbodepad entoerdaa sMippan mart data opaollin io ertin➢ t4■ "md m dal+rted aba of tlto a Iclivwr:'ih■apmadord■°lommllvalwdtkepmpwttlaHbothallrwtodtydw 1pp■rmM FA1t8 t_J erokarNaroo t rtateaendlae --Pu ahallb■a BaeNsaapm+rM1ted Harelir@4w1Athectlanlorlommdoraep■onthhrSiPMot PP t . the f Ivv statarnmLThecardetmaydecinetomakodde&va+Yof rs�a „cease by matmd ar In the evrN■I NMW ■rt6'sa,arri■le ponmroo V � am� artfiryrnwrapabr�nRnao16D 16°bocnigww# 4.md1 arl IXth cmig�tac�o aMq�e the spa[ at Irelghl and all other lawltd ct QQS. th166h(praeld Payment rray7iNwwrapowillrmultmar�didoo+{�apesmeconl�acertlhrartlwriXNltODrwtermlocvhd. Erwtt»rt�9eicratar��blalaNHN�tHan�sa¢d dcWedaralamewMnaa >datva CoadpnorSlpoahrr0 pm'pca►ywd'nodinlhoNMfC.tlatseloctYpaieddnipgloovoagooPtontswntlaodtobeawei�a M paIEAMfSIMwda2liMymrmaRewllnpp�' atts pm P-4 Pa try, pttcleNldprc,thedatwr.meNflY.wbSatreudDebtlM �thbr�a9§h� `"b N°� t°4" ' • • , , ihiaialocertitytfialtheahwenamedrnatarialsarepropelydaar�ified.detaibed.Padca9ed.markedardlabelad,ardare ewmding io the appDcade regulations of the 0apamtent of Transporle itol� pseaceastoo tbDr i �•"a' atnoeaaaaafl PO1"dar�`�r aeomaMt__�-- I001roecamSSaPwP�wsmpaPl in pmper condllion fortrdle &wlon Dau tnt■r'aN+6aitrlu NEW m;d■a■,xe■dewacaal wlwdtl.■vtkW■aSSePar laacrnd�arpotaoumofS100.0Nper lnddun Shipper8lpaahoo veheerb UThs�t,rr ae�atpodeoo+eaeg9�oraECONDMON®.whhm+aaardli■6lliryeore+ePe pp°`ttltpoapalnea�wwt'm�w'lownQ.ahlwarow�++ D 1 Colderedutov�lgesrer�iPtofPeekaDa sandrequiredptomds.CamareertifesemergencyratWcuinlamarionwas docvmanl in the vehGle. wm50t>apowdpatpad Lied irylbarapeintaaa CIS5 p°°tilala�'Ir a'm "t am"re tbbbyltrtlaEO atadacs�eoa teeaawlwtw of uw rrosa a 5arpwm PHF��, �� )We �ar carder has the DOT ernsrOwxY a guldeboak m Mtimleal t t ernECONOrrioem vAridhevalc Iaciweh amealaum otS1fl00orai YrudurL r ' r HOTEIS)ComnadnlasregdrlsOspeelaloraddltioa+learrorstmatloaimhandllnpmstwwwO ordlAcrycam.8mes". CirdeOne rawbo so marked mad packaged as toonmr- ulormsPOnWed y N i Lot wN MSC 1b-3®. TO:DIANA HERNANDEZ FROM:FEDEX NAU'1UnAL. Custom: Name/ EAGLE CONTRACTING .�LMM P. Quote �haNber: 11082695G2 Customer Number: PROSPECT Addresse 3603 GUAVA AVE Customer Type: SHIPPER, Payment Type: PREPAID St: TX Zip:79404 Quote Date: 12/09/2010 Eta Date: 12/15/2010 Service Days: 4 City: LUBBOCKUBBOC Origin Zip: 79404* Cust Center: LUB Destination Zip: 1EXT Cust Center: PCP St: TX Country 'US Destination City: XTON St: PR Country: US country :'US City: LUBBOCK - Shipment Details ----------------- U/KW PI(G Description Class NPFC 085 127600-00 Weight Rate 1000 167.46 1 SKID 8PUMP COMM DIM(L=60,W=91,H=40,HU=1.00) Comm g COMM0 IDED BYCUSTOMER*0 *CLASS PROVIDED JMGO 0 DISCOUNT 607 FSCL 019985 FUEL SURCHG LTL SHPT16.407 0,60 LEDI 600 LESS DISCOUNT DSCR DISCOUNT FXF 8000 0006551,0000 TRFB NFXNL 50111/01/10 LD 05375 -------------------- ------------ - --- - --------------------- 1000 o Total This uotll tohthe sh1pmenttual ratstheatImeeOFethemsh1pment. ined by E rulesppereFXF 1100eSer1es,Rulastiop TariFFuapplicable Amount 1674.60 109.85 1004.76- shipment characteristics and any pRoJHcr: OWNM CONTRACTOR: 8N131NBR R traNor RFI No.137 Spec Seotion: 11160 Page No. Para CE DATA" Cantsct o 91 - 93 & Netzsc Drawing N h Pump Evaluatlon Report— -I /► \� " 4- 1 REQUEST jvOR INFORUA71ON PP OJMcT NUMBBR: 92128 171 — ❑ interpretation ❑ Clariffcatfon CONTRACTOR REQUESTS: information o Clarifler� has failed p-41 11 that sucks Cotton somehow gotto this pump and built up on the Progressive ��� attached sport from Netzsch) sludge off the bottom f Primary (Please rater sewage and scored the drive shaft and connecting rod. This buildup starved o e pump from getting s but Vs a not know h that will solve Lump rotor and stator (Rulned). I do not know f the a pump and ltAs way through the pit Will but It did. pump recommends adding a grinder p problem? this problem or not What do you recommend that will eliminate this cotton CD TN RACTOft'S PROPOSBD SC)LLMON: DATE; 1 /i 0/11 REQUESTED Interpretation ENCINE6P'S RESPDNSE: ❑ information For the ItemC�a r�" above o Ise a attached material referenced: See atta RESPONSE BY: Laura A Stratton D9. M. Lu er kbv 8:18endLeD1� ConlrrKllnD ppeallob fllaall7l . LLOWGII1,WrPXRFl91RRl37. Dolton Ptobmm wllh pR&P•4111.d•c ❑ Clarification DATE: D4/07./2011 RF=I-137 Response, March 29, 2011 Dry -run protection shall be added to the five new progressing cavity pumps; r the d , 4112, -4101, -4102, and .4103 ct he sensor shall be added in the field under the direct supervision of the pump manufacturer, The stator shall be fitted with suers ller and shall be mounted In a NEMA 4 stainless ieer ii also be provided by thsleeve and thermistor sens e pump pp steel enclosure in the pump room. The controller shall monitor the stator tempera and activate a shutdown t d alarm , The creaches3euence if the stator temperature controller shall include a manual local and remote adjustable limit on the con z. reset function. Input to the controller shall be single phase, 12a volt, so Alarm indicating lights and relays as shown on the attached schematics shall be installed on each of stator temperature. The commonC buckets to "dicate low Fall" signal currently routed to the pressure, and high RTU shall include the three alarm conditions in addition to the motor oveenolic tagswill Each indicating light will have an amber lens color and phenolic tag, Ph match existing tags. the pump on high stator Contractor shall wire the controller output to shutdown temperature In all operating modes. Contractor shall wire 120 volt ac to the controller as required. Contractor shall submit a cost proposal for the requested work, .oW SUCTZON 'RESSU E fTQH Di'SOHARBE 'RESSURE TOH STA70R EMPERATUA FF 'lN _ARrY1 AR �_ r---- RTU RTU &-- 3 SLUDGE�"� (P A 101 ONLY1 CR CR1 SS6 CL i RTU CR2 �'"� 2 (P-4102 ONLY') So 0 REMOTE E...._ � � •RTU PRIMARY SLUDGE PUMPS p_a�0� P-��02,P-��7� RFI -13 7 )W SUCTION YES&URE sm D rGCHA'Rl3E 3H SUTOR WPERATURE 973 ARM M AR REMOTE ----�{�--- RTU OR RTU L —5 f-6--�RTU CR1 SS5 SLUOQE RTU 4��(P-4112 ONLY) Plo, T MARY SCUM PUMP P - 4103 (P-4�12 =I: I LAR -137 No Text NETZSCH pumps Borth America, LLC. NETZSCH page 2 of 2 k ni eY 8 The rotor has the chrome plating a Is B� Id scoreds Is rsuit of a combination oif conditions, e.g. Abrasives also deep grooves at the and — ..{— nm riry rendlti0ns, high discharge pressures. If you have any questions please do not hesitate to contect the following persons; Dan Bachrach 610-280-1255 John yetailla 610-28D-1264 Fw. Lubbock SEWRP - Netzsoti ruuLy l��rv• ' -----' Monday, 7anuary 10, 2011 11.-47 AM Pws Lubbock 561NRP - Netzsch Pump oenport pram" "Ron Bray° 4r.bray@ea01econtractln4lP Tm "Glenn Grant" eg,grant@eaglecontractinglP•com> cher" <aspi har@hartwelionvlronmenlal,CDM>, Cci "AndV SPl urabler@hartwellenvlronmental.com 1 Flle (431103) Glenn, Icher this morning about Pump 41 1 at the Primary Pump Station #2. 1 had a canversatlan with As Weet s ago and shipped It book to Netz8oh for evaluaf on. The removed of that nspectlon is attached. articular pump is designated to Pump The rap ears to be cotton. This p The blockage In the pump causing the failure appears Sludge form the well In the bottom of the Clarlfler, lacement pump and check for a similar The Hartwell tech Is coming to site tomorrow and will inspect the repdown nt after lunch until Hartwell make build up of cotton. Vj aware eT th I have made Rich (B & e problem and we are shu ng the inspeatlon, I will Inform you of Uwe`s (Hartwell) findings. Regards Ron Ron Bray Project Superintendent Eagle Contracting LP 817-401 9653 _.. On Man,1110111, Andy Spicher 46spicher@hariweflenV.corr+> wrote: From: Andy Spicher <ssploher@har wellen ,c ark Subjsct: Lubbock SEWRP - Netzsch Pump p> To; "Ron Bray', <r.braY@eagier-ontracUnglPlc*mRabler" <urabler@hartwelienv.com> Cc: "Peter Lunk" <pfunk@hartwellenv,corn Date; Monday, January 10, 2011, 10:55 AM Ron' ected the pump said the "mop -head" was so See attached per our discussion. The technician that entangled they had to use shears In order to cut it looseeffrom the shaft. Best Regards, Andy Spicher, P.E. me/showMessagc?fid=lnb"&mid=1 _23026—ANI Wv9EAA... 1 /10/2011 http:/lus.inc5.mail.ye.hoo.com/ .V,W: LUVUUt,D %u, r. Hartwell Environmental Corp. Office Tel: 817/446-9500 Mobile, 817/602-9356 mail. �hoo.com/me/showMess$ge?fid=lnbox&nlid-1 23026_AN1V.lv9EAA••• 1/10/2011 htLp://us.rncS. Y May 25, 2010 Black & Veatch Corp. 9441 LBJ Freeway —Suite 114 Dallas, Texas 75243 Attn: Mrs. 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 Contractors Modification Request (CMR-19) — Leave portion of East Wall & North Wall of Plant 4 existing Filter Complex and Delete the temporary Shoring Dear Laura: Eagle Contracting, L.P. proposes to leave a portion of the east and north walls and slabs at the existing Plant 4 Filter Complex in place (demolished to four feet below grade). The east wall of the existing Filter Complex is 4'-00" from the new MCC Room of Plant 4's UV structure. This MCC Room's slab is on grade. There is lightning protection buried between the filter complex & UV structure. There is a 12" PW Line (per RFI-49) buried between the two structures. There is no way that we could shore between this 4'-00" space without damaging the MCC Room, the buried Lightning Protection and 12" PW. There also is a NPW line in the way of any shoring for the north wall. This existing concrete wall will serve as our shoring so this credit also includes deletion of the shoring we had in the base bid. We Own the Shoring materials out right so we cannot credit back any rent. Secondly we propose to install permanent Blind Flanges on the 16" Flanged Stub Outs on the bottom slab of the existing Filter to close off the 42" Filter Effluent line. By blind flanging at these 16" Flanged Nozzles we would not need to cap the 42" Temporary UV Influent shown in Plan View A on Drawing CY8. Eagle's credit offer is Thirty Two Thousand Six Hundred and Seventy -One Dollars and Ninety -Seven Cents ($32,671.97). _3i cerel , G enn Grant Eagle Contracting, L.P. cc: File (Proposals) & Field P.O. Box 1600 0 Keller, Texas 76244 0 Metro (817) 379-1897 0 Metro (817) 379-0610 Fax Eagle Contracting, L.P. SEWRP - Lubbock Date: May 25, 2011 Job No. 171 Proposal: CMR-19 Work Description: Credit to leave part on Filter 4 in place to protect UV4 MCC Room Ref. MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS SUBCONTRACT $ $ Demo Flier 4 Eagle's Credit for Demo of Filter 4 1 is (13,753.00) (13,753.001 0.00 (Subcontractors Value = $47,800.00 0.00 0.00 complete Demolition of Filter & Eagle's 0.00 0.00 costs for demoliton per this Proposal 0.00 0.00 $34,047.00) ; 0.00 0.00 Delete Shoring Labor for North & East -480 ! mhs i 0.00 i 0.00 , 16.70 0.00 (8,016.00 Walls (5menx8hrsx12days) 0.00 0.00 0.00 0.00 Delete Drilling for H-Piles (shoring cols) 1 Is (2,500.00) (2,500.00) 0.00 0.00 0.00 Delete installation of 42" Plug of 0.00 0.00 0.00 0.00 0.00 0.00 Filter Effluent & install 4ea. 16" Blind Flanges on Filter Effluent on bottom of Filter 4 ! 0.00 0.00 0.00 0.00 Delete Shoring, Exc., 42" Plug & Bkfl -96 mhs 0.00 16.70 (1,603.20 (3menx8hrsx4days) 0.00 0.00 Note: (We have already purchsed the 0.00 0.00 t2" Plug so we will hand it over to Owner) 0.00 0.00 0.00 0.00 Delete Drilling for H-Piles (shoring col's) 1 Is I (600.00 (600.00) 0.00 + 0.00 0.00 Purchase 16" Blind Flanges w/N,B&G's 4 ' ea 350.001 1,400.00 0.00 I ' 0.00 0.00 Install Blind flanges 8 mhs 0.00 16.70 133.60 0.00 0.00 480 Hoe 0.33 mo (4,500.00) (1,485.00 0.00 Fuel, Oil & Gas (30% of Rent) 1 Is (1,485.00) (445.50 0.00 0.00 0.00 Small Tools - 5% of labor (42" Plug) (1,469.60 (73.48 0.00 0.00 0.00 0.00 (17,456.98 TOTAL LABOR (9,485.60 0.00 TOTAL LABOR W/O BURDEN (9,485.60 ABOR BURDEN/BNFTS - 52% ' 4,932.51 TOTAL LABOR ' II (14,418.11) TOTAL MATERIALS (17,456.98 TOTAL SUBCONTRACTS ! I 0.00 SUBTOTAL ( 875.09 (21/2%) I 796.88 TOTAL I 1.9NSURANCE (32 SEWRP - Lubbock I 11 II II 1 II I n z II 11 r Iw' it II II II II II II 1 11 l II 11 11 ------- I - II II II II 1 � 11 tl a. alto.m nT aanl w Fi 6.a1 ia. F-] -§LEERY tMTTI o''' ® � Y I I II it 11 11 II II 11 11 11 I II w d FIL.7ER � II II I; it 1 I 11 1' e II 11 L I 1 l i +I` 11 11 II II I NO• 1 1 1' ill I (` q ry .I , ,/ 41 VVV "4/ �Yl ` 11 II i r r li II 3Z� it 11 F ILT Ir 11 i AAA wr+Ftls II �I 1 I V Y NO. 4 same location, do not cap or salvage m the 16-inch lines . xla.n I t I`I.Iia r w►ailo�rtniiaw ------------------------- - I r-------------------------] -J S ikot ' 1 .l r... A ................. 1 rl� ..... .......... - ......... F-S ............. .......... ..� *. 1.............................. ............. .......... ------------ lamsa a-- -- 1 r I - --- .oRi 'Il�ca - II In nr OD CGIIa. M (_lIypp� drt wt� ORMlprf M-1 I _ 7,_____ p ` TllOir S'MO t11� 1 n. r - i 11 II 11 II II II II II II 11 11 FILTER M0 o}'aoulas rnlw .a lal. �pLLT��tl��l�� IwIop 1 I Z' rKlDfllf6 M.M M ' 11 II fF 1 I I I �• �I TIwCE 111� ITT Ogw_1MIf r I 1 I r, /pl lyTtTHI� trlUCilM�Lrs 11 II Tr'R+SSFoRwe� p RD5 I' 11 Al N0. 3 1 111 11 Ir 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.s P.O. Box 1600 Keller, TX 76244 Subject: Dear Mr. Grant: B&V Project 140092.6100 B&V File G-1.9 June 15, 2011 CMR-19, Existing Filter Demolition It is our understanding that Eagle is requesting to leave a portion of the north and east walls and a portion of the slab of the existing filters in place in lieu of installing the shoring system. The Contractor is responsible for protecting existing structures during construction activities. If a portion of the existing filter basin is to be used in lieu of shoring, it is Eagle's responsibility to have an evaluation made by a qualified person to determine the suitability of using the filter wall as shoring and the extent of the facility that will need to remain in place. Drawings on the existing structure are available for Eagle's use. If any damage occurs to the existing facilities as a result of the construction activities, Eagle would be liable for any corrective action to remedy the damage. The condition of the existing MCC Room should be carefully documented throughout the construction so that before and after conditions can be evaluated if damage does occur. The filter wall and the MCC room should be monitored for signs of any movement during demolition. A sequence of construction should also be submitted indicating the sequence of demolition and backfill. Additionally, the extent of the shoring to remain in place shall be documented on the "As Constructed" drawings. The following comments apply to the submitted cost proposal, CMR-19. 1. Provide a complete cost breakdown supporting Eagle's cost for the filter demolition. There was not a cost breakdown provided. 2. Provide an indication on how shoring labor was determined. Is labor determined per square feet or linear feet of shoring installed? Provide information on the amount of shoring removed from the project for the washwater detention basin in PCM-39 and for the shoring removed from the project for the chlorine contact basin demolition in PCM-75 so that this can be compared against the amount of shoring removed from the project for the filter basin demolition. The 480 manhours do not seem to fall in line with the manhours used at the other two locations. 3. The 42-inch plug on the Plant 4 LIV influent line cannot be deleted from the project. This plug should be installed as provided for in the Contract Documents. 4. The 42-inch pipe shall be cut in the same location as the north -south cut in the foundation, to the east of the 16-inch lines. See CMR figure. Do not cap or salvage the 16-inch lines. Black & Veatch Corporation • 9441 LBJ Freeway - Suite 114 • Dallas, TX 75243 USA • Telephone: 214.570.7000 Black & Veatch Corporation - Registration No. F-258 Eagle Contracting, L.P.s Mr. Glenn Grant Page 2 B&V Project 140092.6100 June 15, 2011 Please feel free to call me at 214/570-7076 should you have any questions. Sincerely, BLACK & VEATCHH Q� Laura A. Stratton, P.E. Engineering Manager attachment cc: Mr. Zoltan Fekete, City of Lubbock, pdf copy Ms. Mary Gonzales, City of Lubbock, pdf copy Mr. Roland Holder, Parkhill, Smith, & Cooper, pdf copy Mr. Rich Houghton, Black & Veatch, pdf copy May 25, 2010 Black & Veatch Corp. 9441 LBJ Freeway — Suite 114 Dallas, Texas 75243 Attn: Mrs. 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 Contractors Modification Request (CMR-19) — Leave portion of East Wall & North Wall of Plant 4 existing Filter Complex and Delete the temporary Shoring Dear Laura: Eagle Contracting, L.P. proposes to leave a portion of the east and north wails and slabs at the existing Plant 4 Filter Complex in place (demolished to four feet below grade). The east wall of the existing Filter Complex is 4'-00" from the new MCC Room of Plant 4's UV structure. This MCC Room's slab is on grade. There is lightning protection buried between the filter complex & UV structure. There is a 12" PW Line (per RFI-49) buried between the two structures. There is no way that we could shore between this 4'-00" space without damaging the MCC Room, the buried Lightning Protection and 12" PW. There also is a NPW line in the way of any shoring for the north wall. This existing concrete wail will serve as our shoring so this credit also includes deletion of the shoring we had in the base bid. We Own the Shoring materials out right so we cannot credit back any rent. Secondly we propose to install permanent Blind Flanges on the 16" Flanged Stub Outs on the bottom slab of the existing Filter to close off the 42" Filter Effluent line. By blind flanging at these 16" Flanged Nozzles we would not need to cap the 42" Temporary UV Influent shown in Plan View A on Drawing CY8. Eagle's credit offer is Thirty Two Thousand Six Hundred and Seventy -One Dollars and Ninety -Seven Cents ($32,671.97). erel , G enn Grant Eagle Contracting, L.P. 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: Credit to leave part on Filter 4 in place to protect UV4 MCC Room Ref. Date: May 25, 2011 Proposal: CMR-19 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS SUBCONTRACT $ $ Demo Filter 4 1 1 1 1 Eagle's Credit for Demo of Filter 4 1 Is (13,753.00 (13,753.001 0.00 (Subcontractors Value = $47,800.00 0.00 0.00 complete Demolition of Filter & Eagle's 0.00 0.00 costs for demoliton per this Proposal 0.00 0.00 _ $34,047.00) ; , 0.00 0.00 Delete Shoring Labor for North & East 1 -480 j mhs i 0.00 j 0.00 , 16.70 0.00 (8,016.00 Walls (5menx8hrsx12days) 0.00 0.00 0.00 0.00 Delete Drilling for H-Piles (shoring cols) 1 Is (2,500.00) (2,500.00) 0.00 0.00 0.00 Delete installation of 42" Plug of 0.00 0.00 0.00 0.00 0.00 0.00 Filter Effluent & install 4ea. 16" Blind Flanges on Filter Effluent on bottom of Filter 4 i 0.00 0.00 0.00 0.00 Delete Shoring, Exc., 42" Plug & Bkfl -96 mhs 0.00 16.70 (1,603.20 (3menx8hrsx4days) 0.00 0.00 Note: (We have already purchsed the 0.00 0.00 12" Plug so we will hand it over to Owner) 0.00 0.00 0.00 0.00 Delete Drilling for H-Piles (shoring col's) 1 is I (600.00)1 (600.00 0.00 0.00 0.00 Purchase 16" Blind Flanges w/N,B&G's 4 ' ea 350.001 1,400.00 0.00 f 0.00 0.00 Install Blind flanges 8 mhs 0.00 16.70 133.60 0.00 0.00 480 Hoe 0.33 mo (4,500.00) (1,4".00 0.00 Fuel, Oil & Gas (30% of Rent) 1 Is (1,485.00 (445.50 0.00 0.00 0.00 Small Tools - 5% of labor (42" Plug) (1,469.60 (73.48) 0.00 0.00 I 0.00 0.00 (17,456.98 TOTAL LABOR (9,485.60 0.00 TOTAL LABOR W/O BURDEN (9,485.60 ABOR BURDEN/BNFTS - 52% i 4,932.51 TOTAL LABOR (14,418.11 TOTAL MATERIALS ` (17,456.98 TOTAL SUBCONTRACTS ! I ! 0.00 SUBTOTAL j I (31,875.09 NSURANCE (2 1/2%) I I (796.88 TOTAL (32,671.97 SEWRP - Lubbock Crwd �1,?MD wftll5 1 F FIR NIM! nr 0q f �A+sSroRc� p RDS It If June 16, 2011 Black & Veatch Corp. 9441 LBJ Freeway — Suite 114 Dallas, Texas 75243 Attn: Mrs. 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 Contractors Modification Request (CMR-19R) —Leave portion of East Wall & North Wall of Plant 4 existing Filter Complex and Delete the temporary Shoring Dear Laura: Eagle Contracting, L.P. proposes to leave a portion of the east and north walls and slabs at the existing Plant 4 Filter Complex in place (demolished to four feet below grade). The east wall of the existing Filter Complex is 4'-00" from the new MCC Room of Plant 4's UV structure. This MCC Room's slab is on grade. There is lightning protection buried between the filter complex & UV structure. There is a 12" PW Line (per RFI-49) buried between the two structures. There is no way that we could shore between this 4'-00" space without damaging the MCC Room, the buried Lightning Protection and 12" PW. There also is a NPW line in the way of any shoring for the north wall. This existing concrete wall will serve as our shoring so this credit also includes deletion of the shoring we had in the base bid. We Own the Shoring materials out right so we cannot credit back any rent. Eagle's credit offer is Thirty Thousand Seven Hundred and Nine Dollars and Thirty -Seven Cents ($30,709.37). Sincerely e rant Eagle Contracting, L.P. 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: Credit to leave part on Filter 4 in place to protect UV4 MCC Room Ref. MATERIAL UNIT PRICE ACTIVITY QUANTITY UNITS SUBCONTRACT $ Date: June 16, 2011 Proposal: CMR-19R TOTAL LABOR TOTAL MATERIAL UNIT PRICE LABOR $ Demo Filter 4 1 I Eagle's Credit for Demo of Filter 4 1 Is i (13,753.00) (13,753.00 0.00 (Subcontractors Value = $47,800.00 0.00 0.00 complete Demolition of Filter & Eagle's I 0.00 0.00 costs for demoliton per this Proposal 0.00 0.00 _ $34,047.00) i 0.00 0.00 0.00 0.00 Delete Shoring Labor for North & East ( -540 mhs 0.00 16.70 (9,018.00 Walls (5menx8hrsx13.5days) 0.00 0.00 0.00 0.00 Delete Drilling for N-Piles (shoring col's) 1 Is (2,500.001,(2,500.00) 0.00 0.00 0.00 0.00 (16,253.00 TOTAL LABOR (9,018.00 0.00 TOTAL LABOR W/O BURDEN (9,018,00 LABOR BURDEN/BNFTS - 52% 4,689.36 TOTAL LABOR (13,707.36 TOTAL MATERIALS (16,253.00 TOTAL SUBCONTRACTS I i 0.00 SUBTOTAL I (29,960.36 INSURANCE (21/2%) i I (749.01' TOTAL I ; I (30,709.37 SEWRP - Lubbock Eagle Contracting, L.P. SEWRP - Lubbock Job No. 171 Work Description: Eagle's Costs to demo Filter 4 Ref. ACTIVITY 01 IANTITY IIMTS RI IRCANTRACT Date: May 24, 2011 Proposal: Demo Filter 4 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR Q Q Demo Filter 4 i Eagle's Labor (6men x 8hrs x 15days) I 720 mhs 0.00 16.70 12,024.00 Haul Off Concrete Rubble (700 cys) 1400 tys 5.00 7,000.00 0.00 0.00 0.00 P.E.'s approval of using conc.walls as ? 1 Is 500.00 500.00 0.00 shoring 0.00 0.00 0.00 0.00 480 Hoe 1 I mo ( 4,500.00 ; 4,500.00 0.00 Hoe w/Hammer 0.33 mo 3,500.00 1,155.00 0.00 Fuel, Oil & Gas 1 Is 5,655.00 1,413.75 0.00 0.00 0.00 Small Tools -10% Labor 1 Is I 12,024.00 1,202.40 0.00 115,771.15 0.00 TOTAL LABOR 12,024.00 0.00 TOTAL LABOR W/0 BURDEN 12,024.00 LABOR BURDEN/BNFTS - 52% 6,252.48 TOTAL LABOR 18,276.48 TOTAL MATERIALS 15,771.15 TOTAL SUBCONTRACTS 34,047.63 SUBTOTAL ( j LAX'11 F� ► 1-,e 1V� �L ,,O�lls o SEWRP - Lubbock — r - My-01-2009 10:57 From: To:8173790610 P.1112 MAY L. i& .Joan Nabors, Inc. DEMOEITTON& EXCAVA7YON .2802 N..HW 175, S.MGd VILLf T 75159 TEL. 97,2 287 2287 FiIX (97,2) 287-4.Ibi� ) ) X3-45'°='. _.. _ ... - --Proposal N(Y 09*54 --- - . - - -- _ --- — Eagle•Cunfraeting 607-8. Pearson Keller, TX 76248 Atfention:'Dave Malilenix May 7, 2009 Ph: 8.17--3791897 Fax: 181-1-379-06.10 We hereby propose to furnish all-niatedals, equipmentandlabor to accomplish -the demolition at Lubboc.lc Wastewater Treatment Plant„Lubboek, TX as follows: Batye: -• 1'�7llal�tli'xallot� $�,4p0 04 _ 1. Demolish Intermediate Lift Station. $29,200.00 2. DemolishDistribution Box. $13,500.00 :3, Goad,-transpoM & legally dispose of resultant debris. ?"d Mbbilizatlon $if,000.00 1. T)emoiish Giorinc contact Station. $21,000.0Q t 3"' llobiltzafIon 6t000.00 3asin&-ControlB(0.007. DemolishFrle � "PO � For the consideration ofJ151300.00 gE&tdin9•sales/use 11M. S`athject to the folio► airs conditlonst 1. All salvage -not designated otherwise shall become -the property of 13illyL. Nabors, Inc. . This dommont shall become a part of any T3sultani cUnlTtict. 3, Should general contractor furnish a sales tax t xemption crrtifimite to Nabors, Inc., sales tax shall not be added. 4. Provide 3(three) mobilizations. 5. Add $44,000,00-f r backfill with oomruoll rill dirt, suppli�:d by Eagle Contracting. Tirefollowing items are speclfiealty ercludedftotn this proposal: 1. Asbcsios survay; TDH 1'eos; SWPP; Freon evacuation. 2. Handling ofpeiroleum / other FPA regulated materials / tiviks / containers. 3. Temporary I'enoes / tree protection /bai ricades / walkways. 4. Utility protection / continuity / disconnecting / capping / rerouting,. 5, performtince / payment bond. 6. Shoring/ bracing of portion of structure scheduled to remain if applicable. Page 1 o; 2 EAGLE CONTRACTING, L.P. i I UNIT PRICE LABOR i 1 MATERIAL i 14) EXCAVATION/BACKFILL (4) i Qty i Unit: L M COST CODE i LABOR I COST CODE! MATERIAL i TOTAL 1 I I I {�z� c ��--11•�c..abo `� � b � e�,�-;,..� s I,,.P ���� • �'`�b"` �cM_�SI� �,�. i � 0 0 6 EXISTING EFFLUENT FILTERS , H02-072-1- 0 a60 0 0 SHORE NORTH SIDE OF FILTERS (BO'x20') 200 SF 5.00E20.00 0 02-07-M 24,000 30,000 EXCAVATE EXTERIOR 3,001 BCY 0.50 0.00 02-52-L 1,501 0 1,501 BACKFILL WITH ONSITE MATERIAL 6,000 CY 2.00 0.00 02.62-L 12,000 01 12,000 HAUL ADD'L FROM STOCKPILE (1.3 x Swell) 3,8991 TY 0.50 2.50 02-62-L 1,950 02-22-M 9,748 11,697 REMOVE SHORING 2p0 SF 2.50 0.00 02-072-1- 3,000 0 3.000 0 0 EXISTING CHLORINE CONTACT STATION 0 0 0 SHORE NORTH &WEST SIDE OF CONTACT 2,000 SF 5.00 20.00 02.073-L 0,0 02-07-M 40,000 50,000 EXCAVATE EXTERIOR 1,778 BCY 0.50 0.00 02-53-L 889 0 889 BACKFILL WITH ONSITE MATERIAL 3,630 CY 2.00 0.00 02-63-L 7,260 0 7,260 HAUL ADD'L FROM STOCKPILE (1.3 x Swell) 2,408 TY 0.50 2.50 02-63-L 1,204 02-22-M 6,020 7,224 REMOVE SHORING 2, 0 SF 2.50 0.00 02.073-L 5,0 > 0 5,000 0 0 0) EXT. INTERMEDIATE LIFT STATION 0 0 0 0 1,737 EXCAVATE EXTERIOR 3,473 BCY 0.50 0.00 02-54-L 1,737 0 5,093 BACKFILL WITH ONSITE MATERIAL 5,093 CY 1.00 0.00 02-64-L 5,093 HAUL ADD'L FROM STOCKPILE (1.3 x Swell) 2,106 TY 0.50 2.50 02-64-L 1,053 02-22-M 5,265 6,318 p 0 0 EXT PRIMARY DISTRUBUTION STRUCTURE 814 BCY 0.50 0.00 02-55-L� 0 407 D 0 0 0 407 1,778 EXCAVATE EXTERIOR BACKFILL WITH ONSITE MATERIAL 889 CY 2.00 0.00 02-65-L 1,778 HAUL ADD'L FROM STOCKPILE (1.3 x Swell) 98 TY 0.50 2.50 02-65-L 49 02-22-M 245 294 t D 0 0 D 01 D EXISTING BNR BASIN EXCAVATE EXTERIOR EFFLUENT WALL 213 BCY 0.50 0.00 02-56-L 107 0 107 BACKFILL WITH ONSITE MATERIAL 213 CY 2.00 0.00 02-66-L 426 01 426 BACKFILL INTERIOR OF INFLUENT FLUME 44 CY 2.00 0.00 02-66•L 88 0 88 HAUL ADD'L FROM STOCKPILE (1.3 x Swell) 57 TY 0.50 2.50 02-66-L 29 02-22-M 143 171 BRACE EXISTING WEST WALL FOR BACKFI 190 LF 2.00 5.00 02-76-L� 3800 02-07-M 950 1,33001 0 01 0 p 0 0 81,484 122,5451 204,029 PAGE TOTALS SOUTHEAST WATER PLANT.123 01/20/2008 14 12:54:29 PM PO Utz 1"1 1T 14v- St,e,-6 41A �. K 0-4- 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.s P.O. Box 1600 Keller, TX 76244 Dear Mr. Grant: B&V Project 140092.6100 B&V File G-1.9 June 15, 2011 Subject: CMR-19, Existing Filter Demolition It is our understanding that Eagle is requesting to leave a portion of the north and east walls and a portion of the slab of the existing filters in place in lieu of installing the shoring system. The Contractor is responsible for protecting existing structures during construction activities. If a portion of the existing filter basin is to be used in lieu of shoring, it is Eagle's responsibility to have an evaluation made by a qualified person to determine the suitability of using the filter wall as shoring and the extent of the facility that will need to remain in place. Drawings on the existing structure are available for Eagle's use. If any damage occurs to the existing facilities as a result of the construction activities, Eagle would be liable for any corrective action to remedy the damage. The condition of the existing MCC Room should be carefully documented throughout the construction so that before and after conditions can be evaluated if damage does occur. The filter wall and the MCC room should be monitored for signs of any movement during demolition. A sequence of construction should also be submitted indicating the sequence of demolition and backfill. Additionally, the extent of the shoring to remain in place shall be documented on the "As Constructed" drawings. The following comments apply to the submitted cost proposal, CMR-19. 1. Provide a complete cost breakdown supporting Eagle's cost for the filter demolition. There was not a cost breakdown provided. 2. Provide an indication on how shoring labor was determined. Is labor determined per square feet or linear feet of shoring installed? Provide information on the amount of shoring removed from the project for the washwater detention basin in PCM-39 and for the shoring removed from the project for the chlorine contact basin demolition in PCM-75 so that this can be compared against the amount of shoring removed from the project for the filter basin demolition. The 480 manhours do not seem to fall in line with the manhours used at the other two locations. 3. The 42-inch plug on the Plant 4 UV influent line cannot be deleted from the project. This plug should be installed as provided for in the Contract Documents. 4. The 42-inch pipe shall be cut in the same location as the north -south cut in the foundation, to the east of the 16-inch lines. See CMR figure. Do not cap or salvage the 16-inch lines. Black & Veatch corporation • 9441 LBJ Freeway - Suite 114 • Dallas, TX 75243 USA • Telephone: 214.570.7000 Black & Veatch corporation - Registration No. F-258 Eagle Contracting, L.P.s Mr. Glenn Grant Page 2 B&V Project 140092.6100 June 15, 2011 Please feel free to call me at 214/570-7076 should you have any questions. Sincerely, BLACK & VEATCH Laura A. Stratton, P.E. Engineering Manager LAS attachment cc: Mr. Zoltan Fekete, City of Lubbock, pdf copy Ms. Mary Gonzales, City of Lubbock, pdf copy Mr. Roland Holder, Parkhill, Smith, & Cooper, pdf copy Mr. Rich Houghton, Black & Veatch, pdf copy July 7, 2011 Black & Veatch Corp. 9441 LBJ Freeway —Suite 114 Dallas, Texas 75243 Attn: Mrs. 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 Contractors Modification Request (CMR-19R) —Leave portion of East Wall & North Wall of Plant 4 existing Filter Complex and Delete the temporary Shoring Dear Laura: Eagle Contracting, L.P. proposes to leave a portion of the east and north walls and slabs and the encased 42" piping under the slab left in place at the existing Plant 4 Filter Complex. The east wall of the existing Filter Complex is 4'-00" from the new MCC Room of Plant 4's UV structure. This MCC Room's slab is on grade. There is lightning protection buried between the filter complex & UV structure. There is a 12" PW Line (per RFI-49) buried between the two structures. There is no way that we could shore between this 4'-00" space without damaging the MCC Room, the buried Lightning Protection and 12" PW. There also is a NPW line in the way of any shoring for the north wall. This existing concrete wall will serve as our shoring so this credit also includes deletion of the shoring we had in the base bid. We Own the Shoring materials out right so we cannot credit back any rent. Eagle's credit offer is Thirty Two Thousand One Hundred and Eighteen Dollars and Seventy -Four Cents ($32,118.74). Sincere y 1 Grant agle Contracting, L.P. cc: File (Proposals) & Field P.O. Box 1600 0 Keller, Texas 76244 0 Metro (817) 379-1897 Metro (817) 379-0610 Fax Eagle Contracting, L.P. SEWRP - Lubbock Job No. 171 Work Description: Credit to leave part on Filter 4 in place to protect UV4 MCC Room Ref. Date: July 7, 2011 Proposal: CMR-19R MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS SUBCONTRACT $ $ Demo Filter 4 ! I ' Eagle's Credit for Demo of Filter 4 1 Is (15,128.00) (15,128.00 0.00 (Subcontractors Value = $47,800.00 0.00 0.00 complete Demolition of Filter & Eagle's 0.00 0.00 costs for demoliton per this Proposal I 0.00 0.00 _ $32,672.00) 0.00 0.00 0.00 0.00 Delete Shoring Labor for North & East -540 mhs 0.00 16.70 (9,018.00 Walls (5menx8hrsx13.5days) 0.00 0.00 Delete Drilling for H-Piles (shoring cols) 1 Is (2,500.00 0.00 (2,500.00) 0.00 0.00 I 0.00 0.00 0.00 (17,628.00 TOTAL LABOR (9,018.00 0.00 TOTAL LABOR W/0 BURDEN (9,018.00 LABOR BURDEN/BNFTS - 52% 4,689.36 TOTAL LABOR (13,707.36 TOTAL MATERIALS (17,628.00 TOTAL SUBCONTRACTS 0.00 SUBTOTAL (31,335.36 INSURANCE (2 1/2%) I (783.38 TOTAL I 1 (32,118.74 SEWRP - Lubbock Eagle Contracting, L.P. SEWRP - Lubbock Job No. 171 Work Description: Eagle's Costs to demo Filter 4 Ref. MATERIAL UNIT PRICE A(':TIVITY QUANTITY UNITS SUBCONTRACT $ Date: July 7, 2011 Proposal: Demo Filter 4 TOTAL LABOR TOTAL MATERIAL UNIT PRICE LABOR Demo Filter 4 ' I Eagle's Labor (6men x 8hrs x 14days) Haul Off Concrete Rubble (660 cys) 672 1 1320 mhs tys i 5.00 0.00 I 6,600.00 16.70 11,222.40 I 0.00 0.00 0.00 P.E.'s approval of using conc.walls as shoring 1 Is 500.00' 500.00 0.00 0.00 0.00 0.00 ` 0.00 Demolition Torches, OXY & ACTY 1 Is 601.20 601.20 0.00 0.00 0.00 480 Hoe 1 mo 4,500.00 4,500.00 0.00 Hoew/Hammer 0.33 mo 3,500.00 1,155.00 0.00 Fuel, Oil & Gas (30%) 1 is 5,655.00 1,696.50 0.00 0.00 0.001 Small Tools - 5% Labor 1 Is 11,222.40 561.12 0.00 0.00 15,613.82 TOTAL LABOR 11,222.40 0.00 TOTAL LABOR W/O BURDEN 11,222.40 LABOR BURDEN/BNFTS - 52% 5,835.65 17,058.05 TOTAL LABOR i TOTAL MATERIALS 15,613.82 CTS 0.00 32,671.87 (TOTALSSUBTOTAL ' SEWRP - Lubbock September 22, 2011 Black & Veatch Corp. 9441 LBJ Freeway — Suite 114 Dallas, Texas 75243 Attn: Mrs. 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 Contractors Modification Request (CMR-19R) —Leave portion of East Wall & North Wall of Plant 4 existing Filter Complex and Delete the temporary Shoring — All per final measurements of demolition Dear Laura: Eagle Contracting, L.P. proposes to leave a portion of the east and north walls and slabs and the encased 42" piping under the slab left in place at the existing Plant 4 Filter Complex all per the final measurements of demolition. The east wall of the existing Filter Complex is 4'-00" from the new MCC Room of Plant 4's UV structure. This MCC Room's slab is on grade. There is lightning protection buried between the filter complex & UV structure. There is a 12" PW Line (per RFI-49) buried between the two structures. There is no way that we could shore between this 4'-00" space without damaging the MCC Room, the buried Lightning Protection and 12" PW. There also is a NPW line in the way of any shoring for the north wall. This existing concrete wall will serve as our shoring so this credit also includes deletion of the shoring we had in the base bid. We Own the Shoring materials out right so we cannot credit back any rent. Eagle's credit offer is Thirty Four Thousand Three Hundred and Forty Six Dollars and Thirty -Five Cents ($34,346.35). Sincerely, e rant Eagle Contracting, L.P. cc: File (Proposals), Lubbock — Zoltan Fekete, Wood Franklin & Mary Gonzales & Field P.O. Box 1600 0 Keller, Texas 76244 0 Metro (817) 379-1897 0 Metro (817) 379-0610 Fax Eagle Contracting, L.P. SEWRP - Lubbock Date: September 22, 2011 Job No. 171 Proposal: CMR-19R Work Description: Credit to leave part on Filter 4 in place to protect UV4 MCC Room Ref. MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS suecowRAcT $ R Demo Filter 4 1 1 1 Eagle's Credit for Demo of Filter 4 (Subcontractors Value = $47,800.00 complete Demolition of Filter & Eagle's costs for demoltton per this Proposal _ $30,498,73) 1 Is (17,301.27 (17,301.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Delete Shoring Labor for North & East Walls (5menx8hrsx13.5days) -540 mhs 0.00 0.00 0.00 16.70 0.00 (9,018.00 0.00 Delete Drilling for H-Piles (shoring col's) 1 Is (2,500.00 0.00 (2,500.00 0.00 0.00 0.00 0.00 TOTAL LABOR 0.00 (19,801.27 (9,018.00 TOTAL LABOR W/0 BURDEN LABOR BURDEN/BNFTS - 52% TOTAL LABOR TOTAL MATERIALS TOTAL SUBCONTRACTS SUBTOTAL INSURANCE (21/2%) TOTAL 0.00 (9,018.00 4,689.36 (13,707.36 (19,801.27 0.00 {33,508.63 {837.72 (34,346.35 SEWRP - Lubbock Eagle Contracting, L.P. SEWRP - Lubbock Job No. 171 Work Description: Eagle's Costs to demo Filter 4 Ref. ACTIVITY QUANTITY UNITS SUBCONTRACT Date: September 22, 2011 Proposal: Demo Filter 4 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR $ R Demo Filter 4 Eagle's Labor (6men x 8hrs x 12.75days) Haul Off Concrete Rubble (600 cys) 612 1200 mhs tys 5.00 0.00 6,000.00 16.70 10,220.40 0.00 P.E.'s approval of using conc.walls as 1 Is 500.00 0.00 500.00 0.00 0.00 shoring 0.00 0.00 Demolition Torches, OXY & ACTY 1 Is 601.20 0.00 601.20 0.00 0.00 480 Hoe 1 mo 4,500.00 0.00 4,500.00 0.00 0.00 Hoe w/Hammer 0.33 mo 3,500.00 1,155.00 0.00 Fuel, Oil & Gas (30%) 1 Is 5,655.00 1,696.50 0.00 Small Tools - 5% Labor 1 Is 10,220.40 0.00 511.02 0.00 0.00 0.00 14,963.72 TOTAL LABOR 10,220.40 TOTAL LABOR W/O BURDEN LABOR BURDEN/BNFTS - 52% TOTAL LABOR TOTAL MATERIALS TOTAL SUBCONTRACTS 0.00 10,220.40 5,314.61 15,535.01 14,963.72 0.00 SUBTOTAL 30,498.73 SEWRP - Lubbock 5 B lNMAI- iR pd'REJ EOCE OF FOOTING---.�1� y rye 0 X. 3130.00 AT NORTH MALL- 4 ,a GN'�{� 5(Y1f�trj tl tl 3130. ,- .� GALLE ;.I EL. 3t29.67-7 tl M wr►7 4 � 41CM&US 6Rlap� �. .67 ,aw ms -c ---=a=c==:: — -- •--- i- _ :--------- ERW ON SEAM ---RIOBE LINE EL 3129.so MOVE _-�- I I i I -- --- KIIOCK OUT MMLL 70 OE IffSET 2S lND 1 1 - 1-1 -_- I I -I ---- - __ -- -- /J 1iP1 T l I I MOJMCENT HALL &SE SLAB I 1 I EL. 3137. 11 -- p i�CA01 1 1 1 1 1 1 I I I I 1 1 I I I I I F-6 1 I 1 1 1 l I I I I I I I I I 1 1 I I I I FILTER FILTER I 1 I I I I I I I I I I I I I I I I I I I I ' 1 1 P J 4.9 a 4 'S I,�,Jvt L I Y rs 1 1 I I �M , Qry � of �I• 1 1 { 1 1 1 I I F-7 1 I I � I I I I 1 1 1 I 1 I I I I I I I I I I I 1 1 1 1 I I I I I I I I 1 1 NO. 3 N0. 1 1 1 I i I I Id• I I 1 i i i Lj 00 EOGE OF 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. 143 Spec Section: Page No. Para. Drawing No. DM10 & P6 CONTRACTOR REQUESTS: ® Information ❑ Interpretation ❑ Clarification Drawing DM10 calls for us to leave about 60 lineal feet of 1 -1/z" NPW on the east edge of the existing elevated walkway (BNR#1 side) that divides BNR Basin 1 & 2. This existing NPW line is on the north end of BNR#1's elevated walkway. Drawing P6 calls for us to tie a new Hose Bib onto the south end of this existing 1 '/" NPW line. Our Insulating subcontractor says that their heat tracing is not compatible with the heat tracing that serves this 60 If of piping that we leave in place. The existing 601f of insulated piping is in bad shape (the insulation). Would you like Eagle to get pricing to you to replace the insulation and heat tracing on this NPW line left in service? CONTRACTOR'S PR7;ig : REQUESTED BY:DATE: 5/19/11 ENGINEER'S RESPONSE: P9 Information ❑ Interpretation ❑ Clarification For the items described above or in the attached material referenced: The insulation and heat tracing shall be replaced. In the cost proposa an explanation shall e provided as to why the two Reat tracing sy s are not compatible. RESPONSE BY: Laura A. Stratton/wml/kw DATE:05/27/2011 S:1SandllEagle Ccnhac ing FllesUob Rles\171 -Lubbock W WTPRFI's1RF1.143 - BNR 1 NPW hmalatlon and heat tracing.doc 05/19/2011 TflU 13:56 FAX 444 Eagle Contracting OFC 0003/003 •jxi OiMraM O7LLs1X3 Mvuww "a BLMDddOf GHY su.'"dta 3'm&V 3jM$ 3 I� 3W/K.4 LNdnVA ------------------------- ------------------------ m� m 1 It h;Ir � GIs I I�IIt r� II ---------_—.•-------. ----------- f 1 ' ---------------..—.-----------------,•..r i I i I I I I i i I I j L BEAN 1 i I I f 1 ��I 6074 r dAtl I I ( i H MaM OL 77W 3A— I I .tMIW7dd4 �,vresrx3 so.aF 1 1 I I I � 1 I I • 1 ' ' I I 1 1 a •oN f �v 1 I ' 1 1 I 1 • I I � I � I I I IN , R� PP�,.. ksfeSckti: Stt,},�zk;s June 1, 2011 Black & Veatch Corp. 9441 LBJ Freeway —Suite 114 Dallas, Texas 75243 Attn: Mrs. 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-88) — Replace damaged Pipe Insulation and Heat Tracing on the 1 %2" NPW in BNR Basin #1 per RFI-143 Dear Laura, Eagle Contracting, L.P. proposes to replace the damaged pipe insulation and heat tracing for the 1 ''/2" NPW line mounted to the elevated walkway as described in RFI-143 all for the Total Lump Sum Amount of Seven Thousand One Hundred and Twenty Eight Dollars and Ninety Eight Cents ($7,128.98). Sincerely, Grant Project Manager cc: File (Proposals), Lubbock — Zoltan Fekete, B&V — Rich Houghton & 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: Replace old NPW Pipe Insulation & Heat Tracing at BNR#1 Ref. RFI-143 Date: June 1, 2011 Proposal: PCM-88 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS SUBCONTRACT $ $ Replace old NPW Ripe Insulation 9 ' mhs ! 0.00 16.70 150.30 and Heat Tracing @ BNR#1 Remove Fencing for Access - 801f (3men x 3hrs) 0.00 0.00 Re -install Fencing after Insulating done 18 mhs 0.00 16.70 300.60 (3men x 6hrs) 0.00 0.00 Purchase new Aluminum Hog Rings 1 Is ' 100.00 100.00 0.00 to attach fence fabric 0.00 0.00 0.00 0.00 New Pipe Insulation & Heat Tracing 1 Is 5,240.00 0.00 0.00 0.00 0.00 Small Tools - 5% Labor 1 Is 450.90 22.55 0.00 5,240.00 122.55 TOTAL LABOR 450.90 0.00 TOTAL LABOR W/O BURDEN 450.90 LABOR BURDEN/BNFTS - 52% 234.47 TOTAL LABOR 685.37 TOTAL MATERIALS ! 122.55 TOTAL SUBCONTRACTS 5,240.00 SUBTOTAL I 6,047.91 INSURANCE @ 2-1/2% 151.20 SUBTOTAL 6,199.11 OH & P @ 15% 929.87 TOTAL 7,128.98 SEWRP - Lubbock JUN-1-2011 01:36P FROM:BLRND INSULRTIONN 9038877473 TO:18173790610 P.1 BLAND INSULATION COMPANY, INC. P.O. BOX 589 — MABANK, TX. 75147-0589 Phone 903-887-7473 — Fax 903-887-7472 blandinsulation@embarqmaif.com June 01, 2011 Eagle Contracting F.O. Box 1600 Fort Worth TX. 76244 817-379-1897 FX#817-379-0610 Attn: Glenn Grant Re: Southeast Water Reclamation Plant Improvements Project #92126 Thank you for the opportunity to quote on the above referenced project. Our scope of work includes the following; Remove, re -insulate and heat trace approximately 80 LF of 1/12 inch NPW with 1-1/2 inch fiberglass insulation and aluminum jacket, 5-watt, 120 volt heat trace„ one power connection box, one RTD to existing power panel. The existing heat trace is " Racam" not compatible with Chromalox Fencing along of the walkway needs to be removed, this is not part of the bid. Travel, room & board, materials, and labor - $3,240.00 Heat trace - $2,000.,00 Total! Material and Labor: $5,240.00 Applicable taxes will be added unless a tax exemption certificate is furnished. Sincerely, Donald Bland President WU REQUEST FOR INFORMATION PROJECT: 90UTHEA9T WATER RECLAMATION PLANT IMPROVEMENTS PROJECT NUMBER: OWNER: THE CITY OF LUBBOCK, TEXAS 92120 CONTRACTOR: EAGLE CONTRACTING, LP 171 ENGINEER: BLACK & VEATCH CORPORATION REFERENCE DATA: Contractor RFI No. 143 Spec Section: Page No, Para. Drawing No. DM10 & P6 CONTRACTOR REQUESTS: ® Information D Interpretation 0 Clarification Drawing DM10 calls for us to leave about 60 lineal fleet of 1 %" NPW on the east edge of the existing elevated walkway (BNR#1 side) that divides BNR Basin 1 & 2. This existing NPW line Is on the north and of BNR#1's elevated walkway. Drawing P6 calls for us to tie a new Hose Bib onto the south end of this existing 1 %" NPW line. Our Insulating subcontractor says that their heat tracing Is not compatible with the heat tracing that serves this 601f of piping that we leave In place. The exlsting 601f of insulated piping Is in bad shape (the Insulation). Would you like Eagle to get pricing to you to replace the Insulation and heat tracing on this NPW line left in service? CONTRACTOR'S PROPOSED SOLUTIO REQUESTED BY: DATE: 5/ 9/ 1 ENGINEER!$ RESPONSE: LI Information ❑ Interpretation ❑ Clarification For the items described above or in the attached materle referenced: The insulation and heat tracing shall be replaced. In the cost proposa an explanation shall a provided as To why Ene two neat tracings are not compatible. RESPONSEBY:Laura A. Stratton/wml/kw DATE:05/27/2011 t ,WmdWeg1e Conh dW "wVob FYas1171- Lubbock WWTPIRFPs1RFt•143 -BNR 1 NPW kwatatlon and heat Irecky,doo 05/19/2011 TO 13:56 FAX 144 Eagle Contracting OFC 0003/003 iieiricuauxrni *aa,?Xs ffv=fw alUCt ae 1Wr soffl&, a s sLOd e „� ti �. �. 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. 145 Spec Section: Page No. Para. Drawing No. F4-1, 174-3, F4-7 & MD4 CONTRACTOR REQUESTS: ® information 0 Interpretation ❑ Clarification Drawing F4-3, Section 1 calls for Weirs at the overflow Effluent Box of each Filter Cell. The Top of Weir Elevation given is EI.3150.25. Drawing F4-3, Section 1 refers us to the Weir Plate Detail H on Drawing MD4. These Weir Details call for a weir that is 10" tall. We submitted and had approved these 10" weirs except that B&V's review said to set the top of weir elevation for the two future cells at EI.3150.50 (three inches higher than for the six active filter cells). We started to install these weirs and then found that they are too short for the openings. We looked at Drawing F4-7, Section 1 that tells us that the top of concrete weir wall is at El.3149.50. Please review these drawings and tell us what height weirs you want us to use for the six active cells and the two cells for future. CONTRACTOR'S PROPOSED SOLUTI REQUESTED BY: DATE: 5/31/11 C�z ENGINEER'S RESPONSE: ❑ Information ❑ Interpretation PI Clarification For the items described above or in the attached material referenced: Detail H/MD4 indicates how the weir is to be installed. This is the sa detail used for the installation of the weirs at the ENR basins and Pla filters. The elevation of the weir is shown on G6 and F4-3. Based on elevation and the detail, the wall elevation should be 3149.92. RESPONSE BY: Laura A. Stratton/Michael Roland Holder DATE: 06/09/2011 3 ze The elevation of 3148.50 on F4-7 is not compatible with the installation detail. The top of the wall shall be modified so that the concrete terminates at 3149.92. See attached detail. The weir for all of the cells shall be 3150.25 as shown on G6 and F4-3. Expansion anchors are no longer suitable for use and shall be replaced with Hilti S.S. HAS rods. SASendREagle Contracting FilesUob Files1171 - Lubbock W WTPIRFI's1RF1-145 - Filter 4 Effluent Weirs 5-31-11.doc 109 Project L O VocK !F--,ff W KP Job No. Date CbiJT" d p�DesP'JILtc W AT-e K%T4? �Igq.so su PARKHILLSMITH&COOPER Subject Drawn By Sheet of d.0 #1 f we [.yam Z:,O. . 4 AT" E�' 73RiL4- 1�" A44V June 13, 2011 Black & Veatch Corp. 9441 LBJ Freeway —Suite 114 Dallas, Texas 75243 Attn: Mrs. 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-89) — Raise the Beach Effluent Box Concrete Weir Walls at Plant 4's Filter Complex per RFI-143 Dear Laura, Eagle Contracting, L.P. proposes to raise the concrete weir wall for the Effluent Box of each Filter Cell as described in RFI-145 all for the Total Lump Sum Amount of Four Thousand Four Hundred Dollars and Sixty Seven Cents ($4,400.67). Sincerely, Grant Project Manager cc: File (Proposals), Lubbock — Zoltan Fekete, B&V — Rich Houghton & 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 Date: June 13, 2011 Proposal: PCM-89 Work Description: Raise the concrete weir walls (@ Effluent Boxes of each Filter Cell) 5" - plant 4 Filter Complex Ref. RFI-145 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS SUBCONTRACT $ $ Raise the concrete weir walls of I 16 ( mhs ( i I ' 0.00 16.70 267.20 each Filter Cell la Filter 4 Roughen existing top of Weir Walls (62 sf - 2men x 8 hrs) 0.00 0.00 III 0.00 0.00 Drill & Epoxy In #4 Dowels 104 i ea 5.00 520.00 0.00 (2men x 12hrs) 24 mhs ! 0.00 16.70 400.80 0.00 0.00 Wall Forms to raise weir walls 123 If 2.00 246.00 0.00 (3men x 8hrs) 24 mhrs 0.00 16.70 400.80 0.00 0.00 3" x 3" Chamfer to form weir in concrete 62 If 3.00 186.00 0.00 (2men x 3hrs) 6 mhrs , 0.00 16.70 100.20 0.00 0.00 Concrete to raise weir walls 5" 1 cY 107.00 I 107.00 0.00 (4men x 8hrs) 32 mhs 0.00 0.00 16.70 534.40 0.00 Small Tools - 5% Labor 1 Is 1,703.40 85.17 0.00 0.001 1,144.17 TOTAL LABOR i I I 1,703.40 0.00 TOTAL LABOR W/O BURDEN I , 1,703.40 LABOR BURDEN/BNFTS - 52% 1 885.77 2,589.17 TOTAL LABOR I TOTAL MATERIALS 1,144.17 TOTAL SUBCONTRACTS 0.00 3,733.34 SUBTOTAL I INSURANCE @ 2-1/2% 93,33 3,826.67 SUBTOTAL OH & P @ 15% 574.00 4,400.67 TOTAL ( , j I SEWRP - Lubbock 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. 145 Spec Section: Page No, Para. Drawing No. 174-1, F473, F4-7 & MD4 CONTRACTOR REQUESTS: ® Information 0 Interpretation ❑ Clarification Drawing F4-3, Section 1 calls for Weirs at the overflow Effluent Box of each Filter Cell. The Top of Weir Elevation given is EI.3150.25. Drawing F4-3, Section 1 refers us to the Weir Plate Detail H on Drawing MD4. These Weir Details call for a weir that is 10" tall. We submitted and had approved these 10" weirs except that B&V's review said to set the top of weir elevation for the two future cells at E1.3150.50 (three inches higher than for the six active filter cells). We started to Install these weirs and then found that they are too short for the -openings. We looked at Drawing F4-7, Section 1 that tells us that the top of concrete weir wall is at EI.3149.50. Please review these drawings and tell us what height weirs you want us to use for the six active cells and the two cells for future. CONTRACTOR'S PROPOSED SOLUTI REQUESTED BY: DATE: 5/31/11 ENGINEER'S RESPONSE: ❑ Information ❑ Interpretation ® Clarification For the Items described above or in the attached material referenced: Detail H/MD4 indicates how the weir is to be installed. This is the sa E detail used for the installation of the weirs at the BNR basins and Pl 1 filters. The elevation of the weir is shown on G6 and F4-3. Based on I elevation and the detail, the wall elevation should be 3149.92. RESPONSE BY:.Lailra A Stratton/Michael Rolland Holder DATE: 06/09/2011 r 3 The elevation of 3148.50 on F4-7 is not compatible with the installation detail. The top of the wall shall be modified so that the concrete terminates at 3149.92. See attached detail. The weir for all of the cells shall be 3150.25 as shown on G6 and F4-3. Expansion anchors are no longer suitable for use and shall be replaced with Hilti S.S. HAS rods. 8:1SendpEsgie Contrseiing FilesUob FIW%171 -Lubbock W W`rMRFi's\RFl-145 - Fllter4 Effluent Weirs 5-31-11100 project r, SAffbJitp Job No. Date PARKHILLSMITH&COOPER Subject 04-rEx. + Drawn By Sheet of June 16, 2011 Black & Veatch Corp. 9441 LBJ Freeway — Suite 114 Dallas, Texas 75243 Attn: Mrs. 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-89R) — Raise the 8each Effluent Box Concrete Weir Walls at Plant 4's Filter Complex per RFI-143 Dear Laura, Eagle Contracting, L.P. proposes to raise the concrete weir wall for the Effluent Box of each Filter Cell as described in RFI-145 all for the Total Lump Sum Amount of Six Thousand Two Hundred and Eighty -Five Dollars and Ninety Two Cents ($6,285.92). Sincerely, Grant Project Manager cc: File (Proposals), Lubbock — Zoltan Fekete, B&V — Rich Houghton & Field P.O. Box 1600 0 Keller, Texas 76244 6 Metro (817) 379-1897 0 Metro (817) 379-0610 Fax Eagle Contracting, L.P. SEWRP - Lubbock Job No. 171 Date: June 16, 2011 Proposal: PCM-89R Work Description: Raise the concrete weir walls (@ Effluent Boxes of each Filter Cell) 5" - plant 4 Filter Complex Ref. RFI-145 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS SUBCONTRACT $ $ Raise the concrete weir walls of ! each Filter Cell (a Filter 4 Roughen existing top of Weir Walls 16 mhs 0.00 16.70 267.20 (62 sf - 2men x 8 hrs) 0.00 0.00 0.00 0.00 Drill & Epoxy In #4 Dowels 104 ea 5.00 520.00 0.00 (2men x 12hrs) 24 mhs 0.00 16.70 400.80 0.00 0.00 Wall Forms to raise weir walls 123 If 2.00 246.00 0.00 (3men x 8hrs) 24 mhrs 0.00 16.70 400.80 0.00 0.00 3" x 3" Chamfer to form weir in concrete 62 if 3.00 186.00 0.00 (2men x 3hrs) 6 mhrs 0.00 16.70 100.20 0.00 0.00 Concrete to raise weir walls 5" 1 cy 107.00 107.00 0.00 (omen x 8hrs) 32 mhs 0.00 16.70 534.40 0.00 0.00 Additional Labor to Complete - 61 mhs 0.00 16.70 1,018.70 Per Ron Bray's e-mail of 6-16-11 0.00 0.00 0.00 0.00 Small Tools - 5% Labor 1 Is 2,722.10 136.11 0.00 3 0.00 1,195.11 TOTAL LABOR j ( 2,722.10 0.00 TOTAL LABOR W/O BURDEN I 2,722.10 LABOR BURDEN/BNFTS - 52% 1,415.49 4,137.59 TOTAL LABOR TOTAL MATERIALS 1,195.11 TOTAL SUBCONTRACTS 0.00 5,332.70 SUBTOTAL ! INSURANCE @ 2-1/2% j 133.32 5,466.01 SUBTOTAL OH & P @OTAL + 6,285.92 ' SEWRP - Lubbock Re: Fw: RE: SEWRP - Lubbock (PCM-89) - Yahoo! Mail Page 1 of 2 Re: Fw: RE: SEWRP - Lubbock (PCM-89) Thursday, June 16, 2011 10:48 AM From: "Ron Bray" <r.bray@eaglecontractinglp.com> To: "glenn grant"<g.grant@eaglecontractinglp.com> Glenn, Our labor is as follows. 5/13/11 - 2 men x 8 hrs. Roughen top of wall. Erect scaffolds. Bring material to area. 5/14/11 - 5 men x 8 hrs. Form.drill dowels/rebar. 5/15111 - 5 men x 8 hrs. As above 5/16/11- 5 men x 8 hours. Form as above. Pour wall extensions/finish 5/17/11 - 2 men x 8 hours. Strip forms and pack up. Grind and patch to match existing Total hours -152 hours This is more than the cost you estimated. Can you inscrease this change order? It should work both ways as they wanted a decrease! Regards Ron Ron Bray Project Superintendent Eagle Contracting LP 817-401 9653 -- On Thu, 6/16M 1, glenn grant<g.grant@eaglecontractinglp.com> wrote: From: glenn grant<g.grant@eaglecontractinglp.com> Subject: Fw: RE: SEWRP - Lubbock (PCM-89) To: "Ronald Bray" <r.bray@eaglecontractinglp.com> Date: Thursday, June 16, 2011, 10:35 AM Ron, Do you agree with Rich's assessment that it will take Eagle 2men - 3.5 days to do this work? Glenn Grant Eagle Contracting, L.P. --- On Thu, 6/16111, Stratton, Laura A. <StrattonLA@bv.com> wrote: From: Stratton, Laura A. <StrattonLA@bv.com> Subject: RE: SEWRP - Lubbock (PCM-89) To: "glenn grant"<g.grant@eaglecontractinglp.com> Cc: "Houghton, Richard H." <HoughtonRH@bv.com>, "Zoltan Fekete" <zfekete@mail.ci.lubbock.tx.us>, "Ronald Bray" <r.bray@eaglecontractinglp.com> Date: Thursday, June 16, 2011, 10:08 AM Glenn, http://us.mc5.mail.yahoo.com/me/showMessage?sMid=2&filterBy=&.rand=1917737690&... 6/16/2011 Re: Fw: RE: SEWRP - Lubbock (PCM-89) - Yahoo! Mail Page 2 of 2 understand in my discussions with Rich that this work will be completed by 2 men in 3.5 days. Please revise your hours accordingly. Laura From: glens grant[mailto:g.grant@eaglecontractingip.com] Sent: Monday, June 13, 2011 11:44 AM To: Stratton, Laura A. Cc: Houghton, Richard H.; Zoltan Fekete; Ronald Bray Subject: SEWRP - Lubbock (PCM-89) Laura. Attached is a copy of PCM-89 (raise the concrete weir walls of the effluent box of each of the eight filter cells for Plant 4`s Filter Complex per RFI-145). Glenn Grant Eagle Contracting, L.P. http://us.mc5.mail.yahoo.com/me/showMessage?sMid=2&filterBy=&.rand=1917737690&... 6/16/2011 PROJECT: SOUTHEAST WATER RECLAMATION PLANT IMPROVEMENTS PROJECT NUMBER: OWNER: THE CITY OF LUBBOCK, TEXAS _ 92126 cONTRACTOP- EAGLE CONTRACTING LP 171 ENGINEER: BLACK & VEATCH CORPORATION REFERENCE DATA: Contractor RFI No. 145 Spec Section: Page No. Para. Drawing No. F4-1, F4-3, F4-7 & MD4 CONTRACTOR REQUESTS: ® Information 0 interpretation O Clarification Drawing F4-3, Section 1 calls for Weirs at the overflow Effluent Box of each Filter Cell. The Top of Weir Elevation given is EI.3150.25. Drawing F4-3, Section 1 refers us to the Weir Plate Detail H on Drawing MD4. These Weir Details call for a weir that is 10" tall. We submitted and had approved these 10" weirs except that B&V's review said to set the top of weir elevation for the two future cells at EI.3150.50 (three Inches higher than for the six active filter cells). We started to Install these weirs and then found that they are too short for the -openings. We looked at Drawing F4-7, Section 1 that tells us that the top of concrete weir wall Is at E1.3149.50. Please review these drawings and tell us what height weirs you want us to use for the six active cells and the two cells for future. CONTRACTOR'S PROPOSED SOLUTI . REQUESTED BY: DATE: 5/_ 31/11 ENGINEER'S RESPONSE: O Information 0 Interpretation ® Clarification For the Items described above or in the attached material referenced: Detail H/MD4 indicates how the weir is to be installed. This is_the salt detail used for the installation of the weirs at the BNR basins and P1t filters. The elevation of the weir is shown on G6 and F4-3. Based onI elevation and the detail, the wall elevation should be 3149.92. RESPONSE BY:Laura A Stratton/M; chael Roland older DATE: 06/09/2011 Le 3 The elevation of 3148.SO on F4-7 is not compatible with the installation detail. The top of the wall shall be modified so that the concrete terminates at 3149.92. See attached detail. The weir for all of the cells shall be 3150.25 as shown on G6 and F4-3. Expansion anchors are no longer suitable for use and shall be replaced with Hilti S.S. HAS rods. S:18endMagie CaMracling FilesUob FAes1171 - Lubbock W WTPIRFi's1RFI-145 - Filter 4 EmueM Weirs 5-31-11.doc PARKHILLSMITH&COOPER Job No. Date Subject j i,-TEK + Drawn By Sheet of L� ai1� s 5T0� 3 • w .j ' �L75� l�jc?14t+�'.°3 ;. Ar.�CkatR 3.: {4AT- .8`".:��`�,�.'�'.lM10,/. • TlrJ�T/h4C. • J� l�/�TF /lll" /l7 / • k. June 30, 2011 Black & Veatch Corp. 9441 LBJ Freeway —Suite 114 Dallas, Texas 75243 Attn: Mrs. 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-89R1) — Raise the Beach Effluent Box Concrete Weir Walls at Plant 4's Filter Complex per RFI-143 Dear Laura, Eagle Contracting, L.P. proposes to raise the concrete weir wall for the Effluent Box of each Filter Cell as described in RFI-145 all for the Total Lump Sum Amount of Three Thousand Seven Hundred Twenty Dollars and Seventy Five Cents ($3,720.75). Sincerely, Grant Project Manager cc: File (Proposals), Lubbock — Zoltan Fekete, B&V — Rich Houghton & Field P.O. Box 1600 a Keller, Texas 76244 0 Metro (817) 379-1897 Metro (817) 379-0610 Fax Eagle Contracting, L.P. SEWRP - Lubbock Job No. 171 Date: June 30, 2011 Proposal: PCM-89R1 Work Description: Raise the concrete weir walls (@ Effluent Boxes of each Filter Cell) 5" - plant 4 Filter Complex Ref. RFI-145 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS SUBCONTRACT $ $ Raise the concrete weir walls of 16 mhs 0.00 16.70 267.20 each Filter Cell @ Filter 4 Roughen existing top of Weir Walls (62 sf - 2men x 8 hrs) 0.00 0.00 0.00 0.00 Drill & Epoxy In #4 Dowels 104 ea 5.00 520.00 0.00 (1 man x 12hrs) 12 mhs 1 0.00 16.70 200.40 j 0.00 0.00 Wall Forms to raise weir walls I 123 if j 2.001 246.00 0.00 (2men x 7hrs) 14 mhrs i 0.00 16.70 233.80 0.00 0.00 3" x 3" Chamfer to form weir in concrete 62 If 3.00 186.00 0.00 (2men x 3hrs) 6 mhrs 0.00 16.70 100.20 0.00 0.00 Concrete to raise weir walls 5" 1 Cy 107.00 107.00 0.00 (omen x 8hrs) ; 32 mhs 0.00 16.70 534.40 0.00 0.00 Small Tools - 5% Labor 1 Is 1,336.00 66.80 0.00 0.00 1,125.80 TOTAL LABOR 1,336.00 0.00 TOTAL LABOR W10 BURDEN 1,336.00 LABOR BURDEN/BNFTS - 52% 694.72 2,030.72 TOTAL LABOR TOTAL MATERIALS i 1,125.80 TOTAL SUBCONTRACTS 0.00 3,156.52 SUBTOTAL INSURANCE @ 2-1/2% 78.91 3,235.43 SUBTOTAL OH & P @ 15% 485.31 3,720.75 I I SEWRP - Lubbock RE: SEWRP - Lubbock (PCM-89R) - Yahoo! Mail Page 1 of 1 RE: SEWRP - Lubbock (PCM-89R) Thursday, June 30, 2011 12:25 PM From: "Stratton, Laura A." <StrattonLA@bv.com> To: "glenn grant"<g.grant@eaglecontractinglp.com> Cc: "Houghton, Richard H." <HoughtonRH@bv.com>, "Zoltan Fekete" <zfekete@mail.ci.lubbock.tx.us>, "Ronald Bray" <r.bray@eaglecontractingip.com> Glenn, In order to resolve this, I recommend that we split the difference between what Rich estimated in the field (56 mhs) and what was included in PCM-89 (102 mhs). This would be completing the work in 80 mhs. Please update and resubmit. Thank you, Laura From: glenn grant[mailto:g.grant@eaglecontractingip.com] Sent: Thursday, June 16, 2011 1:21 PM To: Stratton, Laura A. Cc: Houghton, Richard H.; Zoltan Fekete; Ronald Bray Subject: SEWRP - Lubbock (PCM-89R) Laura, As requested I have reviewed our actual costs with Ron and he has given me the actual hours of Labor we used to complete this work - See the revised PCM-89R). Glenn Grant Eagle Contracting, L.P. http://us.mc5.mail.yahoo.com/mc/showMessage?fd=Inbox&mid=1_19399 ANIWv9EAA... 6/30/2011 PROJECT: SOUTHEAST WATER RECLAMATION PLANT IMPROVEMENTS PROJECT NUMBER: OWNER: THE CITY OF LUBBOCK TEXAS 92128 CONTRACTOR: EAGLE CONTRACTING, LP 171 ENGINEER: BLACK & VEATCH CORPORATION REFERENCE DATA: Contractor RFI No. 145 Spec Section: Page No. Para, Drawing No. 174-1, F4-3, 174-7 & MD4 CONTRACTOR REQUESTS: R Information D Interpretation ❑ Clarification Drawing F43, Sec'flon 1 calls for Weirs at the overflow Effluent Box of each Filter Cell. The Top of Weir Elevation given is E1.3150.25. Drawing F4-3, Section 1 refers us to the Weir Plate Detail H on Drawing MD4. These Weir Details call for a weir that is 10a tali. We submitted and had approved these 10e weirs except that B&V's review said to set the top of weir elevation for the two future cells at EI.3150.50 (three Inches higher than for the six active filter cells). We started to install these weirs and then found that they are too short for the -openings. We looked at Drawing F4-7, Section 1 that tells us that the top of concrete weir wall is at E1.3149.50. Please review these drawings and tell us what height weirs you want us to use for the six active cells and the two cells for future. CONTRACTOR'S PROPOSED SOLUTI REQUESTED BY: DATE: 5131/11 ENGINEER'S RESPONSE: D Information ❑ Interpretation ® Clarification For the items described above or in the attached material referenced: Detail H/MD4 indicates how the weir is to be installed. This is the sa e detail used for the installation of the weirs at the BNR basins and Pla t filters. The elevation of the weir is shown on GG and F4-3. Based on he elevation and the detail, the wall elevation should be 3149.92. RESPONSE BY:Laura A Stratton/MichaelStratton/Michael Roland xolder DATE: 06/09/2011 The elevation of 3148.50 on F4-7 is not compatible with the installation detail. The top of the wall shall be modified so that the concrete terminates at 3149.92. See attached detail. The weir for all of the cells shall be 3150.25 as shown on G6 and F4-3. Expansion anchors are no longer suitable for use and shall be replaced with Hilti S.S. HAS rods. S:1S2ndBEsWe Owlradnp FBesUob FBes1171 - Lubbock W WTPIRFre1RFl-14b - Mar 4 E mnt Welts 5-91-11.doo PARKHILLSMITH&COOPER Project L. U B$CGK S& W? P Job No. Oate Subject rL'r ex- + Drawn By Sheet of 3f4 " . Sa� _ � �Jet i1J.sE. �x�h,u�> A►-�CKa�x� June 20, 2011 Black & Veatch Corp. 9441 LBJ Freeway —Suite 114 Dallas, Texas 75243 Attn: Mrs. Laura Stratton RE: Southeast Water Reclamation Plant Improvements Contract ITB # 07-730-BM — Project # 92126 The City of Lubbock, Texas Black & Veatch Corporation Subj.: Report from Netzsch on the damages to Progressive Cavity Pump PRSC-P-4112 inside the new Primary Sludge Pump Station #2 Dear Laura, I received Netzsch's report on the damages to progressive cavity pump PRSC-P- 4112 that tells what has happened to this pump, the causes of these damages and also the recommendations to keep this problem occurring again in the future. I have attached an e-mail message from Andy Spicher of Hartwell that includes Netzsch's report. Please note that this failure is similar to the failure of progressive cavity pump PRS-P-4111 inside the same pump station. We have not encountered these problems with the new progressive cavity pumps inside the existing Primary Sludge Pump Station #1 and do not foresee any problems. Netzsch seems to think that there are hydraulic head pressure problems inside the new PSPS#2 that are causing these problems that do not exist in the existing PSPS#l. With Kindest Regards, e rant Project Manager cc: File (Correspondence to the Engineer), Black & Veatch — Rich Houghton, City of Lubbock — Zoltan Fekete & Field P.O. Box 1600 0 Keller, Texas 76244 Metro (817) 379-1897 Metro (817) 379-0610 Fax Lubbock Pumps - Netzsch site visit report - Yahoo! Mail Page 1 of 2 AC>.LL BUSINESS Lubbock Pumps - Netzsch site visit report Monday, June 20, 2011 8:29 AM From: "Andy Spicher° <aspicher@Hartwelienv.com> To: "Ron Bray"<r.bray@eaglecontractingip.com>, "Glenn Grant" <g.gra nt@eaglecontractingip.com> i File (1480KB) f �nOc� stator sc... V. Gents: See below & attached. I haven't edited this at all. Let me know if you want to see any changes, etc. I've asked him to provide a quote on a replacement stator as well — but haven't heard from them on that. Let me know your thoughts. Best Regards, Andy Spicher, P.E. Hartwell Environmental Corp. Office Tel: 817/446-9500 Mobile: 817/602-9358 From: Sands, John [maiito:John.Sands@netzsch.coml Sent: Saturday, June 18, 2011 5:04 PM To: Andy Spicher Subject: RE: Lubbock Netzsch Pumps Andy, I inspected the scum pump on Tuesday and found the following. 1. The pump has been run dry again and the stator was completely destroyed (see photo one). it was one of the worst examples of dry run and blistering I have seen in almost two decades. It appears that the pump was run dry on more than one occasion. 2. Fiber. This building has a horrible fiber problem. The check value was completely clogged with fiber, which would not open or close. 3. Upon my arrival at the plant the new stator was a quarter of the way on the pump and it appears to have been lodged in the pump due to incorrect installation. This may have damaged the new stator. 4. 1 recommend that Eagle install the new pump with the dry run protection in building one and utilize the dry run protection on that pump to eliminate a recurrence of running the pump dry. This should eliminate further problems of burning up the stators. 5. Fiber. The fiber problem has to be corrected or the city will continue to experience problems. I http://us.mc5.maii.yahoo.com/melshowMessage?sMid=O&filterBy=&.rand=635991017&... 6/20/2011 Lubbock Pumps - Netzsch site visit report - Yahoo! Mail Page 2 of 2 would strongly recommend that the city invest in an inline maceration specifically designed to remove grit and chopped up fiber to a size that in passable through the pump. Andy, If these two problem are not eliminate, the warranty will be voided. Also, I was asked why the Moynos in the other building never experienced these problems. Well the Netzsch pumps in the same building aren't experiencing the problems either, so it not the make of pump, but rather it is difference conditions in the two applications (buildings). Building one's pumps are looking at much less system head and when the two building's pumps are run at the same time, the velocity of the product coming from building two is greatly reduced due to head/friction losses in the 100 additional feet of piping and overcoming the losses experience at the header junction, and the solids fall out of suspension, resulting in clogging in the piping, valves and the pump in Building two. Andy, this problem is not going to correct itself. The two modifications have to be done in order to correct the problem. Let me what I can do to assist you and your customer. All the Best, John John S. Sands Environmental National Sales Manager http://us.mc5.mail.yahoo. com/me/showMessage?sMid=O&filterBy=&.rand=63 5991017&... 6/20/2011 No Text June 24, 2011 Black & Veatch Corp. 9441 LBJ Freeway — Suite 114 Dallas, Texas 75243 Attn: Mrs. 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-90) — Provide Spare Stator for the Progressive Cavity Pumps per the request of the Owner and Engineer Dear Laura, Eagle Contracting, L.P. proposes to supply a spare Stator for the Progressive Cavity Pumps as requested. Please note that this is a spare and will not be installed. The Total Lump Sum Amount of this proposal is One Thousand Seven Hundred and Seventy Eight Dollars and Seventy -Three Cents ($1,778.73). Sincerely, r lenn Grant Project Manager cc: File (Proposals), Lubbock — Zoltan Fekete, B&V — Rich Houghton & Field P.O. Box 1600 a Keller, Texas 76244 0 Metro (817) 379-1897 a Metro (817) 379-0610 Fax Eagle Contracting, L.P. SEWRP - Lubbock Job No. 171 Work Description: Supply Spare Stator for the Progressive Cavity Pumps as requested Ref. Date: June 24, 2011 Proposal: PCM-90 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS SUBCONTRACT $ $ Supply a snare Stator for the Progressive Cavity Pumps Note: This is a spare part and this proposal does not include installation of this Stator Supply Spare Stator- Is not drilled for 1 Is 1,009.00. 1,009.00 0.00 Run Dry Protection ; 0.00 0.00 Freight to Lubbock 1 Is 500.00 500.00 0.00 0.00 0.00 0.00 1,509.00 TOTAL LABOR 0.00 0.00 TOTAL LABOR W/O BURDEN 0.00 LABOR BURDEN/BNFTS - 52% ` 0.00 0.00 TOTAL LABOR TOTAL MATERIALS 1,509.00 TOTAL SUBCONTRACTS 0.00 1.509.00 SUBTOTAL INSURANCE @ 2-1/2% 37.73 1,546.73 SUBTOTAL OH&P@15% 232.01 1,778.73 TOTAL ( j j SEWRP - Lubbock 1VGLZZ,%,111I.--plat,0111LoUL otaw1 111VL. 1V1 L1111L LKL111C1r,1.0 Vy 1%U1111111r, 1.li.' - 1 U11VV: Ll1"11 1 -5� 1 ` 1 Netzsch Replacement Stator Price for unit damaged by Running Dry Thursday, June 23, 2011 3:31 PM From: "Andy Spicher" <aspicher@Hartwellenv.com> To: "Ron Bray" <r.bray@eaglecontractinglp.com> Cc: "Glenn Grant" <g.grant@eaglecontractinglp.com>, "Peter Lurk" <plunk@Hartwellenv.com> Ron: Here is the quote for the replacement stator that was damaged due to allowing it to run dry — these prices do not include freight. The question is whether the City will want to replace the damaged Stator with one that is set-up for Run -Dry Protection or not. I've given both options here: Our sales price for part number NDB4954070 is $1,009.00 and we have 6 in stock. Our sales price for part number NDB4955745 is $1,137.00 and delivery time is approximately 2-3 days. Both stators are the same size and material, however part number NDB4955745 is drilled and tapped for the STP3 stator probe. Best Regards, Andy Spicher, P.E. Hartwell Environmental Corp. Office Tel: 817/446-9500 Mobile: 817/602-9358 http ://us.mc5.maiI.yahoo. com/mc/showMessage?fid=Inbox&mid=1 _26284_ANZWv9EA... 6/23/2011 lt'Gigtll W1 StalUl - I al1UU: lvlall 1 "r,- 1 V 4 1 freight for stator From: "Andy Spicher" <aspicher@Hartwellenv.com> To: "glenn grant" <g.grant@eaglecontractingip.com> Cc: "Peter Lunk" <plunk@Hartwellenv.com> Use $500 for freight for the stator. Best Regards, Andy Spicher, P.E. Hartwell Environmental Corp. Office Tel: 817/446-9500 Mobile: 817/602-9358 Friday, 3une 24, 2011 9:08 AM http://us.mc5.mail.yahoo.com/mc/showMessage?fid=Inbox&mid=1_3 8355_ANpWv9EA... 6/24/2011 BLACK & VEATCH a 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 Subject: Dear Mr. Grant: B&V Project 140092.6100 B&V File G-1.6 May 27, 2011 Hydrogritter Discharge Chute Based on discussions with the Owner, Eagle is being requested to modify the discharge chute on the existing Wemco Hydrogritter (DWS-1320). The existing discharge chute at the discharge opening shall be removed and replaced with a stainless steel plate that will direct the dewatered grit to the center of the dumpster. The plate shall be at an angle that it will end above the top of the dumpster and not impede the removal of the dumpster. The Contractor shall coordinate with the equipment supplier on weight limitations of the plate so as to not damage the existing equipment and how to connect the plate the equipment. The length and slope of the plate shall be coordinated in the field based on the existing dumpster dimensions. The warranty to the hydrogritter shall not be voided based on this additional work. See attached figure for a schematic. If Eagle believes that this is additional work, a cost proposal including all additional costs shall be submitted for review. The additional work shall be executed in accordance with the Contract Documents. Eagle is not authorized to complete any additional work until the work is included in a signed change order Please feel free to call me at 214/570-7076 should you have any questions. Sincerely, BLACK & VEATCH Laura A. Stratton, P.E. Engineering Manager LAS cc: Mr. Zoltan Fekete, City of Lubbock, pdf copy Ms. Mary Gonzales, City of Lubbock, pdf copy Mr. Rich Houghton, B&V, pdf copy Black & Veatch Corporation • 9441 I-BJ Freeway • Suite 114 • Dallas, TX 75243 USA - Telephone: 214.570.700o Black & Veatch Corporation - Registration No. F-258 No Text August 12, 2011 Black & Veatch Corp. 9441 LBJ Freeway —Suite 114 Dallas, Texas 75243 Attn: Mrs. 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-92) — Design, fabricate and install two Stainless Steel Discharge Chutes for the Hydrogritters per the Owner's request Dear Laura, Eagle Contracting, L.P. proposes to furnish and install two stainless steel discharge chutes for the Hydrogritters per the template approved by the Owner and the Engineer's request letter dated May 27, 2011 for the Total Lump Sum Amount of One Thousand Four Hundred and Thirty Six Dollars and Twenty Cents ($1,436.20). Sincerely, rant Project Manager cc: File (Proposals), Lubbock — Zoltan Fekete, B&V — Rich Houghton & 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 Date: August 12, 2011 Job No. 171 Proposal: PCM-92 Work Description: Provide Stainless Steel Chutes for the two Hydrogritters Ref. Black & Veatch request dated May 27, 2011 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS SUBCONTRACT $ $ Fabricate Chute Template acceptable to Owner then fab & i Install two new SS Chutes Fabricate & Mount Template Chute acceptable to Owner Materials 1 Is 100.00 100.00 0.00 (1man x 8hrs) 8 mhs 0.00 16.70 133.60 0.00 0.00 New SS Chutes I 2. ea I 415.00 830.00 0.00 Oman x 3hrs) I 3 mhs 0.00 16.70 50.10 Small Tools (5% of labor) 1 Is i 183.70 9.19 0.00 939.19 TOTAL LABOR 183.70 0.00 TOTAL LABOR W/O BURDEN 183.70 LABOR BURDEN/BNFTS - 52% 95.52 TOTAL LABOR 279.22 TOTAL MATERIALS 939.19 TOTAL SUBCONTRACTS 0.00 SUBTOTAL 1,218.41 INSURANCE @ 2-1/2% 30.46 SUBTOTAL j 1,248.87 OH&P@15% 187.33 TOTAL j 1,436.20 SEWRP - Lubbock 08/11/2011 17:40 FAX 8067446651 CANON craft, Incorporated 917 Clovis Road ubbock, Texas 79415 W) 744-6651 / Fax (806) 744-5063 www.texcrakbiz August 11, 2011 0 0002/0002 Texcraft would like to submit a bid to Eagle Contracting on the following: 10 gauge 304 2B Stainless Trough 14" diameter x 41" long with IV' long x 3" tall divider in one end. 2 pieces @ $415.00 each We appreciate the opportunity to quote this job to Eagle Contracting. We would ask for 17 -- 24 days for delivery after the purchase order has been received. Thank you, 4eD A Dwayne Bandy Z00/Z002 OJO 2UTIORdJU00 91SUR F+(- yyg 9t:t IM 110Z/ZT/80 1. r 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 Subject: Dear Mr. Grant: hr-L D JUN 2 3 2011 B&V Project 140092.6100 B&V File G-1.6 May 27, 2011 Hydrogritter Discharge Chute Based on discussions with the Owner, Eagle is being requested to modify the discharge chute on the existing Wemco Hydrogritter (DWS-1320). The existing discharge chute at the discharge opening shall be removed and replaced with a stainless steel plate that will direct the dewatered grit to the center of the dumpster. The plate shall be at an angle that it will end above the top of the dumpster and not impede the removal of the dumpster. The Contractor shall coordinate with the equipment supplier on weight limitations of the plate so as to not damage the existing equipment and how to connect the plate the equipment. The length and slope of the plate shall be coordinated in the field based on the existing dumpster dimensions. The warranty to the hydrogritter shall not be voided based on this additional work. See attached figure for a schematic. If Eagle believes that this is additional work, a cost proposal including all additional costs shall be submitted for review. The additional work shall be executed in accordance with the Contract Documents. Eagle is not authorized to complete any additional work until the work is included in a signed change order Please feel free to call me at 214/570-7076 should you have any questions. Sincerely, BLACK & VEATCH Laura A. Stratton, P.E. Engineering Manager LAS cc: Mr. Zoltan Fekete, City of Lubbock, pdf copy Ms. Mary Gonzales, City of Lubbock, pdf copy Mr. Rich Houghton, B&V, pdf copy Black & Veatch Corporation - 9441 LBJ Freeway - Suite 114 • Dallas, TX 75243 USA - Telephone: 214.570.7000 Black & Veatch Corporation - Registration No. F•258 Remove existing chute Install new plate that discharges at the center of the dumpster BLACK & VEATCH building a world of difference - ENERGY WATER INFORMATION GOVERNMENT City of Lubbock, Texas Southeast Water Reclamation Plant Contract No. 6 Mr. Glenn Grant Eagle Contracting, L.P. P.O. Box 1600 Keller, TX 76244 Dear Mr. Grant: B&V Project 140092.6100 B&V File G-1.6 August 4, 2011 Subject: Existing pump SP-501/New pump PRSC-P-4103 Eagle is being requested to not install new pump PRSC-P-4103 and leave existing Moyno pump SP-501 located in the Primary Sludge Pumping Station No 1 in place. All materials associated with P-4103 shall be turned over to the Owner (pump, piping, valves). Pump SP-501 will need to operate as P-4103 would have operated and revisions shall be made to the wiring and control points as close as practicable to the design configurations for pump PRSC-P-4103 as described in the contract documents. Existing pump SP-501 will need the following input/output signals wired to RTU-7 (Field verify and add those necessary): Digital Input - PUMP IN REMOTE Digital Input - PUMP RUNNING Digital Input - PUMP FAIL Digital Output - PUMP RUN COMMAND The tag for existing pump SP-501 should be updated to reflect the new tagging scheme and any existing nameplate information modified or replaced to reflect the pump's new tag PRSC-P-4103, etc. We request the Eagle submit a cost credit for this change in scope. Please feel free to call me at 214/570-7076 should you have any questions. Sincerely, BLACK & VEATCH Laura A. Stratton, P.E. Engineering Manager LAS cc: Mr. Zoltan Fekete, City of Lubbock, pdf copy Ms. Mary Gonzales, City of Lubbock, pdf copy Black & Veatch Corporation 9441 LBJ Freeway • Suite 114 • Dallas, TX 75243 USA • Telephone: 214.570.7oo0 Black & Veatch Corporation - Registration No. F-258 August 23, 2011 Black & Veatch Corp. 9441 LBJ Freeway —Suite 114 Dallas, Texas 75243 Attn: Mrs. 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-93) — Delete Installation of Progressive Cavity Pump PRSC-P-4103 per B&V request letter 8-4-11 and Add Costs to Dewater Filter Demolition Area Flooded by Plant Dear Laura, Eagle Contracting, L.P. proposes to delete the installation of the PC Pump PRSC- P-4103 inside the existing Primary Sludge Pump Station #1 per the Engineer's request letter dated 8-4-2011 and also be compensated for our costs pumping out the sewage that backed up into the Filter Demolition Area due to the Plant turning on a pump inside EPS 1 for the Total Lump Sum Deductive Amount of One Thousand One Hundred and Fifty Seven Dollars and Twenty Three Cents ($1,157.23). Sincerely, GI Grant Project Manager cc: File (Proposals), Lubbock —Zoltan Fekete, Wood Franklin & Mary Gonzales & 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 Date: August 23, 2011 Proposal: PCM-93 Work Description: Delete installation of Pump PRSC-P-4103 in PSPS#1 and Retrieve costs for Flooding of Filter Demo.area Ref. Black & Veatch request dated August 4, 2011 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS SUBCONTRACT $ $ Existing Pump SP-501/New I i ! I Purnu PRSC-P-4103 Delete demo of pump, pad & pipe -8 mhs i i 16.70 (133.60 (2men x 4hrs) Delete new conc pad/sprts (2men x 12 hrs) -24 mhs 16.70 (400.80) Delete concrete/rebar & forms -2 cy 150.00 (300.00 Delete Pump/pipe install (2menx8hrs) -16 ; mhs 16.70 (267.20 Delete Painting ( -1 , Is I (240.00� Small Tools (5% of labor) I 1 Is (534.40 (26.72 Add costs to dewater Filter 4 ; Demolition due to flooding from EPS1 Pump turned on by Plant Electrical Note: Lost 3 days on demo to pump sewage out of demolition area. ' labor to pump out sewage 16 mhs 16.70 267.20 (I man x 16hrs) 3" gas Pump (3days) 1 wk 250.00 250.00 (240.00) (76.72 TOTAL LABOR i ' (534.40 0.00 TOTAL LABOR W/O BURDEN (534.40 ABOR BURDEN/BNFTS - 52% 277,89 TOTAL LABOR (812,29 TOTAL MATERIALS (76.72 TOTAL SUBCONTRACTS ! i 240.00 SUBTOTAL I (1,129.01 NSURANCE @ 2-1/2% 28.23 TOTAL j. I (1,157.23 SEWRP - Lubbock RE: Request for Deduct - Do not paint pump PRSC-P-4103 inside PSPS#1 - Yahoo! Mail Page 1 of 1 RE: Request for Deduct - Do not paint pump PRSC-P-4103 inside PSPS#1 Friday, August 19, 2011 11:03 AM From: "Bill Weale" <bweale@midwestcoatings.com> To: "'glenn grant'"<g.grant@eaglecontractingip.com> Glenn, � —� '' Are credit to paint the pip' g is $240.00. The Pump has already een painted Regards, Bill From: glenn grant[mailto:g.grant@eaglecontractingip.com] Sent: Monday, August 15, 2011 4:14 PM To: Bill Weale Cc: Ronald Bray Subject: Request for Deduct - Do not paint pump PRSC-P-4103 inside PSPS#1 MI Attached is a letter from the engineer that directs us not to install sludge pump PRSC-P-4103 inside the existing Primary Sludge Pump Station #1. This letter also requests a credit to not install this new pump. Please get me your credit to not paint this pump and its associated piping. Glenn Grant Eagle Contracting, L.P. http://us.mc5.mail.yahoo.com/me/showMessage?sMid=2&filterBy=&.rand=4683 81825&... 8/19/2011 1\c. O.LS VV 1xx - LUVUVLd1. `1`Gl1UGAL 1Vl j_Sar,'1G LJVJLD 1V1 L+lVcUILLp Vl 11VVldlilr, "A ii1V RL 1'11LG1J a... CdrV 1 V1 1 Re: SEWRP - Lubbock (Request for Eagle costs for cleanup of flooding demo at Filters and cleanup of Filter spill into new Filters construction at Plant 4) Friday, August 12, 2011 3;17 PM From: "Ron Bray" <r.bray@eaglecontractinglp.com> To: "glenn grant"<g.grant@eaglecontractinglp.com> Glenn, • , It took 3 days to pump down the old -Filters with 2 days of labor for one man to lower the pump further down as the water level dropped. 11 We used a 3 " gas pump so this was shut off each afternoon when we left site for the day. The water came to the top of the stairs but the backwash pump was shut down at that level. It didn't flow out on to the ground Ron Bray Project Superintendent Eagle Contracting LP 817-401 9653 0 BLACK& VEATCH Q 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 160.0 Keller, TX 76244 Subject: Dear Mr. Grant: B&V Project 140092.6100 B&V File-G-1.6 August 4, 2011 Existing. pump SP-501/New pump PRSC-P-4103 Eagle is being requested to not install new pump PRSC-P-4103 and leave existing Moyno pump SP-501 located in the Primary Sludge Pumping Station No 1 in place. All materials associated with P-4103 shall be turned over to the Owner (pump,. piping, valves). Pump SP-601 will need to operate as P-4103 .would have operated and revisions shall be made to the wiring and control points as close as practicable to the design configurations for pump PRSG-P•4103 as described In the contract documents. Existing. pump SP-501 will need the following input/output signals wired to FRTU-7 (Field verify and add those necessary): Digital Input - PUMP IN REMOTE Digital Input - PUMP RUNNING Digital Input - PUMP FAIL Digital Output - PUMP RUN COMMAND The tag for existing pump SP-501 should be updated to reflect the new tagging scheme and any existing nameplate Information modified or replaced to reflect the pump's new tag PRSC-P-4103, etc. We request the Eagle submit a cost credit for this change in scope. Please feel free to call me at 214/570-7076 should you have any questions. Sincerely, BLACK & VEATCH Laura A. Stratton, R.E. Engineering Manager LAS cc, Mr. Zoltan Fekete, City of Lubbock, pdf copy Ms. Mary Gonzales, City of Lubbock, pdf copy Blade & Veatch corporation • 9441 LBJ Freeway • Suite 114 • Kailas, TX 75243 USA - Telephone: 214.570.7000 Black & Veatch Corporation - Registration No. F-258 Request for Deduct - Do not paint pump PRSC-P-4103 inside PSPS#1 - Yahoo! Mail Page 1 of 1 Request for Deduct - Do not paint pump PRSC-P-4103 inside PSPS#1 From. "glenn grant"<g.grant@eaglecontractingip.com> To: "Bill Weale" <bweale@midwestcoatings.com> Cc: "Ronald Bray" <r.bray@eaglecontractingip.com> 1 File (44KB) 'Y Request f... 0 Monday, August 15, 2011 4:14 PM Attached is a letter from the engineer that directs us not to install sludge pump PRSC-P-4103 inside the existing Primary Sludge Pump Station #1. This letter also requests a credit to not install this new pump. Please get me your credit to not paint this pump and its associated piping. Glenn Grant Eagle Contracting, L.P. http://us.mc5.mail.yahoo.com/mc/showMessage?sMid=O&fid=Sent&filterBy=&.rand=197... 8/15/2011 h ni I i Yxf}Si' ii (ta n I.., I • I MtDWEST COATINGS, INC. ,I, � , ,,, �,• , , Southeast Water Reclamation Improvements Subcontract No. 171-0994 Lubbock, Texas i CONTINUATION SHEET t APPLICATION AND CERTIFICATION FOR PAYMENT APPLICATION NO. 19 APPLICATION DATE: 11/24/10 PERIOD TO: 11/30/10 A B C D E F G H WORK COMPLETED MATERIALS TOTAL ITEM NO. DESCRIPTION OF WORK SCHEDULED VALUE FROM PREVIOUS NPPLICATIONS D+ THIS PERIOD PRESENTLY STORED NOT IN D ORE COMPLETED AND STORED TO DATE % BALANCE TO FINISH C-G Z 1Fsubmittawmobittzation 3oncrateCoatin 5 6 7 8 9 10 11 12 14 15 Interned. Ls- Patneng sec.Cwdfier- Concrete Coaling sec. Clarifier- Painting the s Etec etdg sec, si a Ps Pdrna Dlat.sin,a Prim SludgePs#2 Pd. Ctadfler#3-Concrete Ctngs Pd. Clarifier #3-Pamgng Haas Pumping Mods $7 975.00 $3 000.00 $70 000.00 $22 000.00 $1:800.00 $29 500.00 $2 000.00 $25 000.00 $13 000.00 $18 000.00 $29 000.00 $31390.00 $2 500.00 7.975.00 3,000.00 $70 000.00 $22 000.00 $1,800.00 $29 500.00 $2 000.00 $23 750.00 $13 000.00 $18 000.00 $29 000.00 $31.390.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0.001 $0.001 .$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 $7 975.00 $3,000.00 $70 000.00 $22 000.00 $1.800.00 $29,500.00 $2 000.00 $23 750.00 $13 000.00 $18 000.00 $29 000.00 $31,390.00 $0.00 100 100$0.00 100 100 100 100 100 95 100 100 100 100 0 0.00 $0.00 $0.00 $0.00 $0.00 $0.00 1 250.00 0.00 $0.00 $0.00 $0.00 $2,500.00 16 17 18 19 Pdma siu ePs#1 BNR#3 MHA 7 Interior untry5 Headwaft-Concrete Ctng $4.000.00 $20 000.00 000.00 $24,000.00 $1 600.00 $20,000.00 $4,900.00 $24,000.00 $0.00 $0.00 $0.00 $0.00 $0.001 $0.00 $0.00 $0.00 $1600.00 $20 000.00 $4 900.00 $24,000.00 40 100 98 100 $2,400.00 $0.00 $100.00 $0.00 20 Headworks-Palntin $12,000.00 $12,000.00 $0.00 $0.00 $12,000.00 100 $0.00 21 1131owerBtd . $15000.00 $0.00 $0.00 $0.00 $0.00 0 $15,000.00 22 Plant4 • uV Disinfai $8 000.00 $7 600.00 $0.00 $0.00 $7 600.00 95 $400.00 23 MH•44Interior unkV $3;000.00 $2 850.00 $0.00 $0.00 $2,850.00 95 $150.00 24 BNR Elec. Bldg. $2,000.00 $2 000.00 $0.00 $0.00 $2 000.00 100 $0,00 25 FemcFacm- concrete coa s $26,000.00 $26 000.00 0.00 $0.00 $26 000.00 100 $0.00 26 FerdcFecBty-Painting $2000.00 $1,800.00 $0.00 $0.00 $1,800.00 90 $200.00 27 FxistingeNR#1 $20,000.00 $0.00 $8,000.00 $0.00 $8 000.00 40 $12.000.00 28 Plant 4•Filter Complex $21 000.00 $6,300.00 $4 200.00 $0.00 $10 500.00 50 $10 500.00 29 MH-43lntedor unIm $3 000.00 $0.00 $0.00 $0.00 $0.00 0 $3 000.00 30 MK45S46Interior Linn $6,000.00 $0.00 $0.00 $0.00 $0.00 0 $6,000.00 31 Existing aNR#2 $20 000.00 $12,000.00 $0.00 $0.00 $12,000.00 60 $8,000.00 32 Fm ungsacon cianneraMods $1 000.00 $1 000.00 $0.00 $0.00 $1 000.00 100 $0.00 33 Existing lnWentLS $3.000.00 $0.00 $0.00 $0.00 $0.00 0 $3 000.00 34 Planr#3DrainPs $1810.00 $0.00 $1810.00 $0.00 $1010.00 100 $0.00 35 Plant #311V Disinfection $5,000.00 $4 750.00 $250.00 $0.00 $5 000.00 100 $0.00 36 Plant#3 Rter Complex $16 000.00 $13 600.00 $2 400:00 . $0.00 $16 000.00 100 0.00 37 cc-s t mm 3 $4 620.00 $4.158.001 $0.00 $0.00 $4.158.00 190 $462.00 TOTAL $477 596.00 $396,973.001 $16,660.001 $0.00,1 $412,631 0 86.40elo $64,962.00 BLACKV ATC 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 Subject: Dear Mr. Grant: B&V Project 140092.6100 B&V File G-1.6 July 1, 2011 Existing pump TW-1203/New pump TWAS-P-2503 Eagle is being requested to not install new pump TWAS-P-2503 and leave existing Moyno pump TW- 1203 located in the Solids Handling building in place. All materials associated with P-2503 shall be turned over to the Owner (pump, piping, valves, AFD). The existing pump TW-1203 AFD, associated wiring, and control points shall be modified as necessary to match as close as practicable the design configurations for pumps TWAS-2501 and TWAS-2502 as described in the contract documents and associated change orders. Attached is a brief one -line for use in the wiring of the AFDs for these pumps. This one -line should help clarify ongoing discussion concerning RFI-139. Note the tag for existing pump TW-1203 should be updated to reflect the new tagging scheme and any existing nameplate information modified or replaced to reflect the pump's new tag TWAS-P-2503, AFD- 2503, etc. The work associated with the other two pumps shall be completed per the contract and all change orders. We request the Eagle submit a cost credit for this change in scope. Please feel free to call me at 214/570-7076 should you have any questions. Sincerely, BLACK & VEATCH Laura A. Stratton, P.E. Engineering Manager LAS Attachment cc: Mr. Zoltan Fekete, City of Lubbock, pdf copy Ms. Mary Gonzales, City of Lubbock, pdf copy Mr. Rich Houghton, B&V, pdf copy Black & Veatch corporation 9441 LBJ Freeway Suite 114 Dallas, TX 75243 USA Telephone: 214.570.7000 Black & Veatch Corporation - Registration No. F-258 I I � I I -XI A kW CD I 1� 4j r� 4/ .� r� t Glf 11 I August 29, 2011 Black & Veatch Corp. 9441 LBJ Freeway — Suite 114 Dallas, Texas 75243 Attn: Mrs. Laura Stratton RE: Southeast Water Reclamation Plant Improvements Contract ITB # 07-730-13M — Project # 92126 The City of Lubbock, Texas Black & Veatch Corporation Subj.: Proposed Contract Modification (PCM-94) — Delete Installation of Double Disc Pump TWAS-P-2503 per B&V request letter 7-1-11 and Add Costs to Dewater new Filter 4 Construction Area Flooded by Plant (Existing Filters overflowed) Dear Laura, Eagle Contracting, L.P. proposes to delete the installation of the Double Disc Pump TWAS-P-2503 inside the existing Solids Building per the Engineer's request letter dated 7-1-2011 and also be compensated for our costs pumping out the sewage that overflowed the existing Filters and wound up in our construction work of the new Filter 4 Basin for the Total Lump Sum Deductive Amount of Nine Hundred and Ninety Eight Dollars and Twenty Six Cents (-$998.26). Sincerely, enn Grant Project Manager cc: File (Proposals), Lubbock — Zoltan Fekete, Wood Franklin & Mary Gonzales & Field P.O. Box 1600 0 Keller, Texas 76244 0 Metro (817) 379-1897 Metro (817) 379-0610 Fax Eagle Contracting, L.P. SEWRP - Lubbock Job No. 171 Date: August 29, 2011 Proposal: PCM-94 Work Description: Delete Installation-TWAS Pump TWAS-P-2503 & Cleanup Sewwge Spill from Existing Filters into new Filters Ref. Black & Veatch request dated July 1, 2011 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS SUBCONTRACT $ $ Existing Pump TW-1203/New I I I Pump TWAS-P-2503 Delete demo of Pump TW-1203 & Pipe -6 mhs ` 16.70 (100.20 (2men x 3hrs) Delete pump pad & pedestals demo- -6 mhs 16.70 (100.20 Pump TW-1203 i (2men x 3hrs) Delete new conc pump & pedstal pads -1 cy 175.00 (175.00) (2men x 6hrs) -12 mhs i 16.70 (200.40 Delete installation of new pump & pipe -6 1 mhs 16.70 (100.20 (2men x 3hrs) j Delete Painting 1 Is (940.00)1 Small Tools (5% of labor) 1 Is (183.70) (9.19 Add costs to dewater New Filter 4 Slab due to flooding from Existing Filters Overflowing During the Night Note: Lost 2 days on wall forms to pump I sewage out of new Filter 4 area & ' cut drainage swale to drain future spills away from new Filter Construction. (2men x 8hrs + 1 man x 3hrs) 191 mhs I 16.70 317.30 Gas Dewatering Pump ' Dozer 21 0.061 day mo ! 85.00 170.00 , 3,000.001 180.00 (' Fuel, Oil & Gas (30% of Rent) 1 Is 265.00 j 79.501 TOTAL LABOR I (940.00 245.32 (183.70 0.00 TOTAL LABOR W/0 BURDEN (183.70 ABOR BURDEN/BNFTS - 52% I , I 95.52 TOTAL LABOR I (279.22 TOTAL MATERIALS 245.32 I"OTAL SUBCONTRACTS 1 I i 940.00 SUBTOTAL (973.91 NSURANCE @ 2-1/2% I 24.35 TOTAL I (998.26 SEWRP - Lubbock RE: SEWRP - Lubbock (Request for Deduct - do not install TWAS-P-2503) - Yahoo! Mail Page 1 of 1 `-+ RE: SEWRP - Lubbock (Request for Deduct - do not install: TWAS-P-2503) Friday, August 26, 2011 4:55 PM From: "Bill Weale" <bweale@midwestcoatings.com> To: "'glenn grant"'<g.grant@eaglecontractingIp.com> Glenn, Are credit to paint the pump & piping is $940.00. Regards, Bill From: glenn grant[mailto:g.grant@eaglecontractinglp.com] Sent: Thursday, August 25, 2011 2:46 PM To: Bill Weale Cc: Ronald Bray Subject: SEWRP - Lubbock (Request for Deduct - do not install TWAS-P-2503) Bill, Please get me your deduct to not paint TWAS-P-2503 since the owner does not want us to install this pump or its piping (see attached). They want a credit from us. Glenn Grant Eagle Contracting, L.P. http://us.mc5.mail.yahoo.com/mc/showMessage?sMid=8&fllterBy=&.rand=115 6169702&... 8/29/2011 Filter 4 flood - Yahoo! Mail Page 1 of 1 Filter 4 flood From: "Ron Bray" <r.bray@eaglecontractingip.com> To: "Glenn Grant" <g.grant@eaglecontractingip.com> Glenn, Filter 4 flood during construction: 3" pump -1 day 2" pump - 1 day 2 men x 8 hrs ea = 16 man hrs to maintain pumps and muck out silt. Build burm around excavation Loader 3 hrs + operator Regards Ron Ron Bray Project Superintendent Eagle Contracting LP 817-401 9653 Monday, August 29, 2011 3:32 PM http://Us.mc5. mail.yahoo.com/me/showMessage?sMid=O&filterBy=&.rand=1259273 920&... 8/29/2011 BLACK & VETCH lia. building a world of difference - ENERGY WATER IMFORMATION 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 Subject: Dear Mr. Grant: B&V Project 140092.6100 B&V File G-1.6 July 1, 2011 Existing pump TW-1203/New pump TWAS-P-2503 Eagle is being requested to not install new pump TWAS-P-2503 and leave existing Moyno pump TW- 1203 located in the Solids Handling building in place. All materials associated with P-2503 shall be turned over to the Owner (pump, piping, valves, AFD). The existing pump TW-1203 AFD, associated wiring, and control points shall be modified as necessary to match as close as practicable the design configurations for pumps TWAS-2501 and TWAS-2502 as described in the contract documents and associated change orders. Attached is a brief one -line for use in the wiring of the AFDs for these pumps. This one -line should help clarify ongoing discussion concerning RFI-139. Note the tag for existing pump TW-1203 should be updated to reflect the new tagging scheme and any existing nameplate information modified or replaced to reflect the pump's new tag TWAS-P-2503, AFD- 2503, etc. The work associated with the other two pumps shall be completed per the contract and all change orders. We request the Eagle submit a cost credit for this change in scope. Please feel free to call me at 214/570-7076 should you have any questions. Sincerely, BLACK & VEATCH Laura A. Stratton, P.E. Engineering Manager LAS Attachment cc: Mr. Zoltan Fekete, City of Lubbock, pdf copy Ms. Mary Gonzales, City of Lubbock, pdf copy Mr. Rich Houghton, B&V, pdf copy Black & Veatch Corporation • 9441 LBJ Freeway • Suite 114 • Dallas, TX 75243 USA - Telephone: 214.570.7000 Black & Veatch Corporation - Registration No. F•259 ]_.s m6beld o .-tl{Pfereoce. t .. s 1 � - } + � _•- ---i-'�--' - ___._�'__..�_l-_.,yam..._ _ _ Ck .. ___.. ..... ._ .. _ •� _ — � _.� T.� _-per; .,___._. -- ..-- �(c��e..� �'%I/� a (c ��� � . "%��lj ��ae. �c,►iv e � -��c�e�ttry�r � _Sergi �-� ��re; --- �- / .. August 30, 2011 Black & Veatch Corp. 9441 LBJ Freeway — Suite 114 Dallas, Texas 75243 Attn: Mrs. 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-94R) — Delete Installation of Double Disc Pump TWAS-P-2503 per B&V request letter 7-1-11 and Add Costs to Dewater new Filter 4 Construction Area Flooded by Plant (Existing Filters overflowed) Dear Laura, Eagle Contracting, L.P. proposes to delete the installation of the Double Disc Pump TWAS-P-2503 inside the existing Solids Building per the Engineer's request letter dated 7-1-2011 and also be compensated for our costs pumping out the sewage that overflowed the existing Filters and wound up in our construction work of the new Filter 4 Basin for the Total Lump Sum Deductive Amount of One Thousand Six Hundred and Forty Three Dollars and Twenty Four Cents ($1,643.24). Sincerely, Grant Project Manager cc: File (Proposals), Lubbock — Zoltan Fekete, Wood Franklin & Mary Gonzales & 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 Date: August 30, 2011 Proposal: PCM-94R Work Description: Delete Installation-TWAS Pump TWAS-P-2503 & Cleanup Sewwge Spill from Existing Filters into new Filters Ref. Black & Veatch request dated July 1, 2011 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS SUBCONTRACT $ $ Existing Pump TW-1203/New ( I Pump TWAS-P-2503 3 Delete demo of Pump TW-1203 & Pipe ' -6 i mhs I I 16.70 (100.20 (2men x 3hrs) Delete pump pad & pedestals demo- -6 mhs 16.70 (100.20 Pump TW-1203 (2men x 3hrs) I Delete new conc pump & pedstal pads -1 cy I I 175.00 I I (175.00 (2men x 6hrs) -12 mhs I 16.70 (200.40 Delete installation of new pump & pipe -6 mhs 16.70 (100.20) (2men x 3hrs) Delete re -alignment of TW1202 -24 mhs 16.70 (400.80 (2men x 12hrs) note: header work included above Delete Painting 1 is (940.00 Small Tools (5% of labor) 1 Is (584,50 (29.23 Add costs to dewater New Filter 4 Slab due to flooding from Existing Filters Overflowing During the Night ! Note: Lost 2 days on wall forms to pump i sewage out of new Filter 4 area & cut drainage swale to drain future spills away from new Filter Construction. (2men x 8hrs + 1man x 3hrs) 19 mhs 16.70 317.30 Gas Dewatering Pump 2 day 85.00 170.00 Dozer 0.06 mo 3,000.00 = 180.00 Fuel, Oil & Gas (30% of Rent) 1 Is 265.00 79.50 (940.00) 225.28 TOTAL LABOR (584.50 I i 0.00 TOTAL LABOR W/O BURDEN (584.50 LABOR BURDEN/BNFTS - 52% i 303.94 (888.44 TOTAL LABOR TOTAL MATERIALS ' 225.28 TOTAL SUBCONTRACTS I I ( 940.00 (1,603.17 SUBTOTAL NSURANCE @ 2-1/2% 40.08 TOTAL (1,643.24 SEWRP - Lubbock RE: SEWRP -Lubbock (Request for Deduct -do not install TWAS-P-2503) - Yahool Mail Page 1 of 1 SMALL ]BUSINESS RE: SEWRP - Lubbock (Request for Deduct - do not install TWAS-P-2503) Friday, August 26, 2011 4:55 PM From: "Bill weale" <bweale@mldwestcoatings.com> To: "'glenn grant'"<g.grant@eaglecontractingip.com> Glenn, Are credit to paint the pump & piping is $940.00. Regards, Bill From: glenn grant[mailto:g.grant@eaglecontractinglp.com] Sent: Thursday, August 25, 2011 2:46 PM To: Bill Weale Cc: Ronald Bray Subject: SEWRP - Lubbock (Request for Deduct - do not install TWAS-P-2503) Bill, Please get me your deduct to not paint TWAS-P-2503 since the owner does not want us to install this pump or it's piping (see attached). They want a credit from us. Glenn Grant Eagle Contracting, L.P. http://us.mc5.mail.yahoo.com/mc/showMessage?sMid=8 &filterBy=&.rand=l 156169702&... 8/29/2011 Filter 4 flood - Yahoo? Mail Page 1 of 1 "VAVO SMALL BUSINESS Filter 4 flood Monday, August 29, 2011 3:32 PM . From: "Ron Bray" <r.bray@eaglecontractinglp.com> To: "Glenn Grant"<g.grant@eaglecontractingip.com> Glenn, Filter 4flood during construction: 3" pump -1 day 2" pump - 1 day 2 men x 8 hrs ea = 16 man hrs to maintain pumps and muck out silt. Build burm around excavation Loader 3 hrs + operator Regards Ron Ron Bray Project Superintendent Eagle Contracting LP 817-401 9653 http://Us.mc5.mail.yahoo.com/me/showMessage?sMid=O&filterBy=&.rand=1259273920&... 8/29/2011 SLACK & 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 Subject: Dear Mr. Grant: B&V Project 140092.6100 B&V File G-1.6 July 1, 2011 Existing pump TW-1203/New pump TWAS-P-2503 Eagle is being requested to not install new pump TWAS-P-2503 and leave existing Moyno pump TW- 1203 located in the Solids Handling building in place. All materials associated with P2503 shall be turned over to the Owner (pump, piping; valves, AFD). The existing pump TW-1203 AFD, associated wiring, and control points shall be modified as necessary to match as close as practicable the design configurations for pumps TWAS-2501 and TWAS-2502 as described in the contract documents and associated change orders. Attached is a brief one -line for use in the wiring of the AFDs for these pumps. This one -line should help clarify ongoing discussion concerning RFIA 39. Note the tag for existing pump TW-1203 should be updated to reflect the new tagging scheme and any existing nameplate information modified or replaced to reflect the pump's new tag TWAS-P-2503, AFD- 2503, etc. The work associated with the other two pumps shall be completed per the contract and all change orders. We request the Eagle submit a cost credit for this change in scope. Please feel free to call me at 214/570-7076 should you have any questions. Sincerely, BLACK & VEATCH Xau4z2a�a�' Laura A. Stratton, P.E. Engineering Manager LAS Attachment cc: Mr. Zoltan Fekete, City of Lubbock, pdf copy Ms. Mary Gonzales, City of Lubbock, pdf copy Mr. Rich Houghton, B&V, pdf copy Black & Veatch Corporation • 9441 LBJ Freeway • Sufte 114 • Dallas, TX 75243 USA • Telephone: 214.570.7000 Black & Veatch Corporation - Registration No. F-25B p .O .h N Qi v1, Q r J "� N @ p O N �•' � :n N. m p S N f V N .=.'R. h N O m N+ V V M ^ O N ? 4^ O O O~ N : r • � t � 1 September 22, 2011 Black & Veatch Corp. 9441 LBJ Freeway — Suite 114 Dallas, Texas 75243 Attn: Mrs. 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-94R) — Delete Installation of Double Disc Pump TWAS-P-2503 per B&V request letter 7-1-11 & deletion of re -alignment of TW1202 and Add Costs to Dewater new Filter 4 Construction Area Flooded by Plant (Existing Filters overflowed) Dear Laura, Eagle Contracting, L.P. proposes to delete the installation of the Double Disc Pump TWAS-P-2503 inside the existing Solids Building per the Engineer's request letter dated 7-1-2011 & deletion of the realignment of TW1202 and also be compensated for our costs pumping out the sewage that overflowed the existing Filters and wound up in our construction work of the new Filter 4 Basin for the Total Lump Sum Deductive Amount of Four Thousand Eight Hundred and Forty One Dollars and Thirty One Cents ($4,841.31). Sincerely, KGrant ect Manager cc: File (Proposals), Lubbock — Zoltan Fekete, Wood Franklin & Mary Gonzales & 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 Date: September 22, 2011 Proposal: PCM-94R Work Description: Delete Installation-NewTWAS-P-2503 & Re -alignment of TW1202 and Cleanup Sewwge Spill from Existing Filters into the new Filters Ref. Black & Veatch request dated July 1, 2011 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS SUBCONTRACT $ $ Delete installation of new pump TWAS-P-2503 & Re -alignment of pump TW-1202 Deleted labor for 2503 & 1202 & Header -173 mhs 16.70 (2,889.10 Delete new conc pump & pedstal pads -1 cy 175.00 (175.00 Delete Painting 1 Is (940.00) Small Tools (5% of labor) 1 Is (2,571.80) (128.59 Add costs to dewater New Filter 4 Slab due to flooding from Existing Filters Overflowing During the Night Note: Lost 2 days on wall forms to pump sewage out of new Filter 4 area & cut drainage Swale to drain future spills away from new Filter Construction. (2men x 8hrs + 1 man x 3hrs) 19 mhs 16.70 317.30 Gas Dewatering Pump 2 day 85.00 170.00 Dozer 0.06 mo 3,000.00 180.00 Fuel, Oil & Gas (30% of Rent) 1 Is 265.00 79.50 (940.00) 125.91 TOTAL LABOR (2,571.80) 0.00 TOTAL LABOR W/O BURDEN I (2,571.80 LABOR BURDEN/BNFTS - 52% 1,337.34 (3,909.14 TOTAL LABOR TOTAL MATERIALS 125.91. TOTAL SUBCONTRACTS 940.00 (4,723.23 SUBTOTAL INSURANCE @ 2-1/2% 118.08 (4,841.31 TOTAL SEWRP - Lubbock June 23, 2011 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.: Polyurea Lining System failure inside the Effluent Trough of Primary Clarifier 93. — Letter from Coating Supplier Dear Laura, Enclosed please find Sherwin-Williams letter that describes why the lining system failed and recommends Repair Procedures for this lining inside the Effluent Trough of Primary Clarifier #3. With Kindest egar s, Gl rant Project Manager cc: File (Midwest Coatings), Black & Veatch — Rich Houghton & Lubbock — Zoltan Fekete & Field P.O. Box 1600 0 Keller, Texas 76244 0 Metro (817) 379-1897 0 Metro (817) 379-0610 Fax SHER ' N ILL Protective & marine Coatings Mr. Bill Weale Midwest Coatings, Inc 3701 S.B. 89`h Street Oklahoma City, OK 73135 bweale 0 midwestcoatings.com Re: Lubbock WWTP, Primary Clarifier #3 Effluent Trough Mr. Weale, June 22, 2011 The polyurea lining system installed on the above referenced structure was recently inspected by John Hilton of Sherwin-Williams as well as Wayner Whitehead of Midwest as well as representatives of the General Contractor and owner. The findings of that inspection were as follows: Significant portions of the trough had a top layer of Envirolastic AR425 which was poorly adhered to the underlying layer. The primer and basecoat appeared to be very well adhered and currently providing protection to the structure. An intercoat adhesion failure such as witnessed here is often caused by application of a second coat after the recoat window of the initial coat has been exceeded. After reviewing the job file with you, it was reported that that the second coat was applied to repair numerous pinholes and voids in the first coat of AR425. A sweep blast is reported to have been conducted between the two coats, but apparently was inadequate to produce long-term intercoat adhesion between the two coats. Given that your crews have already removed the majority of the second coat, our repair recommendations are as follows: Surface Preparation: Power wash entire trough to remove all dirt, grease, residues, unsound coatings and other surface contaminates. Sweep blast entire trough with suitable abrasive, pressure, and technique to create a surface roughness to promote adhesion of repair coat. Remove all dust, dirt, blast media and other surface contaminates. Priming: Apply Corobond HS Epoxy Primer to any bare concrete. Lining: Apply Envirolastic AR425 to achieve 40-60 mils DFT. Allow to cure a minimum of 24 hours prior to placing unit back in service. If there are questions on our findings, repair procedure, or any Sherwin-Williams coating, please contact me. Thank you again for your selection of quality Sherwin-Williams Protective & Marine Coatings. Regards, Ron Knecht NACE Certified Coating Inspector #4548 Ron Knecht • Area Sales Manager — Protective & Marne coatings TXO MM • The SherwfnNIflams Company 6706 East Sip St suite 170• Tulsa, OK 74133 • (918) 488.1830 • Fax (918) 488-6108 ron.knecht6 sherWn.com 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-1.3 July 8, 2011 Subject: Elastomeric Liner at Primary Clarifier 3 This letter is in regards to the repair plan presented in a letter dated June 22, 2011 by Ron Knect with Sherwin Williams to address the intercoat adhesion failure on the elastomeric liner applied in the Primary Clarifier No. 3 effluent flume. We do not have any concerns with the presented repair plan by Sherwin Williams. However, based on discussions during the progress meeting on July 6`h, we would like to explore the possibility of not repairing the liner. We request that members from the City, Eagle, and B&V inspect the condition of the concrete in the effluent troughs for existing Primary Clarifiers 1 and 2. This can be accomplished by opening the fiberglass trough covers and visually inspecting the concrete. We are interested in the concrete condition at and above the water line, as this would be the area most prone to corrosive conditions and concrete degradation. We recommend that each channel be inspected at five locations, as indicated in the attached figure. Photographs should be taken at each location and provided to the Engineer for review. Additionally, a credit proposal should be submitted for not repairing the lining. Once this inspection is complete and the credit proposal is received, the decision will be made as to whether the liner will be repaired or not. It is our understanding that inspection of the elastomeric lining system at the FS-1203 channel and the Intermediate Lift Station are tentatively scheduled for the week of July 18`h. At that time, the pull test for the repaired liner in Fine Screen channel FS-1202 will also occur. Findings shall be submitted to the Engineer for review after the inspections are complete. Please feel free to call me at 214/570-7076 should you have any questions. Sincerely, BLACK & VEATCH Laura A. Stratton, P.E. Engineering Manager LAS attachment cc: Mr. Zoltan Fekete, City of Lubbock, pdf copy Ms. Mary Gonzales, City of Lubbock, pdf copy Mr. Rich Houghton, B&V, pdf copy Mr. Dale Cherry, B&V, pdf copy Black & Veatch Corporation • 9441 LBJ Freeway • Suite 114 • Dallas, TX 75243 USA • Telephone: 214.570.7000 Black & Veatch Corporation - Registration No. F-258 rp.�• IeVTi.m ir•. -- �. MIMY¢IAt 1. MICK Ie. .OM GVYtKI.••. FNDAT 1� ON PLAN s. , arsxc. .rwamua Maio ru• aru�a R PLAN i �iiw„C•'.�'m. M Yon •. ra• .m.o car±n�ii{u�'QMnn��!1iaw a oMow .m•o •ran wn. ro. .M �10• a A.iivK b a�R L•vW,. It, O�.IW .1 MIME p.Yf111[q q 1 bh�Wl .ee 9MtM,UI MON M �t1�W LUBBM TEXAS RST HATER RECLAMATION PUNT wpROvemews P-1 omwm M _ T NO. NEW WATER RECLAMATION PLANT .rap..' a ®OdbLT ib�C01 o.Rao�_ rrsr— PRIMARY CLARIFIERS Ma • Krr. ec .cuma ixui _ n n ur •' Pmjd - tract uii_ - 2 PLANS/0-x�_7� 67 311 aMi September 2, 2011 Black & Veatch Corp. 9441 LBJ Freeway — Suite 114 Dallas, Texas 75243 Attn: Mrs. 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-95) — Deduct to leave concrete effluent trough as is and not re -line per Black & Veatch letter dated July 8, 2011 and e- mail dated August 24, 2011 Dear Laura, Eagle Contracting, L.P. proposes to offer the Owner a deduct of Eight Thousand Dollars (-$8,000.00) to leave the concrete effluent trough for primary Clarifier as is per the request from the Engineer dated July 8, 2011 and e-mail dated August 24, 2011. Sincerely, Grant Project Manager cc: File (Proposals), Lubbock — Zoltan Fekete, Wood Franklin & Mary Gonzales & Field P.O. Box 1600 9 Keller, Texas 76244 Metro (817) 379-1897 0 Metro (817) 379-0610 Fax RE: SEWKP - Lubbock (Letter concerning the tailed concrete linings at Primary Clarifier... Page 1 of 2 _} '143:1111 RE: SEWRP - Lubbock (Letter concerning the failed concrete linings at Primary Clarifier #3) Friday, September 2, 2011 11:34 AM From: "Bill Weale" <bweale@midwestcoatings.com> To: "'glenn grant'"<g.grant@eaglecontractingip.com> ............ -- _.. ........ .__ Glenn, Midwest Coatings, Inc. proposes an $8,000 deduct to the owner for the repairs to the concrete liner in the effluent trough of Primary Clarifier #3. Respectfully submitted, William A. Weale/Project Mgr. Midwest Coatings, Inc. From: glenn grant[mailto:g.grant@eaglecontractingip.com] Sent: Friday, July 08, 2011 4:12 PM To: Bill Weale Cc: Ronald Bray Subject: FW SEWRP - Lubbock (Letter concerning the failed concrete linings at Primary Clarifier #3) Please prepare a deductive cost proposal to not repair the concrete liner inside the effluent trough of Primary Clarifier #3 per the attached letter from Black & Veatch. Ron, Please take the photos with the Plant & Rich ASAP and e-mail them to me so I can send to Laura. Glenn Grant Eagle Contracting, L.P. --- On Fri, 7/8/11, Stratton, Laura A. <StrattonLA@BV..COM> wrote: From: Stratton, Laura A. <StrattonLA@BV.COM> Subject: FW: SEWRP - Lubbock (Letter concerning the failed concrete linings at Primary Clarifier #3) To: "glenn grant" <g.grant@eaglecontractinglp.com> Cc: "Mary Gonzales"<MHGonzales@mail.ci.lubbock.tx.us>, "Zoltan Fekete" <ZFekete@mail.ci.lubbock.tx.us>, "Houghton, Richard H." <HoughtonRH@BV.COM>, "Cherry, Jon D. (Dale)" <CherryJD@BV.COM> http://us.mc5.mail.yahoo. comlmclshowMessage?sMid=1 &filterBy=&.rand=1205600484&... 9/2/2011 RE: SEWKP - Lubbock (Letter concerning the failed concrete linings at Primary Clarifier... Page l of 2 Date: Friday, July 8, 2011, 3:00 PM Glenn, Attached is our response to the repair plan for PC3. Laura From: glenn grant(mailto:g.grant@eaglecontractinglp.coml Sent: Thursday, June 23, 2011 3:17 PM To: Stratton, Laura A. Cc: Houghton, Richard H.; Zoltan Fekete; Ronald Bray Subject: SEWRP - Lubbock (Letter concerning the failed concrete linings at Primary Clarifier #3) Laura, Attached is a copy of my letter concerning the failed lining at Primary Clairifer #3 along with the coatings supplier letter that details why the lining failed and gives their recommendations for repair. Glenn Grant Ealge Contracting, L.P. http://us.mc5.mail.yahoo.com/mclshowMessage?sMid=1 &filterBy=&.rand=1205600484&... 9/2/2011 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 Subject: Dear Mr. Grant: B&V Project 140092.6100 B&V File G-1.3 July 8, 2011 Elastomeric Liner at Primary Clarifier 3 This letter is in regards to the repair plan presented in a letter dated June 22, 2011 by Ron Knect with Sherwin Williams to address the intercoat adhesion failure on the elastomeric liner applied in the Primary Clarifier No. 3 effluent flume. We do not have any concerns with the presented repair plan by Sherwin Williams. However, based on discussions during the progress meeting on July 6th, we would like to explore the possibility of not repairing the liner. We request that members from the City, Eagle, and B&V inspect the condition of the concrete in the effluent troughs for existing Primary Clarifiers 1 and 2. This can be accomplished by opening the fiberglass trough covers and visually inspecting the concrete. We are interested in the concrete condition at and above the water line, as this would be the area most prone to corrosive conditions and concrete degradation. We recommend that each channel be inspected at five locations, as indicated in the attached figure. Photographs should be taken at each location and provided to the Engineer for review. Additionally, a credit proposal should be submitted for not repairing the lining. Once this inspection is complete and the credit proposal is received, the decision will be made as to whether the liner will be repaired or not. It is our understanding that inspection of the elastomeric lining system at the FS-1203 channel and the Intermediate Lift Station are tentatively scheduled for the week of July 18th. At that time, the pull test for the repaired liner in Fine Screen channel FS-1202 will also occur. Findings shall be submitted to the Engineer for review after the inspections are complete. Please feel free to call me at 214/570-7076 should you have any questions. Sincerely, Laura A. Stratton, P.E. Engineering Manager LAS attachment cc: Mr. Zoltan Fekete, City of Lubbock, pdf copy Ms. Mary Gonzales, City of Lubbock, pdf copy Mr. Rich Houghton, B&V, pdf copy Mr. Dale Cherry, B&V, pdf copy Black & Veatch Corporation • 9441 LBJ Freeway - Suite 114 • Dallas, TX 75243 USA • Telephone: 214.570.7000 Black & Veatch Corporation - Registration No. F-258 uFT. 7� T+ION PLAN i C M`t wiKtPf /�9 RtmD Or IN1 I .. RIVRON n ItNat N1 NM G1Ipii1{t11. G �°•ii��,.(tmw.c. aRNro. i.r.o ww'�nmLn� .pE ,�s'�i i ra F RIFIY. NM>MC. , >. • Oil6 NIBlIPI N R RI[pIIrO .. IR RNN W111NYpL Rt RIPII f VIM U11p11 ORI. .R uuela N FMN1t a. � unae. 11. ^� b Npu.t 4110�U. i I RNM .! A+NI�IIGIL Ybf Ir LUBBWK. TEXAS SDJnVW HATER RECLAMATION PUNT%WKNN*Nrs P�1 i1p NEW WATER RECLAMATION PLANT Na ®IIaGIC&Vt Ate, arem-7n4elL__ 2 PRIMARY CLARIFIERS, 'MO gNEii p,I » t7m e _ PLANS ....•. V..e,a....,..•'.,�.. E.7 a 311 r w: 6hwFv - Lubbock (Faint Manufacture's inspection Report - Concrete Linings inside... Page 1 of 1 SMALL BUSINESS Oft-41r,S `i �Ztplgs, [?) FW: SEWRP -Lubbock (Paint Manufacture's Inspection Report -Concrete Linings inside Wet Well of IMLS and Channels for Screens) Wednesday, August 24, 2011 1:29 PM From: "Stratton, Laura A." <StrattontA@bv.com> To: "glenn grant"<g.grant@eaglecontractingip.com> Cc: "Mary Gonzales"<MHGonzaies@mail.ci.lubbock.tx.us>, "Charles Baldwin" <CBaldwin@maii.ci.lubbock.tx.us>, "Zoltan Fekete"<ZFekete@mail.ci.lubbock.tx.us>, "Ron Bray" <r.bray@eaglecontractinglp.com> 1 File (93KB) Paint Ma... Glenn, We have reviewed the manufacturer's report and have had the effluent launders on Primary Clarifiers 1 and 2 visually inspected. It appears that the concrete in these two launders is in good condition. We request that a cost credit be submitted for the failed coating on the effluent launder for Primary Clarifier 3 in lieu of recoating the channel. Please let me know if you have any questions or concerns. Laura From: glenn grant[mailto:g.grant@eaglecontractinglp.com] Sent: Friday, August 12, 2011 2:46 PM To: Stratton, Laura A. Cc: Zoltan Fekete; Ronald Bray Subject: SEWRP - Lubbock (Paint Manufacture's Inspection Report - Concrete Linings inside Wet Well of IMLS and Channels for Screens) Laura, Attached is a copy of the Paint Manufacture's Inspection report for the Concrete Linings inside the IMLS Wet Well and Headworks Screens Channels. Glenn Grant Eagle Contracting, L.P. http://Us.mc5.mail.yahoo.com/mclshowMessage?sMid=8&filterBy=&.rand=2142191988&... 8/24/2011 EAGLE CONTRACTING, L.P. 607 S. PEARSON PO Box 1600 KELLER, TEXAS 76244 (817)379-1897 Fax (817) 379-0610 TO Black & Veatch Corporation 9441 LBJ Freeway — Suite 114 Dallas, Texas 75243 LETTER OF TRANSMITTAL DATE August 12, 2011 JOB NO. 171-647 ATTENTION Laura Stratton "r� The CIty of Lubbock, Texas Southeast Water Reclamation Plant Improvements Project 92126 — Contract ITB # 07-730-BM Sent via: E-Mail & USPS WE ARE SENDING YOU XI Attached Q Under Separate cover via the following items: Shop Drawings Prints Q Plans F-1 Samples Specifications = Copy of Letter a Change Order F-x-1 Concrete Linings Report O&M MANUALS Preliminary Final 1 Paint Manufactures Concrete Lining Report for the Intermediate Lift Station Wet Well & two Perforated -Plate Filter Screen's Channels THESE ARE TRANSMITTED as checked below: i QFor approval QFor your use X� As requested QFor review and comment FOR BIDS DUE REMARKS Approved as submitted Approved as noted QReturned for corrections 0 20 aResubmit _ copies for approval Submit _ copies for distribution aReturn corrected prints = PRINTS RETURNED AFTER LOAN TO US COPY TO File (Midwest Coatings) & Field SIGNED: Glenn P ct Manager SHEi I - ILLIAAMS. m Pro ectAre & me' ne Coatings Mr. Wayne Whitehead Midwest Coatings, Inc. 3701 SE 89" Street Oklahoma City, OK 73135 CC: John Hilton Re: SE Water Reclamation Project Plant Improvements Contract 6 B&V Project #140092.6100 Lubbock, TX August 3, 2011 Mr. Whitehead, We conducted follow-up inspections with yourself and the Black & Veatch representative of the structures your firm coated with our Envirolastic AR425 Polyurea system and can report the following results: Center Screen Channel: Inspected afternoon of 8-2. Visual inspection of lining revealed lining that appeared to be in excellent condition and providing outstanding protective service to the substrate. Elcometer adhesion test of dollie glued to lining in March, 2011 by John Hilton yielded a pull of 425 psi with cohesive failure of concrete. This documents excellent adhesion of the primer as well as AR425 polyurea with the adhesion failure occurring within the concrete substrate. Adhesion test damage was repaired by your crew with Envirolastic Brush Grade Polyurea and Channel was placed back into service after overnight cure of the repair compound. North Screen Channel: Inspected morning of 8-3. Visual inspection revealed lining that appeared to be in excellent condition and providing outstanding protective service to the substrate. Channel placed back into service immediately after inspection. Intermediate Lift Station: Inspected morning of 8-3. Visual inspection revealed lining that appeared to be in excellent condition and providing outstanding protective service to the substrate. Structure was placed back into service immediately after inspection. If there are any questions on our findings, please contact myself or John Hilton at your convenience. Thank you again for your selection of quality Sherwin-Williams Protective and Marine products for this project. Regards, Ron Xnecfit Ron Knecht Ron Knecht • Area Sales Manager— Protec8ve 8, Marine Coallngs TX/0K1NM • The Sherwin-Williams Company 6705 East 819 St, suite 1709 Tulsa, 0K 74133 a (918) 488-1830 • fax (918) 488.6108 ron.knecht0shervvin.com BLACK & VEATCH v 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 Subject: Dear Mr. Grant: B&V Project 140092.6100 B&V File G-1.6 August 23, 2011 Seeding Revisions Eagle is being requested to not apply the grass seed at the SEWRP that was specified in Section 02930. Eagle will be required to complete preparing and grading the site as indicated in article 3-3. The site shall be prepared to the satisfaction of the Owner and Engineer. All areas that were disturbed by construction activities shall be prepared. The area adjacent to BNR1 shall be coordinated with the Owner as this is currently used for construction access for other work on site. We request the Eagle submit a cost credit for this change in scope. Please feel free to call me at 214/570-7076 should you have any questions. Sincerely, BLACK & VEATCH Laura A. Stratton, P.E. Engineering Manager LAS cc: Mr. Zoltan Fekete, City of Lubbock, pdf copy Ms. Mary Gonzales, City of Lubbock, pdf copy Mr. John Kelley, Parkhill, Smith, & Cooper, pdf copy Mr. Chad Davis, Parkhill, Smith, & Cooper, pdf copy Black & Veatch Corporation • 9441 LBJ Freeway • Suite 114. Dallas, TX 75243 USA Telephone: 214.570.7000 Black & Veatch Corporation - Registration No. F-258 September 2, 2011 Black & Veatch Corp. 9441 LBJ Freeway — Suite 114 Dallas, Texas 75243 Attn: Mrs. 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-96) — Deduct to cancel the Seeding for this project per Black & Veatch letter dated August 23, 2011 Dear Laura, Eagle Contracting, L.P. proposes to offer the Owner a deduct of Sixteen Thousand Seven Hundred and Fifty Eight Dollars and Seventy Five Cents (-$16,758.75) to cancel the Seeding for this Project. We were prepared to seed the project and had notified the Plant to be ready to water what we seed when we found out from the plant and later from the Engineer that they wanted a price for someone else to take the responsibility for the watering. We got pricing to the Plant and then later found out that the Plant wanted to cancel the seeding all together. Some time has passed since we originally had the areas tilled, rocks removed and graded in preparation for seeding. Since that time it has rained and exposed more rocks and weeds have started to grow. Had we been able to seed when we wanted to the grass could have taken hold and the rocks would not have been exposed and the weeds would not have taken hold. I ir y, ant Project Manager cc: File (Proposals), Lubbock — Zoltan Fekete, Wood Franklin & Mary Gonzales & Field P.O. Box 1600 0 Keller, Texas 76244 Metro (817) 379-1897 0 Metro (817) 379-0610 Fax Eagle Contracting, L.P. SEWRP - Lubbock Job No. 171 Work Description: Delete Seeding Ref. Black & Veatch request dated August 23, 2011 ACTIVITY QUANTITY UNITS SUBCONTRACT Date: September 6, 2011 Proposal: PCM-96 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR Delete Seeding of the Plant Site 1 is (17,100.00� ! Seeding Contract Amount Hydro Mulch of Texas Work on 1 Is 750.00 submittals and job visits 7,350.00 0.00 TOTAL LABOR ( 0.00 0.00 TOTAL LABOR W/O BURDEN I 0.00 LABOR BURDEN/BNFTS - 52% i I 0.00 TOTAL LABOR ! i ' 0.00 TOTAL MATERIALS 0.00 TOTAL SUBCONTRACTS 16150.00 SUBTOTAL (16,350.00 INSURANCE @ 2-1/2% 408.75 TOTAL I (16,758.75 SEWRP - Lubbock - -+.1\L - I..,LLvuv%Ii\ `1\L:4UG6L 1Vt \,icuu Lv .-an%,ct JCCUMg 1.011LE C:L) - I an00! lvlall Page 1 of 1 RE:-SEWRP - Lubbock (Request for Credit to Cancel Seeding Contract) Friday, September 2, 2011 3:07 PM From: "Hydro Mulch" <hydromulchoftexas@hotmail.com> To: g.grant@eaglecontractinglp.com HydroMulch of Texas requests a credit of 750.00 for work on the submittals and their approval. Thank you, Kevin Kern 2011-06-13 10:36 >> 8173790610 P 112 Change Order Roferto this No. in all communications Job No. Prime Sub/Supplier C.O. No. _..�_ C.O. No 17i 12 1 ,ro: Hydro Mulch of Texas 860 West Crosby 5latcn, Texas 79364 Attn: Kevin Kern To Subcontract Agreement No. M-0200 Project: Southeast Water Reclamation Plant Improvements — City of Lubbock Contrmr;t # ITS # 07-730-BM Genwman! The egroement retatmd to above to hereby modlHed as set faith Wow. FxeepthV only those terms spa• aiRoaliy waived or amended herein an of the terms, aandldons. provierone and eovenents of said ages• man! ahelt romehd In fug faros and effect. If any par - On of this Change erdBls not atxeptaNs, you must furnish w written notification of each non•daeephnca at the address designated balaw within seven (7) days of the date of haw hereof. to the nhseneia of such notion ornotraceepianebyourunwBilgedwoep• hnea if, Change oMarwig be seamed cundusiva seven (7) days after date of Issue hereof. Description of the Change or Modification Delete Buffalo Grass hydro mulching & fertilizer and change grass typo to Sahara Bermuda with fertilizer. In eoneiderationwhoreof the contract has been decreased in the amount of ............................... $-,8QQ,QQ Contract amount prior to this change ........................ $ 18,900.00 Adjusted contract amount ....................................... $ 100.00 . Acc pled 2008 ubdon a for or Vend r Author ad Signature Title Return one signed copy promptly to: Eagle Contracting, L.F. PO Box 1600 Kelier, Texas 76244 Attn.: Glenn Grant by, Date of issue: June 1, 2011 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 Subject: Dear Mr. Grant: REC'D SEP 01 2011 B&V Project 140092.6100 B&V File G-1.6 August 23, 2011 Seeding Revisions Eagle is being requested to not apply the grass seed at the SEWRP that was specified in Section 02930. Eagle will be required to complete preparing and grading the site as indicated in article 3-3. The site shall be prepared to the satisfaction of the Owner and Engineer. All areas that were disturbed by construction activities shall be prepared. The area adjacent to BNR1 shall be coordinated with the Owner as this is currently used for construction access for other work on site. We request the Eagle submit a cost credit for this change in scope. Please feel free to call me at 214/570-7076 should you have any questions. Sincerely, BLACK & VEATCH Laura A. Stratton, P.E. Engineering Manager LAS cc: Mr. Zoltan Fekete, City of Lubbock, pdf copy Ms. Mary Gonzales, City of Lubbock, pdf copy Mr. John Kelley, Parkhill, Smith, & Cooper, pdf copy Mr. Chad Davis, Parkhill, Smith, & Cooper, pdf copy Black & Veatch Corporation • 9441 LBJ Freeway • Suite 114 - Dallas, TX 75243 USA • Telephone: 214.570.7000 Black & Veatch Corporation . Registration No. F-258 Capital Project Number: Capital Project Name: City of Lubbock, TX Capital Project Project Cost Detail October 13, 2011 92126 Southeast Water Reclamation Plant Improvements Budget Encumbered/Expended Construction - Eagle Contractors $ 43,520,000 Adendum 1-5 - B&V Engineering 3,219,686 B&V Adendum 6 77,370 Eagle Contractors Change Order 1 29,583 Eagle Contractors Change Order 2 117,047 Eagle Contractors Change Order 3 56,622 Eagle Contractors Change Order 4 174,458 Eagle Contractors Change Order 5 23,353 Eagle Contractors Change Order 6 170,741 Eagle Contractors Change Order 7 435 Eagle Contractors Change Order 8 132,838 Eagle Contractors Change Order 9 247,599 Eagle Contractors Change Order 10 79,131 Agenda Item October 13, 2011 Eagle Contractors Change Order 12 Encumbered/Expended To Date Estimated Costs for Remaining Appropriation Construction Remaining Appropriation Total Appropriation 148,444 48,394,119 1,500,270 1,500,270 $ 49,894,389 No Text