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Home My WebLink AboutResolution - 2008-R0394 - Change Order For SE Water Reclamation Plant Improvement - Eagle Contracting, LP - 10/09/2008Resolution No. 2008-RO394 October 9, 2008 Item No. 5.9 RESOLUTION IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock BE and is hereby authorized and ted to execute for and on behalf of the City of Lubbock, Change Order No. 2 to that in Contract by and between the City of Lubbock and Eagle Contracting, L.P., for the least Water Reclamation Plant Improvement (ITB# 07 -730 -BM), and related ments. Said Change Order No. 2 is attached hereto and incorporated in this ution as if fully set forth herein and shall be included in the minutes of the City ril by the City Council this 9th day of October 2008. < � 7""� *-; Z; TOM MARTIN, MAYOR ATTEST: Garza, City PPROVED AS TO ONTENT: ood ankh hi E weer for Water Utilities City Manager 'ROVED AS TO FORM: ird K. Casner Assistant City Attorney ATIIRICHARD\Resolutionsaes.EagleContracting. ChangeOrder2.092508. doc CITY OF LUBBOCK rvv . Change Order #: :. _ 2 v++clt�vL' ViILL' Contractor: 1C Eagle Contracting, L.P. Date: September 9, 2008 BID/ITB #: 07 -730 -BM Contract #: 8119 Project Name: Southeast Water Reclamation Plant Improvement Change Order within the scope of the contract means a Change Order that DOES NOT ALTER THE NATURE OF THE THING TO BE CONSTRUCTED AND THAT IS AN INTEGRAL PART OF THE PROJECT OBJECTIVE. After performance of a construction contract begins, Change Orders may be approved if necessary to 1) make changes in plans or specifications; or 2) decrease or increase the quantity of work to be performed or materials, equipment, or supplies to be furnished. Description of change (alteration, deviation, addition, or deletion) caused by ennditione n.,o..,...r...A A..—*-- the specifications and drawl sof the pr9ject (attach additional a es if necessY�V Y4 .,_._5 I VuaL[ ucuun not covered by ar ): This change Order includes modifications to the beams in the roof of the Intermediate Lift Station, the addition of granular fill and filter fabric beneath BNR No. 3, modifications of the Intermediate Lift Station influent line, the reconfiguration of the temporary return activated sludge line, the addition of a vent and clean out at the Primary Sludge Pumping Station No. 2, the addition of carbide coating to the TWAS pumps, and AFD enclosures for the WAS and TWAS pumps. The total cost of this change order is $117,047.09. The new contract substantial completion date will be July 28, 2011. Change Orders must either he neuntintaA in the 1—t —.7 — _.Y Vv;'& Vi put vut 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 AM_ UT A. ORIGINAL CONTRACT VALUE: $ 43,520,000.00 B. AMOUNT OF THIS CHANGE ORDER: Council approval required if over $25,000 5}"�-' C. .PERCENT OF CONTRACT VALUE THIS CHANGE ORDER (B/A): D. AMOUNT OF PREVIOUS CHANGE ORDERS: $ 29,583.00 - E. TOTAL AMOUNT OF ALL CHANGE ORDERS (B+D): $ 129,630 09 F. PERCENT OF CONTRACT OF ALL CHANGE ORDERS (EIA): 25% Maximum 9 "w G. NEW CONTRACT AMOUNT (A+E): $43,666,630.09 It is mutually agreed that the above dollar amount and the time extension, as applicable, as set forth in this Change Order constitutes full compensation to the Contractor for all costs, expenses and damages to the Contractor, whether direct, consequential or otherwise, in anyway incident to, or arising out of or resulting directly or indirectly; from the work performed or modified by the Contractor under this Change Order. This Chane Order is not valid witho t the followin si tures le a si n i order nd retu ori ita with Co act Cover Sheet to Purchas'n a tract Ma a lit De artm lit (1) O TRAC ' h a � - Date (2) PROJECT ARCiirrECT/ENGINEER Date .vppro aVContenApproved as to f' (3) O ENTATIVE Date (4) ATTOR EY ate RS/v� � (5) CAPITS MANAGER Date (6 PURCHASIN CONTRACT MANAGER Date Change Orders over $25,000 require a Contract Cover Sheet and the foRnwine e:o.,,.H =QF CIx 10/9/08 A10/9/08 (7) MA OR Date (8) CITY ECRETARY - __�K Date Council Date: October 9 2008 Agenda Item #: S • 9 Resolution #: 2008—RO394 PUR-045 (Rev 02/06) BLACK & VEATCH r. building a World of difference - ENERGY . WATER . INFORMATION • GOVERNMENT City of Lubbock, Texas Southeast Water Reclamation Plant Contract No. 6 Mr. Soo Koon Soon, P.E. City of Lubbock P.O. Box 2000 Lubbock, TX 79457 Mr. Soo Koon Soon: Resolution No. 2008—RO394 B&V Project 140092.6100 B&V File G-1.9 September 9, 2008 Subject: Change Order 02 Attached with this letter is documentation for Change Order No. 02. This change order involves the following items. 1. It has come to our attention that the access hatches for the Intermediate Lift Station pumps are too large to fit within the space provided between the structural beams in the roof. The spacing between the roof beams is 4'-0". The hatch frame outside dimension is 561/2 -inches per the data included with submittal 11150131-020. This frame will reduce the size of the structural beam by 81/2 -inches. This change to the structural design is unacceptable. In order to minimize the delays associated with delivery of new hatches, which could potentially be six to eight weeks, the beams were reviewed and modified to accommodate the larger hatches. This resulting change to the beams would take between one to two weeks. Eagle is requesting $12,234.00 and five (5) working days to complete the work associated with this change. The following documents are attached to support this change. • Field Order No. 2 with the details for the recommended modifications to the roof beams. • PCM -02 from Eagle Contracting with the cost breakdown. 2. Per Sheet MD3 (Sheet 181) Detail E, in the basins that have pressure relief valves, granular fill and filter fabric are to be installed. There are not any installation details for the termination of the material at the edge of the slab. Termination details were provided as Field Order No. 6, but were withdrawn and the Contractor requested to provide termination similar to the two new clarifiers. Because of this omission in the documents, Eagle did not provide costs in the Bid to cover the installation of granular fill and filter fabric beneath BNR No. 3. Eagle is requesting $39,950.00 and seven (7) working days to complete the work associated with this change. The following documents are attached to support this change. • Letter dated September 9, 2008 from Glenn Grant with the cost breakdown (PCM -03). 3. Per RFI -036, revisions are required to the influent line for the Intermediate Lift Station due to conflicts with an existing electrical duct bank. The new line was to be installed at the same elevation of the duct bank. New elevations for the new line were provided to have the line pass beneath the existing duct bank. Eagle is requesting $26,494.00 and three (3) working days to complete the work associated with this change. Black & Veatch Corporation 9441 LBJ Freeway, Suite 114 Dallas, TX 75243 USA - Telephone: 214.570.7000 Page 2 City of Lubbock, TX B&V Project 140092.6100 Mr. Soo Koon Soon, P.E. September 9, 2008 The following documents are attached to support this change. • RFI -036 with response from Laura Stratton dated August 8, 2008. • Letter dated August 28, 2008 from Glenn Grant including the cost breakdown for the changes (PCM -04). 4. Per RFI -037, revisions to the temporary return activated sludge line at the Aeration Distribution Structure were required to accommodate are more equal split to each existing aeration basin. Eagle is requesting $3,143.70 to complete this work. The following documents are attached to support this change. • RFI -037 with response from Laura Stratton dated August 8, 2008. • Letter dated August 22, 2008 from Glenn Grant including the cost breakdown for the changes (CMR -06). 5. When the Primary Sludge Pumping Station No. 2 was inspected by the City's Building Inspector, they indicated that vent piping and clean out be added to the drain line. Eagle is requesting $1,486.39 to complete this work. IJ The following documents are attached to support this change. E-mail correspondence between Parkhill, Smith, & Cooper, Black & Veatch, and the City concerning the addition of the vent and drain. Letter dated August 26, 2008 from Dave Mullenix including the cost breakdown for the changes (CMR -07). As discussed during Progress Meeting 05 on September 4, 2008, the waste activated sludge (WAS) pump supplier is requesting additional compensation to add a carbide coating to the two thickened WAS pumps and AFD enclosures to the two TWAS pumps and the three WAS pumps. Under a separate contract with the City, the pump supplier had previously installed TWAS pump P-1202 in the Solids Building. Under this separate contract, the supplier provided an AFD without the enclosure. This AFD was installed in an existing enclosure by the City. Similarly, for the Contract 6 work, the supplier prepared his bid to include the AFDs for the new WAS and TWAS pumps without enclosures. These AFDS would be supplied by others. This was despite the specifications being written that the new AFDs were to be supplied with new enclosures. Additionally, based on inspection of P-1202 by the supplier, he is recommending a carbide coating be added to the new TWAS pumps that are to be installed as part of this contract to provide additional protection to the pumps. The supplier has discussed this with plant staff during his site visit and staff indicated that this coating should be included. Eagle is requesting $33,739.00 to complete this work. The following documents are attached to support this change. • Letter dated September 9, 2008 from Glenn Grant including the cost breakdown for the changes (CMR -08). City of Lubbock, TX Mr. Soo Koon Soon, P.E. Page 3 B&V Project 140092.6100 September 9, 2008 The change in contract price associated with these changes is detailed below. Original Contract Price: Contract Price with Change Order 01: Net increase of this Change Order: Contract Price with all approved Change Orders: Original Contract Time: Contract Time change with Change Order 01: Net increase of time with this Change Order: Contract Time with approved Change Order: $43,520,000.00 $43,549,583.00 $117,047.09 $43,666,630.09 1,185 days to Substantial Completion 7 days 21 days 1,213 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. Richard Houghton, Black & Veatch, pdf copy Mr. Gary Smith, P.E., Black & Veatch, pdf copy Field Order No. 02 Date of Issuance: August 13, 2008 Project: Southeast Water Reclamation Plant, Water Resources Improvement Project owner: t;ity or Lubbock, TX Owner's Contract No.: #8119 Contract: Contract No. 6 "mractor. Cagle contracting, L.P. Engineer's Project No.: 140092 Attention: You are hereby directed to promptly execute this Field Order issued in accordance with General Conditions Paragraph 22. if you consider that a change in Contract Price or Contract Times is required, please notify the Resident Project Representative in accordance with General Conditions Paragraph 47. Any modifications, including a change to the contract price or contract requirements shall be covered by a formal Change Order executed by Owner and Contractor. Reference: IMLS1, IMLS2, IMLS4 (Specification Section(s)) (Drawing(s) / Detail(s)) Description: It has come to our attention by the Resident Proiect Representative that the access hatches for the Intermediate Lift Station um s are Mn lar a to fit within the space provide9d between the structural beams in the roof. The s acin between the roof beams is 4'-0". The hatch frame outside dimension is 56% -inches ne.r the data inch vier! uri4h e, .k—i"Z 4,t 4 nnn Y� We have reviewed several ootions for correction of the hatch size Orae option would be for the larger hatches to be replaced with hatches with smaller frames that could fit within the 4'-0" beam spacing. Initial discussions with the a ui ment re resentativ ind at that deli - could take between four to six weeks: A second option would be to modify the beams in the stab to accommodate the larger framed access hatches. This change could take between one to two weeks In an effort to minimize the delays we recommend that the beams be modified to accommodate the larger frames Details are attached that indicate the revisions required Refer to Drawing Sheets Section or Detail Refer to: Specification Paragraphs 01300 articles 1.01 and 1 02 and General Conditions of the Contract article 22. Will additional drawings be necessary? (X ) ( ) Yes No Attachments: IMLS Roof Beam and IMLS Roof Beam Support at Walls Accepted by Owner: Date. Receipt Acknowledged by Contractor: I Date: f� 0 " IMLS ROOF BEAM 3/4"=1'-0" (2) #5 CONT #4x2'-6" AT 10" HATCH w OF • Tfjitt * .........................:*i 41CHAEL ROLAND HOLDEP ................................ 93654 i SLAB BEYOND r REINF BEAM WITH J.2) J8 TOP AND BOTTOM 3 STIRRUP AT 10" %00v PROJECT NAME: SEWRP SHEET: 1 ISSUE DATE: 12 AUG 2008 PROJECT ADDRESS:. REVISIONS: LUBBOCK, TEXAS PSC PROJECT #: 01-2680-06 REF i/IMLS4 FOR CIAO OMk1[' fit` MICHAEL ROLAND HOLDEF 93654 IMLS ROOF BEAM SUPPORT I AT WALLS 3/4"=1' -OR 00/ Ia (2) #6X 52 12 CONCRETE WALL ALREADY PLACED PROJECT NAME: SEWRP SHEET: 2 ISSUE DATE: 12 AUG 2008 PROJECT ADDRESS:. REVISIONS: LUBBOCK, TEXAS PSC PROJECT f 01-2680-06 Eagle Contracting, L.P. SEWRP - Lubbock Date: August 26, 2008 Job No. 171 Proposal: PCM -02 Work Description: Lower IMLS Wet Well Beams to make room for Access Hatches Ref. Field Order No.2 war "Dismantle Deck Forms and Lower Beams" Five Man Crew for (5 days) Crane Operator for (3 days) Rent of Shoring System - PERI "Additional Beams Concrete" Beam Sides Forms Install Beam Sides Additional Rebar Additional Rebar installation at 17.5 cents per pound rebar Additional Concrete 60 Ton Hydraulic Crane - Eagle Fuel, Oil, Grease & Maintnenance (30% of Rent) TOTAL LABOR TOTAL LABOR W/0 BURDEN LABOR BURDEN/BNFTS - 52% TOTAL LABOR TOTAL MATERIALS TOTAL SUBCONTRACTS SUBTOTAL INSURANCE @ 2-1/2% SUBTOTAL OH&P@15% SUBTOTAL UNITS 200 mhs 24 hhs 0.25 mo 144 0.00 sf 0.00 44 0.00 mh 461.75 640 0.00 Ibs 0.00 640 0.00 lbs ! 112.00 1 0.25 1 Cy mo Is CONTRACT TIME EXTENSION REQUEST = S WORKING DAYS SEWRP - Lubbock MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR 16.40 3,280.00 20.00 480.00 0.00 0.00 0.00 0.00 0.00 0.00 16.40 721.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,481.60 0.00 3,455.05 112.00 1 0.00 0.00 0.00 1,847.00 461.75 0.00 0.00 0.00 0.80 115.20 0.00 0.00 0.54 345.60 0.00 0.00 0.00 95.00 95.00 0.00 7,500.00 1,875.00 562.50 562.50 0.00 0.00 16.40 3,280.00 20.00 480.00 0.00 0.00 0.00 0.00 0.00 0.00 16.40 721.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,481.60 0.00 3,455.05 112.00 1 Detailed Proposal fStart of Detailed Pr000sall 7. Intermediate Lift Station Shoring 7.1. Intermediate Lift Station Multiflex Poe Qty. Un Description Art.Nr. 1 24 PC GT24 GIRDER X 14' 075420 2 38 PC GT24 GIRDER X 15' 075450 3 6 PC GT24 GIRDER X 16' 075480 4 16 PC GT24 GIRDER X 18' 075540 5 50 PC CROSS HEAD 20124S 028680 6 32 PC MULTIPROP 625 (246') 027305 7 18 PC MUL71PROP 250 (98'7 027289 8 85 PC LEDGER FRAME MRK 150 028350 Total list price monthly rental! (28 cal. days) US$ US$Actal 89.41 2,145.84 95.63 3,633.94 102.04 612.24 114.47 1,831.52 23.74 1,187.00 389.19 12,454.08 209.30 3,767.40 132.85 11,292.25 $1,846.21 $36,924.27 Summary Pos. 7. Intermediate Lift Station Shoring Rental items Pos. 7. Intermediate Lift Station Shoring Pos. 7.1. Intermediate Lift Station Multiflex $1,846.21 monthly rental (28 cal. days) $1,846.21 Proposal summary Rental items Pos. 7. Intermediate Lift Station Shoring Pos. 7.1. Intermediate Lift Station Multiflex $1,846.21 monthly rental (28 cal. days) $1,846.21 Tax not included Weight: 11,417 lbs Field Order No. 02 Date of Issuance: August 13, 2008 Project: Southeast Water Reclamation Plant, Water Resources Improvement Project owner: miry Di LUDDOCK, I Contract: Contract No. -6 Contractor: Eagle Contracting, L.P. Owner's Contract No.: #8119 Engineer's Project No.: 140092 Attention: You are hereby directed to promptly execute this: Field Order issued in accordance with General Conditions Paragraph 22. if you consider that a change in Contract Price or Contract Times is.required, please notify the Resident Project Representative in accordance with General Conditions Paragraph 47. Any modifications, including a change to the contract price or contract requirements shall be covered by a formal Change Order executed by Owner and Contractor. Reference: IMLS1, IMLS2, IMLS4 (Specifrcatiorf egtion(s)) (Drawing(sy/ Detail(s)J Refer to Drawing Sheets Section or Detail Refer to Specification Paragraphs 013,00,articles 101 and 1.02 and General Conditions of the Contract article 22. Will additional drawings be necessary? (X ) ( ) Yes No Attachments: IMLS Roof Beam and iMLS Roof Beam Support at Wails Accepted. by Owner: I Date: Receipt Acknowledged by Contractor: I Date: 1'-2" 1-- IMLS ROOF BEAM 3/4"=1'-0" (2) #5 CONT #4x2'-6" AT 10" HATCH j ......................:... /;MICHAEL ROLAND HOLDER ................................. fol . 93654 SLAB BEYOND BEAD WITH TOP AND BOTTOM RRUP AT 10" PROJECT NAME: SEWRP SHEET: i ISSUE DATE: 12 AUG 2008 PROJECT ADDRESS:. REWSIONS: LUBBOCK, TEXAS PSC PROJECT #:01-2680-06 REF 1/IMLS4 FOR CI AD D[9&IC IMLS ROOF BEAM SUPPORT AT WALLS 3/4'=1'-0" *100 (2) #6x 52 12 CONCRETE WALL ALREADY PLACED PROJECT NAME: SEWRP SHEET: 2 ISSUE DATE: 12 AUG 2008 PROJECT ADDRESS:. REVISIONS: LUBBOCK, TEXAS PSC PROJECT #:01-2680-06 MICHAEL ROLAND HOLDER ................................. 93654 _ .4 IMLS ROOF BEAM SUPPORT AT WALLS 3/4'=1'-0" *100 (2) #6x 52 12 CONCRETE WALL ALREADY PLACED PROJECT NAME: SEWRP SHEET: 2 ISSUE DATE: 12 AUG 2008 PROJECT ADDRESS:. REVISIONS: LUBBOCK, TEXAS PSC PROJECT #:01-2680-06 Yahoo! Mail - g.grant@eaglecontractinglp.com Page 1 of 1 " Print - Close Window Date: Tue, 12 Aug 2008 13:31:20 -0700 (PDT) From: "glenn grant"<g.grant@eaglecontractinglp.com> Subject: SEWRP - Lubbock (IMLS Pump Hatches) To: "Laura Stratton" <stratbonla@bv.com> Dear Laura, I have attached a copy of Parkhill's Beam Drawing and two Hatches Drawings from J&L. The dimension between hatches will be different than parkhiii drew. Is this a problem? Thank You, Glenn Grant Eagle Contracting, L.P. Attachments Files: if IMLS_Pump Hatches_8_12_08.pdf (154k) http://b5.mail.yahoo.com/ym/eaglecontractinglp.com/ShowLetter?box=Sent&MsgId=3080_8760577 1959 ... 8/12/2008 11 C pro)" PWJOuk Smith & 22MMAG. Engineers • Architects v Planners Job No,--. DW LubbbOk• El Paso v Midland • Amarik ■ Odeaft cab. my By shy of Y� TO/T0 3SVd 9NI10VN1N00 3-EV3 T0EZ910ZL6 9T:ET 800Z/ZT/80 PDF processed with CutePDF evaluation edition www.CutePDF.com eF P 'SS N C S3 3 O j� g D=R��/h��J Do P 3 Iz O q a SO a to af) -15.0 < n n a 3 O =P rpt qm h:rn amO o m m P m A S•ba •07 n O w m P Z O *3 k O01130 P N W a +K O.h O c+ h 713 AK -1 4+rD 3 C P P D S n m A 7 3 S W p SSP kn ^C 3 4y X- lo h.+sm G -O r m 3q a L Q y h tn< Q p�`GO m 111 3 P a UI SO a 21 m 3_y1 O' 0 P cr N= p A33M0 pp o _S n` CD—:3Ln0P-j n 13 �� W�1S �tOtfl pN1 K a3 3 h i S3 1 "+pm 3 3 z-•nS cnN -P)M o• o S I cn ^� to LA -I m �O. mO. 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P_ 09 I m=1 f0 m m P ILIO 0K M3- 1P�' y,m.0 c+ -D 0:S -ft1p3�3Q-y10j0 3man 'nN O. ysn ^Q q a Wpoj n P �eF�3 1 mP O n x 3 hp P OT N PP m PPS 'h 3 ap 1e G N r 3 eF c /0 7 P m a m < COO ry ,�—} S Q, Q O n 0 -~-f -{ PDF processed with CutePDF evaluation edition www.CutePDF.com FA b V OA y F7 r-- o&aF71 efTl Ob D z�� Z 1 r•. i 1' rnrn 1 , Y n� o C:) D Rhe -VM. pa N r�, CnD ^o, � o � r•co co $ � E� '� ��R'+ r; muco cli 00m cn� g w �g�Fs o c ate $ a IAq r• z z R a�$—t o OZ �g�°ad, ocr 'g tet' $`�To° �' J3 A R z Znn� o as a�agg o o' ��,-� Ln a,p L4 �` S m0y C aro oi� —� r�rrNg° C,( cis+ am,. < F September 9, 2008 Black & Veatch Corp. 9441 LBJ Freeway - Suite 114 Dallas, Texas 75243 Attn: Ms. Laura Stratton RE: Southeast Water Reclamation Plant Improvements Contract ITB # 07 -730 -BM — Project # 92126 The City of Lubbock, Texas Black & Veatch Corporation Subj.: Proposed Contract Modification (PCM -03) per Field Order No.6 (Add 6" Excavation and 6" Crushed Rock Bedding with Filter Fabric and Poly Cover under BNR#3's Slab) Dear Laura, Eagle Contracting, L.P. requests the Total Lump Sum Amount of Thirty Nine Thousand Nine Hundred and Fifty Dollars ($39,950.00) to cover the cost of this work as defined in Field Order No.6. Please note that we have removed the extra excavation and Bedding outside of the Slab. We also request seven days of Contract Time Extension for this work. XGrant egards, Project Manager cc: File (Proposals), Lubbock — Soo Soon, B&V Field — Rich Houghton & Field P.O. Box 1600 0 Keller, Texas 76244 0 Metro (817) 379-1897 0 Metro (817) 379-0610 Fax Eagle Contracting, L.P. SEWRP - Lubbock Date: September 9, 2008 Job No. 171 Proposal: PCM -03 Work Description: Add 6" Crushed Rock Bedding under BNR Basin #3 Ref. Field Order No.6 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS SUBCONTRACT $ $ Add 6" Crushed Rock Bedding i 7,347.20 0.00 7,347.20 LABOR BURDENIBNFTS - 52% under BNR Basin #3 Note: this work will require an 5 man 448.00 mhs 3,820.54 TOTAL LABOR 16.40 7,347.20 crew with 3 equipment operators =8 t 11,167.74 TOTAL MATERIALS men at 8 hours per day for 7 days at a c 22,724.20 TOTAL SUBCONTRACTS man hour rate of $16.40/mh. 0.00 SUBTOTAL 6" additional structural excavation 429 cys I 33, 891.95 0.00 0.00 Haul Excess to Stockpile 601 tys 3.00 1,803.00 0.00 Spread Excess at Stockpile 429 cys 34,739.25 0.00 0.00 5210.76 0.00 0.00 Filter Fabric 30063 sf 0.08 2,405.04 0.00 Crushed Rock Bedding 858 tons 15.50 13,299.00 0.00 Poly ontop of Rock 27000 sf 0.03 810.00 0.00 0.00 0.00 Construction Equipment: 0.10 mo 9,500.00 0.00 950.00 0.00 0.00 PC 480 Track Hoe - Eagle-1wk Kawasaki Rubber Tire Load-Eagle-2wk 0.10 mo 4,600.00 460.00 0.00 Dozer - Hertz - 1 wk 0.10 mo 3,300.00 330.00 0.00 Smooth Drum Roller -ASCO - 1wk 0.25 mo 4,416.00 1,104.00 0.00 Bobcat to spread Rock - Hertz - 1wk 0.25 mo 1,178.50 294.63 0.00 Fuel, Oil, Grease and maintenance - 1 j Is 3,138.63 941.59 0.00 30% of Rent I 0.00' 0.00 0.00 0.00 Small Tools (5% of Labor) 1 Is 7,347.20 326.95 0.00 0.00 0.00 0.00 0.00 'TOTAL LABOR ` TOTAL LABOR W/O BURDEN ! i 7,347.20 0.00 7,347.20 LABOR BURDENIBNFTS - 52% I 3,820.54 TOTAL LABOR 11,167.74 TOTAL MATERIALS 22,724.20 TOTAL SUBCONTRACTS 0.00 SUBTOTAL 33, 891.95 INSURANCE @ 2-1/2% 847.30 SUBTOTAL ; 34,739.25 OH&P@15% 5210.76 SUBTOTAL zo orn nn CONTRACT TIME EXTENSION REQUEST = 7 WORKING DAYS SEWRP - Lubbock Field Order No. 06 Date of Issuance: August 26, 2008 Project. Southeast Water Reclamation Plant, Water Resources Improvement Project Owner: City of Lubbock, TX Contract: Contract No. 6 : Eagle Contracting, L.P. r`s Contract No.: #8119 Englrieees :140092 Attention: You are hereby directed to promptly execute this Field Order Issued in accordance with General Conditions Paragraph 23. If you consider that a change in Contract Price or Contract Times is required, please notify the -Resident Project Representative in accordance with General Conditions Paragraph 47. Any modifications, including a change to the contract price or contract requirements shall be covered by a formal Change Order executed by Owner and Contractor. Reference: A84-12, MD3 (Specification Sections)) (Drawing(s)1 Detail(s)) Will additional drawings be necessary? (X ) ( } Yes No Attachmenta,. Figure F06-1 showing the termination of the material at the RNR slab Accepted by Owner: _ Date: Re.deipt.Ackno ed b ontractor.: I Date: 9 '9- Zd3 f -ft -I SANDSTOJV,5 GROWULAR FILL. F06-1 3/8"W_0" OF-! T* : ' '•�4tls* 1 6 o . ... . . . . . .. A.STRATTON 01011,, mqml� 10I03/� 2008 11:36 8173790610 EAGLE CONTRACTING LP PAGE 02/04 • wn AUG 0 5 2008 (2) ! o ORIGINAL INVOICE PROGRESS BILLING 71x6!06 THANK YOU FOR RENI'zNG FROM HERTZI CUSTOMER NUMBERc 0135262 RES/QUOTE NUMBER: 17340499 INVOICE NUMBER: 2,4596396.001 EAGLE CONTRACTING LP PO NUMBER: NEED P 0 box 1600 JOB NUMBER: 1 . WATER PLANT KELLER, TX 702441600 ORDERED BY: SIQNED BY: RON BRAY DELIVERED BY, NERC RENTAL START DATE: 6130143 71:08 CLOSED -BY: $ALIS REP: DICKIE DAVIS SHIPPING ADDRESS: HERTZ LOCATION: 490 RENTAL DAYS: 28 WATER PLANT 3424 E. SLATON HWY INVOICE FROM DATE: 6=108 BOTH & JAVA LUBBOCK. TX 79404 INVOICE THRU DATE: 7/24/0$ LUBBOCK, TX 79401 Ph: 806.746.3600 Fax:805.745.4040 PAYMENT TERMS ARE NET 10 DAYS Customer Is responslbiv /or FUEL. RATE. DAMAGE and CLEANUP FEES, LATE CHARGES MAY APPLY FOR CUSTOMER SERVICE AND BELLING INQUDUES CALL 1-80045d-f►492 93= IPAYl18�l1'i" Y'Oe HERTZ EOUIPMENT RENTAL CORPORATION P.O. BOX 850280 DALLAS. TX 75285-0280 ADJ RENTAL CHARGES 3300.00 DELIVERYIPICK UP 180.00 TAXABLE CHARGES 3450.00 TAX 353.55 TOTAL CHARGES 3,65 Job --j i. phm...L Type -,Owe SMUB RM tlbndalr �... i7sads Due ^ Z TOTAL 3300.00 4450. 1893"0fr Qty agui,pme:nt 4 Mrs/ xi.n Hour nay week 4 week Ameuat 1 DOZER/90-99 XP/STANDARD TRACK/DSL 9/ 420.00 200095025 Make: DSERE MOd01: 550,7 Ser #: T05s0SX1140.12 HR O=T: 1929. MO SR IN: FM CHC;: 420,00 995.00 336:0.00 3300.00 For GREAT DEALS on USED ECUIPMINT • visk us on -sins at y_wv ,l . gylp,Fq Detach and send bottom portion with payment. LAW CONTRACTING L► 712E/ds Owtom4r Number, 0135202 P 0 BOX 1000 Invoice Number: 23596366-001 KELLER, TX 70244.1800 PLEASE PAY THIS AMOUNT: r-� �. ,.tom... 1 Of UZI/ zt3utj 11: db 131 I:.i (ybbl b EAGLE CONTRACTING LP PAGE 03/04 SM INS LuesoOk, TEM ANA14LLo, TWCAe OMBA, TVA$ WICHITA FAUA rkXgg PHONLN: soea4a-aW PHONE: eM99488e PHONE: 431 071.2823 PHONE: 24WW,2728 C4,AG64 0FAX: 1104048.1488 FAX; 40111372•( 01G FAX: 482!357-8979 FAX: 940(8894729 PERWfTON. TOM DAL4AAT, Tr *MONE eo0�43 PH MIDLAND, ONE 432rb83 PHONE: ezel►a2 a7a�e O 9052441846 PHONE! LIC.ri0 AO /�**001atafl� ABLI19 vela FAX: eool4mvp FAX; 4UV8.$W PAk, 57,wal-9231 FAX: OW,.14418a1 FAX: 3'25!88&4740 »'fAyLlE3tiED 1�pp 26073 custc�mar I NV 0I C E I nva f Ce P 9 Document 1 R91405 Sold To RECD JUN 0 2 2008 Ship To EAGLE CONTRACTING CORP. RON BRAY P.O. BCK 1600 EAGLE CONTRACTING CORP. KtLLER TX 76244 GUAVA STREET ` LUBBOCK TX 77777 6171379-1897 817/379- i 897 ShiP Via ASCO TRUCK ------------ --------------------- ------- -w------_----_w---_--.....,.....____..__.�.._� Br-Trk- Make w-_Modeel Sert� l Equipment Motor Sla Customer P.C. ----------------------- ----,—w------- ------ --"'Y------- _--- ----------- w— rww..ww ws—�.—r.—ww.ww— —_ ww 00 i 45 SUAWAs --IF----_-_-----,w-_--.y----,_-__,YrrwY----w-_-----.w.------w -t^ Ship 004cniption----------------------------- ------------ Ord ---•---------------- ...»-.�-�--_ Each Amount �---------rr.,.r.,.n,---------.wa..—+.,.------ w--------- Taken By JOE ROCHA Rental Contract R5►1405 'Perlod= 5/Z1/08 Thrw 5/17108 1 ; 80 600302 BW211 PD -3 9015800 t 104 9 4.416.00 4-416.00 90"AG 'V I HRATORY SINGLE .DRUM 1 ENVIRONMENTAL FEE 44.16 44.15 1 PICKUP/DELIVERY .00 N/C NON-TAXABLE MUNI ,JOB r .00 j Phase Type .,.., ,_,-� . Code � 2. Ar nt L F+MT DUE ON DATE Or INvoice. ANNUA!NR EaT OF &Z CIL!„ BE CHARGED STARTINQ 30TH DAY AFTERDUg: DATE. 1 --------•------------------------------- _--------R_..__-----..-----w-------_ 1MEiiAlr Total 4, "0.1 b cRSi�413iT(8'W€—.`.... __.__�.__--_......"TERIP►�i�fEi"PI�BIPT'aF'fli'CldiC�--- .uatornere *009001`100 of r'"* goodE and aewraes, owtomer aareu to hee rad and eaaa;t all riens, Remit to: AaCta is and 00ndrtlons as Wad bore and eA the re�uss arch haraed. P.O. Box 3889 . Lubboek. Texas 78452 ORIGINAL COPY 1 @/ 03! 2088 11:36 8173 �ybb1 b t1i4�L t t.�1N 7 KAl; i 11W LY t' t*= 041 U4 ' FINAL 811.1, � D JUL 16 2008 ORIGINAL INVOICE 4krfj 7r 1 oroa THANK YOU FOR RENTING FROM HERTZ! CUB70MIM NUMBER; 0135842 RESrt1UOTE NUMBER, INVOICE NUMBER: 23546208.001 EAGLE CONTRACTING LP PO NUMBER: 17124921 P 0 BOX 1800 JOS MUMMER, 1 - WATER PLANT ORDERED BY: DAVIS, DICKIE RELLER, TX 76244.1800 SIONEO BY: DAVIS, DICKIE DELIVERED BY: NERC RENTAL START DATE: 8113101E 13;59 CLO9FED BY: JAMES 9, OWENS SAL28 REP: DICKIE DAVIS SHIPPING ADDRESS: HERTZ LOCATION: 450 RENTAL DAYS; 27 WATER PLANT 2424 E. SLATON HWY INVOICE FROM DATE: 6)13108 14:00 50TH A JAVA LUBBOCK, TX 79403 INVOICE THRU DAYS: 7109MB 17:00 LUBSOCK. TX 79401 Ph: $06.748.3500 Pax:806-> 4!4 4046 ORIGINAL ADJ TOTAL PAYMENT TERMS ARE NET 10 DAYS RENTAL CHAROft 1175.00 1175,00 OTHER CHARGES 3.50 3.80 Custanrr In rasppnslble for FUEL. FLATS, DAMAGE and DELiVERY,PICK UP 75.00 p CLEANUP?919. TAXABLECHARd3S 1253.50 7253.r�p LATE CRARGES MAY APPLY TAX 128.44 FOR CUSTOMER SERVICE AND RML,ING TOTAL CHARGES 1381.54 LNQUMMS CALL 1-800.436-6492 DO= HERTZ EQUIPMENT RENTAL CORPORATION P.O. BOX 650280 DALLAS, TX 75205.0280 104 V4t "j V, .' 5 NET DUE 1381.941 _Qty Equipment * j b +� t� Hxs/ A4im Stour bay, Wank 4 Week Aftm=t 1 CRAWLB'R WADER/1/2 YD/G=RAL/D8L S/ 1SO.00 206035034 Mekat TA=UCiHj Modal: TLI30 Ser *: 2!303401 Houro Free: FIR OUT: 1419.200 HR .'N: 1449,600 TOTALS 37.400 FREE: 16C.000 =CESS; 0- HRS CRa, 3.672 ENVIRONMENTAL, RECOVERY FSES 6626000001 job DATE Typ$ 7110/08 HERTZ CiARGE Typvl�t. status Vendor dao DLiS 160.00 395.00 1175,00 1175.00 0 40 180 .1 ! 3.50 Cade 1.81.94 For GREAT DIALS an USED EQUIPMENT . wlslt us ori.Ilne at www.hertae M, D•teah and Send bottom portion with paymam, EA31.E CONTRACTING LP 7110108 Customs) Numbar: 0136262 P O BOIL loco Invoice Numbor: 23549209-001 KILLER, TX 76244-1600 PLEASE PAS' THIS AMOUNT: 1381,94 i 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 ATA:Contractor RFI No. 036 Spec Section N/A Page No. N/A Para. N/A Drawing No. CY9 & E2 and Sketches CONTRACTOR REQUESTS: ® Information ❑ Interpretation ❑ Clarification We have found that the existing Duct Bank south, west and north of the West end of the Headworks conflicts with the 36" Headworks Discharge Piping (48" IMLS Influent). The top of the new 36' Piping is at 3148.00 and the top of the 30" thick Ductbank is at 3149.34. How do you want to re-route this piping? CONTRACTOR'S PROPOSED SOLUTION: REQUESTED BY: DATE: 08/05/08 ENGINEER'S RESPONSE: ❑ Information ❑ Interpretation ® Clarification For the items described above or in the attached material referenced: The pipe should be lowered 30 -inches to accommodate the duct bank. See attached sketch. RESPONSE BY: Laura Stratton DATE:08/08/2008 S:MvWF E"Is Contacling ResWb FNes1171- Lubbock W WTP%RF1's%RFl-036 Confllcs 43 IMLS Pipe and Electdcal Ductbank.doc rqY wN:MM aMt lf..Y:rNrx J•�, u�� '�vw>YA'r� w 2ij •v .2?%s. ES37Z_40�h%Zdfm �`•1HU 83LYM 1.Sb8117 00+8 Y1S 3Ntleq,M I •e< ys rcw r I • $ 3u 00.0 r[ II ■ y f � n $ 8 Ldr dsf .a - wacw nd »a gs 3 ti ;8 �,•e �.. �_ i 9 f .ae•v vo.o ru fe 8 Y RY I - � � n •ordaEed te•eduEutii . fb .ww ero. a re'�_ R g W� � Ltltidtee.)eL •.deau.,r R 8 aLe .dr • n n,.z R 'dime vp fNr i)I�. 1 1 • Y{ %rGNd LVOd .IL X3 ' LL♦E Yyq ,y « ' � O<♦2 Yld fN r:. g" waA na rd I �.L eua or.a ud TILs- . td y } s C a•r .c..v uer.E rad ram �� h R fF0 Y13 M qe � F xLr dtt .x tadd♦d rl txl O-R S y� "L i eaeeEui�s'�i[.d d Z ~ �f yy^9 wl,w eaed .r= p - diw ras 2211 Ls .c..Y r7u.=ras raLLu `8�4II .ir di r g .. =EY lorrldwr er 3< d.�Yrra[ aari, 8 8 J .sr ao -i w wd e j 8 i � 8 L sr. nEad res re , i �� • e Od'eb . fi'dd1dWW /" 8 II 00♦B Y1S 3N77w ty" Y R 08/05/2008 09:49 9724752301 EAGLE CONTRACTING PAGE 02/03 W" 00 700 OO O CD � 000 000 OOOOOe I 0000 000040 0000 000000 0000 O C`7 CD 0 Wj�j�ja(ri�j�j�(110jT! rr ' rMKI�EVf` ut7 arAPPbv �WIDItsr�TlWf I411' BLAcKa vK-arck Sm x w eu.4 A vnsu c.�q, 26- — ..,. 08/05/2008 09:49 9724752301 EAGLE CONTRACTING PAGE 03/03 aaan alm • f o aim nr a1f4 a S Irrn :t Afar .do A' 1 0.0o who ,.wo L �� ACV." V0 i_ r.Mtwhi, R NRMAON 1.1' OM famVlNfL A ' am. NANrNA7 to � S rNSTAiI Nmv p. h114'1 �f��> iuh -r% pRD w 0 31t.0 4$'._PRXX4RY USTM&MON STAUDVRB Mu IST NON$: f'1201 Vdart 1'-10, am RiNW frac Z-40 48' zNZR-WArAM_LTFr STATION �NFLU6NT Norrrz: r' -an' rffifrt f• fog Pr00 uwv rwuo 0t40 0 NMI -•^ ON MMATE, AE7nNA, Z M. CWMM b 1 1l2' "1 AS A@TALL M* P1P$. ae' i aaan alm • f o aim nr a1f4 a S Irrn :t Afar .do A' 1 0.0o who ,.wo L �� ACV." V0 i_ r.Mtwhi, R NRMAON 1.1' OM famVlNfL A ' am. NANrNA7 to � S rNSTAiI Nmv p. h114'1 �f��> iuh -r% pRD w 0 31t.0 4$'._PRXX4RY USTM&MON STAUDVRB Mu IST NON$: f'1201 Vdart 1'-10, am RiNW frac Z-40 48' zNZR-WArAM_LTFr STATION �NFLU6NT Norrrz: r' -an' rffifrt f• fog Pr00 uwv rwuo 0t40 0 NMI -•^ ON MMATE, AE7nNA, Z M. CWMM b 1 1l2' "1 AS A@TALL M* P1P$. ae' August 28, 2008 Black & Veatch Corp. 9441 LBJ Freeway —Suite 114 Dallas, Texas 75243 Attn: Ms. Laura Stratton RE: Southeast Water Reclamation Plant Improvements Contract ITB # 07 -730 -BM — Project # 92126 The City of Lubbock, Texas Black & Veatch Corporation Subj.: Proposed Contract Modification (PCM -04) per RFI -036 (Lower the new 48" IMLS Influent Piping at the Headworks to miss the Existing Electrical Duct Banks) Dear Laura, Eagle Contracting, L.P. requests the Total Lump Sum Amount of Twenty Six Thousand Four Hundred and Ninety -Four Dollars ($26,494.00) to cover the cost of this extra work. We also request three days of Contract Time Extension for this extra work. This change will delete the conflict between the two electrical duct banks and the new 48" IMLS Influent Piping at the Headworks. With Kindest Regards, G enn- rant Project Manager cc: File (Proposals), Lubbock — Soo Soon, B&V Field — Rich Houghton & Field P.O. Box 1600 Keller, Texas 76244 Metro (817) 379-1897 Metro (817) 379-0610 Fax Eagle Contracting, L.P. SEWRP - Lubbock Date: August 28, 2008 Job No. 17i Proposal: PCM -04 Worts Description: Lower 48" IMLS Influent Piping to go under Existing Electrical Duct Banks Ref. RFI -036 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS SUBCONTRACT $ $ Lower 48" IMLS Influent PIR2 to go under Existing Elec.Duct Banks Note: This work will take a (7) man crew (3) days -168 mhs x $16.40/mh Additional Pipe Excavation 144 cy's 0.00 4.00 576.00 Hand Excavation @ two Duct Banks 6 cy's 0.00 30.00 180.00 Support Duct Banks @ Crossings 2 ea 0.00 200.00 400.00 Feed Pipe under Duct Bank - 19 If 0.00 35.00 665.00 Added difficulty In pipe Installation 0.00 0.00 Additional Pipe Backfill 150 cy's 0.00 6.00 900.00 Purchase changes In Pipe from -Hanson 1 Is 15,000.00 0.00 15,000.00 0.00 0.00 Kobelco 480 Track Hoe - Eagle 0.15 mo 9,500.00 0.00 1,425.00 0.00 0.00 Kawasaki Rubber Tired Loader - Eagle 0.15 mo 4,600.00 690.00 0.00 Walk Behind Compactor - Hertz 0.25 mo 1,400.00 350.00 0.00 Fuel, 011, Grease & Maintenance - 1 Is 2,465.00 739.50 I 0.00 30% of Rent i 0.00 0.00 Small Tools (5% of Labor) 1 Is 136.05 0.00 136.05 0.00 0.00 0.00 0.00 0.00 18,340.55 TOTAL LABOR 2,721.00 TOTAL LABOR W/0 BURDEN 0.00 LABOR BURDEN/BNFTS - 52% 2,721.00 1 1,135.92,414.92 TOTAL LABOR TOTAL MATERIALS 18,340.55 TOTAL SUBCONTRACTS 0.00 SUBTOTAL 22,476.47 INSURANCE @ 2-1/2% 561.91 SUBTOTAL 23,038.38 OH & P @ 15% I f 3,455.62 SUBTOTAL 26,494.00 0.00 TOTAL 1 26,494.00 CONTRACT TIME EXTENSION REQUEST = 3 WORKING DAYS SEWRP - Lubbock Yahoo! Mail - g.grant@eaglecontractinglp.com "30PD.-OLSMAL115vs1 From: "T. Scott Baugh` <tsbaugh@baughinc.com> To: "'glenn grant'"<g.grant@eaglecontractinglp.com> Subject: RE: FW: SEWRP - Lubbock (RFI -036) Date: Wed, 27 Aug 2008 11:32:44 -0500 Page I of 2 Print - Close Window Since the pipe for IMLS was all build some of the changes are additonai materials and some are modifications to materials that have already been built. When I made the estimate I didn't know for sure what could be salvaged and what would have to be remade. Based on the release drawings the cost will be $15,000.00 for the followin changes: Sheet 16A 8233 - 36" 15.00° Bend, w/ Bell Prepped for JH (additional materials) B235 - 36" 15.000 Bend, w/ Bell Prepped for JH (additional materials) 8236 - 36" 15.000 Bend, w/ Bell Prepped for JH (additional materials) 8238 - 36" 15.000 Bend, w/ Bell Prepped for JH (additional materials) BX88 - 36" B-303 Short Pipe LL = 17.26' (modified from BX88 LL=28.25') BX234 - 36" B-303 Short Pipe LL = 8.00' (modified from BX88 LL = 28.25') BX92 - 36" B-303 Short Pipe LL = 21.01' (modified from 92 LL = 32.00') BX237 - 36" B-303 Short Pipe LL = 8.00' (modified from 92 LL = 32.00') 6 Ea. 36" Snap -Rings (additional materials) Sheet 16 BX83 - 48" B-303 Short Pipe LL = 8.21', w/ 0.480 Bevel (modified from BX83 LL = 8.25', w/ 1.400 Bevel) Sheet 15 B77 - There is no change to this pc, however it will now be rolled down 0.920. Sheet 24 - this is not related to the change in the IMLS piping. BX162 - revised lay length to match the contact drawings stationing. Please let me know if you have any additional questions. In a nut shell the $15K pays for the 4- New 36,015.00* Bends and additional snap -rings to change the elevation of the line. Plus some additional expense to modify pipe that had already been fabricated to the new lengths required to install the bends. Thanks, Scott --Original Message ----- From: gienn grant[maiito:g.grant@eaglecontractingip.com] Sent: Wednesday, August 27, 2008 10:42 AM To: tsbaugh@baughinc.com Subject: Re: FW: SEWRP - Lubbock (RFI -036) Dear Scott, Which pieces of pipe have changed (that make up the 18K of change? is it every piece that you show on your drawing? Glenn Grant Eagle Contracting, L.P. "T. Scott Baugh" <tsbaugh@baughinc.com> wrote: Resending ..... price for change is $18,000.00 -----Original Message----- http://b5.mail.yahoo.com/ym/eaglecontractinglp.com/ShowLetter?box=Inbox&MsgId=7323_31823498 35... 8/27/2008 REQUEST FOR INFORMATION PROJECT: SOUTHEAST WATER RECLAMATION PLANT IMPROVEMENTS PROJECT NUMBER. OWNER. THE CITY OF LUBBOCK TEXAS 92126 CONTRACTOR. EAGLE CONTRACTING LP iT9 ENGINEER: BLACK & VEATCH CORPORATION REFERENCE DATA: Contractor RFI No. 036 Spec Section N/A Page No. N/A Para. N/A Drawing No. CY9 & E2 and Sketches CONTRACTOR REQUESTS: ® information ❑ Interpretation 0 Clarification We have found that the existing Duct Bank south, west and north of the West end of the Headworks conflicts with the 36" Headworks Discharge Piping (48" IMLS Influent). The top of the new 38" Piping is at 3148.00 and the top of the 30" thick Ductbank is at 3149.34. How do you want to re-route this piping? CONTRACTOR'S PROPOSED SOLUTION: REQUESTED BY: DATE: 8/05/08 ENGINEER'S RESPONSE: ❑ Information ❑ Interpretation For the Items described above or in the attached material referenced: The pipe should be lowered 30 -inches to accommodate See attached sketch- ® Clarification the duct bank. RESPONSE By. Laura Stratton DATE:08/08/2008 SiSand8E291e Contracting FHUU* FW171 - Lubbock W WrP%RF1`$%RFW38-Cwff* 48 IMLs Ptpe and 8"OW Ductbank.doo I Sim -rms y8 3 A MOV OR. S37rp AOAILI$ .ON IN&= &"SAO" 114 Nazlww7m W1,W I Sim -rms y8 3 A MOV OR. 08/05/2008 09:49 9724752301 tAGLE CM47WTING PAGE 02/03 �Q Q(2) (D Sao Quo � 00 e oao oonoo0 000 000c� oa0000 oQQo � 000000 oaoo Oooe mill i 08/05/2008 09:49 9724752301 EAGLE CONTRACTING PAGE 03/03 i 42' PRMARr osstl?XWYt0N 9Tf1U047/AE vm�r7 1••1Dt me@_ am t 9100 �IY�l-YPL: Of�O r re a 41.00—� +w 3 y 91e0 o7ae o�10 f�10 " 1.so Zoo s+eD oo anrar � popr- MATS, Afro i : MM caxrnu a i f/t av AS rdN.�1R1• b ARMCO f4. 00711 ravm 1/9Y PlAB. L911'flpl. a 59 M )MAD M S 74TALL 48• ZNTFJ�i�fP_LM r T 30• I pp �I v"�ir r;: oA 314P. 1�D) r�aD m ai7D , 4110 t A r r, ono rano AM 42' PRMARr osstl?XWYt0N 9Tf1U047/AE vm�r7 1••1Dt me@_ am t 9100 �IY�l-YPL: Of�O r re a 41.00—� +w 3 y 91e0 o7ae o�10 f�10 " 1.so Zoo s+eD oo anrar � popr- MATS, Afro i : MM caxrnu a i f/t av AS rdN.�1R1• b ARMCO f4. 00711 ravm 1/9Y PlAB. L911'flpl. a 59 M )MAD M S 74TALL 48• ZNTFJ�i�fP_LM r T 30• I pp �I v"�ir r;: oA 314P. 1�D) August 27, 2008 Eagle Contracting P.O. Box 1600 Keller, Texas 76244 Attention: Mr. Glenn Grant SUBJECT: LUBBOCK, TEXAS Southeast Water Reclamation Improvements Hanson Job No. 08-022B Gentlemen: ■N■ was "' Hanson Hanson Pipe,& Proem% Inc South Central Region 1003 R MacArthur Blvd Grand Prairie TX 75050 Tel 972 262 3600 Fax 972 264 6236 www hansonpipeandprecastcom Enclosed are one copy of our drawings No. 08-0228, sheets 15, 16, 16A, 24, D18A, D19A, D22A, D24, D44A, D45A, D55, which show the material we are furnishing for the subject project. Please arrange for the distribution of the enclosures. These drawings have been approved and issued for the manufacture of the material as shown. Please note the following items: 1. On sheet 15, we have revised the profile of pieces B77 thru BX81 to reflect the profile changes requested by the consulting engineer. 2. On sheet 16, pieces BX88 thru A90, 92 thru TP97, and JH4 thru JH7 have been moved to sheet 16A. 3. On sheet 16, we have revised the bevel angle and laying length of piece BX83 to reflect the profile changes requested by the consulting engineer. 4. On sheet 16A, pipe #92 has been deleted, pieces B233 thru 8238 & BX92 have been added, and BX88 has been revised to reflect the profile changes requested by the consulting engineer. was r*• 8"Hanson Page 2 08.0228 If you have any questions In regard to delivery, please contact Jerry Vaughn at 9721262-3600. Please feel free to call on us whenever we may be of further assistance. Very truly yours, Hanson Pressure Pipe r Jimmy Torres Senior Engineering Coordinator Enclosures cc: Baugh & Associates, Attn: Mr. Scott Baugh, 1 copy VIU3Of r�i 01 BiFN 12 ^ "9 W W Fu- SSY13 UO CU ssVID roc -e „9► mm 8 0. M•,� Zp •r � �O �• 3 r < <7 cd $ �r a <<e scxe sc rcxe so -z ,oa•st ,tie te-m sz•cc os'r � r sy��ga �e8�8� H �n c p 8 oi r}im'M go S zwIt z Z. 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B-303 BELL LENGTH- 4 1/2' BACKUP RING: RING ID - RING OD - CHECK LENGTH- 11 15/16' MARK IN WATERPROOF PAINT ON EACH PIPE OR FITTING: a. PIPE CLASS A. DATE OF MANUFACTURE c. TRADEMARK d. ON BENDS. THE ANGLE TURNED AND THE LONG AND SHORT SIDES. EACH END OF ALL SPECIALS AND FITTINGS Stall BE MARKED ALONG T.O.P. CENTERLINE WITH A STRIPE OF WATERPROOF PAINT APPROXWfATELY 1 1/2' WIDE AND 2' LONG. ANGLE. 15.00' FULL CUTS- 1 CUT ANGLE- 7.500' OVERALL CAN LENGTH- 14 DISTANCE DISTANCE FROM END TO EA. CUT AROUND CIR. CUTI 1) 0' 9 3/16' 2) 14 7/8' 8 1/2' 3) 29 3/4' 5 11/16' 4) 44 5/8' 4 15/16' 5) 59 1/2' 4 3/16' FlTfINGS 3OCK. TEXAS RELEASE COPY AUG 2 7 2008 Is=FWINMATM TYPE 3 . « _—% § ■ k2 k� �§ � f■ ! k � §� §■K� §\ k� 7 / § kk u « § 2 b §/3 . ± � 2 \|k k k � 7 /...,.x \ }f] ■ � .| . a 9 § �ww�k�wwk 2_�2..§§,E E 3«3333333 K 2A .�«. « « | a§ aKa■gz& ■ �■ . « _—% \ ■ � r §� §■K� A 7 / § § � § §/3 §2 2 � k k 7 /...,.x \ }f] ■ � . a 9 § �ww�k�wwk . « _—% ■$22§■m�2 r A 7 / § §/3 §2 2 � k k 7 /...,.x \ ■ � . 9 § �ww�k�wwk 2_�2..§§,E E 3«3333333 K 2A awaa.�_ Is - . « _—% r 7 / § §2 2 � k k - ��■2 \ ��/� . ��■m§.aa2 2_�2..§§,E K 2A awaa.�_ Is - a§ aKa■gz& 07, U, _ �,k) ]� q ®- � 2 333 3 a 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 & V_EATCH CORPORATION REFERENCE DATA: Contractor RFI No. 037 Spec Section 01015 Page No. 8 Para. 10.02.08-8a Drawing No. CY3 and Black and Veatch Sketch CONTRACTOR REQUESTS: ® Information ❑ Interpretation ❑ Clarification Per the request of Rich Houghton, Eagle is submitting this RFI as follows. We have routed the 16"RAS Temporary to the Existing Aeration Distribution Structure and were planning to 90 down into this structure to discharge this RAS. The Flow could be split to either BNR#1 or BNR#2 by means of the Slide Gate that splits flow to either basin. Yesterday Laura Straton and Rich Houghton requested a different means of discharging the RAS into the Aeration Distribution Structure (see the attached sketch that shows what Black & Veatch wants). Eagle will request extra money to cover the costs of this extra work. CONTRACTOR'S PROPOSED SOLUTION: REQUESTED BY: DATE: 08/07/08 ENGINEER'S RESPONSE: ❑ Information ❑ Interpretation 91 Clarification For the items described above or in the attached material referenced: See attached for response. RESPONSE BY: Laura Stratton DATE: 08/08/2008 SASandMagle Conftdin® FtleaUob Fllea1171- Lubbock W WfP1 RARFi-037 -16 Temp.RAS to Aer.Dist.SWcture.doe RFI -037 Response 08/08/2008 An equal hydraulic split cannot occur by adding RAS to one side of the Aeration Distribution Structure and opening gate SG -403. As detailed on Sheet 12, RAS would mix with the effluent from Primary Clarifier No. 2. With SG -403 open, there will be some mixing between the sides of the box, but an equal split of the RAS will not occur. An equal RAS split to Basins 1 and 2 is important to the biological process. Upon review of the contract documents, it appears that not enough detail was provided for the bypass line. Per Sheet 12, the RAS line was to be fed to the west side of the Aeration Distribution Structure only. A second feed point into the east side of the structure was not indicated but is required. The attached detail indicates the changes to this line to accommodate a hydraulic flow split between the two basins. Based on the contract documents and the required changes, it appears that Eagle may ask for additional compensation to purchase a 16"x10" Tee. Per Sheet 12, 1611 pipe was to be installed over the structure. A 16"x10" Tee is now required. In order to protect the grating, it should be removed from the structure and replaced with plywood cut to accommodate the ductile piping. A revised sketch of the piping arrangement is attached to this response. S ..,C;. WWI. Jill, lu I ..,C;. WWI. lu I a3 pYgglio a3 08/07/2008 13:08 9724752301 EAGLE CONTRACTING Fj PAGE 01/01 os�vo, a�«e ��nnaw«n 4 « i w T y I August 22, 2008 Black & Veatch Corp. 9441 LBJ Freeway —Suite 114 Dallas, Texas 75243 Attn: Ms. Laura Stratton RE: Southeast Water Reclamation Plant Improvements Contract ITB # 07 -730 -BM — Project # 92126 The City of Lubbock, Texas Black & Veatch Corporation Subj.: Contractors Modification Request (CMR -06) per RFI -37 (Additions to 16" Temp. Pipe at the Aeration Distribution Structure) Dear Laura, Eagle Contracting, L.P. proposes to add the necessary piping at the Aeration Distribution Structure per RFI -037 for the total lump sum amount of Three Thousand One Hundred Forty Three Dollars and Seventy Cents ($3,143.70). With Kindest Regards, j Glenn Grant Project Manager cc: File (Proposals) & Field P.O. Box 1600 a Keller, Texas 76244 Metro (817) 379-1897 Metro (817) 379-0610 Fax Eagle Contracting, L.P. SEWRP - Lubbock Date: August 22, 2008 Job No. 171 Proposal: CMR -06 Work Description: Add 2nd drop of 16"RAS Temp. into Aeration Distribution Structure Ref. RFI -037 .... T[ • . • - 16" X 10" MJ Tee labor to install tee 16" Megalugs labor to install megalugs 10" Megalug labor to install megalug Freight to job for pipe Cut 16" Pipe for Tee Remove pipe listed above Remove & Replace Grating Temporary Plywood in place of grates Install /Remove plywood Rubber Tired Loader/Backhoe-Eagle Fuel, Oil, Gas & Maintenance -30% rent Small Tools 5% of Labor TOTALLABOR TOTAL LABOR W/0 BURDEN LABOR BURDENBNFTS - 52% Below is Eagle's Breakdown of Costs: FICA - 7.65% SUTA - 3% FUTA - 0.8% Workers Compensation -12.8% Overtime - 5% Vacation - 3% Health Insurance - 7% 401 K - 3.75% Housing, Furniture, Utilities, Meals & Ga: -9% 4ote: the only two items above that are fixed are FICA and FUTA, all other tems are variable, subject to change, averages and considered estimates. TOTAL LABOR TOTAL MATERIALS IOTAL SUBCONTRACTS ��sL'- I[a]cl I 1 7.01 2 7.07 1 2.21 1 1 8.14 UNITS ea mh ea mh ea mh Is mh mh 6 mh 150 sf 9 mh 0.05 1 mo Is Is SEWRP - Lubbock MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR 524.00 273.00 56.00 315.00 0.80 1,000.00 15.00 33.15 524.00 0.00 546.00 0.00 56.00 0.00 315.00 0.00 0.00 0.00 0.00 0.00 120.00 0.00 0.00 50.00 15.00 33.15 16.40 16.40 16.40 16.40 16.40 16.40 16.40 0.00 114.96 0.00 115.95 0.00 36.24 0.00 0.00 16.40 133.50 0.00 98.40 0.00 147.60 0.00 0.00 0.00 0.00 0.00 663.05 344.79 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,659.15 0.00 0.00 INSURANCE @ 2-1/2% SUBTOTAL OH&P@15% SUBTOTAL SEWRP - Lubbock 66.67 Aug 13 2cce 3;DBPM LDNESTRR PLeh t-MbK14Rt }utl yr . LONESTARPIPE PABIUCA-Rolo , IN(;. 211 Sansom Bawd, saginaw. Tx 76179 819 To EAGIX 60NTRACr1NCi 607 S. PF499ON &EL,LEk TX 76249 Ship To SAME CONTRALTWO 3603 CTUAVJS AVE LUSSOCK 79404 A'I T1: RON SkAY Involcl involm # 811; JM008 940 P.O. No, Timms Ship bets Ship Via 171-29032 Nnt30 8J121„048 POB LoneStar Job # 44V Unit FFA 73$ ' DaSCliptlpn 1 ZACK 16" X 10" DI MJ TtE Tag 0 Rate Amount 2 EAC'I 16 SEIMS 3000 p S-rAR GEIP W/ AC 524.00 S24.00 1 EACH 10SOMS 3000 P STARGRIP WJ AC 2n•00 546.00 1 BACK FREIGHT 56.00 36.00 /10 31s.00 315.00 l M9 nnt Cu -r 9' F1 re17'n r Mance: Loncstw pipe pobrja4#ozL I= P.O. BOX 79230 Saginaw, TX 76179 Ph: 817-439-5575 Fax: 517-439-3738 Total $1,441.00 10/10 3SVd ONI OVNIN00 TIM3 IOEZ9LVZL6 BT:St Booz/EI/Bo REQUEST FOR INFORMATION PRO. CT: "S(ii fiHEAST WATER RECLAMATION PLANT IMPROVEMENTS PROJECT NUMBER: ow(Jgj� _ THE• CITY OF LUBBOCK TEXAS 92128 CONTRACTOR: —EAGLE CONTRACTING, LP 171 ENGINEER: BLACK'& VEATCH CORPORATION REFERENCE DATA: Contractor RFI NO' .'037 Spec Section 01016 Page No. 8 Para. 10.0208 — 8a Drawing No. CYS and Black and Veatch Sketch CONTRACTOR REQUESTS: ® Information 0 Interpretation 0 Clarification Perthe request df*Rlch Houghton, Eagle is Submitting this RFI as follows. We- have routed the 16"RAS Temporary..to the Existing Aeration Distribution Structure and were planning to 90 down Into this structure to discharge this RAS. The Flow could be split to either BNR#1 or BNR#2 by means of the Slide Gate that splits flow to either basin. Yesterday Laura Stratton and Rich Houghton requested a different means of discharging the RAS into the Aeration Distribution Structure (see the attached sketch that shows what Black & Veatch wants). eagle- will-requestrextrwrnoneyto-cover the -costs -of this extra -work. CONTRACTOR'S PROPOSED SOLUTION: REQUESTED BY: �.�`.''`a�. DATE: 08/07/08 ENGINEER'S RESPONSE: 0 Information ❑ Interpretation M Clarification For the items described above or In the attached material referenced: See attached for response. RESPONSE BY: Laura Stratton DATE: 08/08/2008 WSandAftle Contracting FgeeWob 1`11ea1171 • Lubbock W W'iP%RF1's1RF1-087 AS Temp.RAS to Aer.D19LSWctwe doc RFt' 037 'Response•. 08/0'8%2008 An equal hydraulic split- cannot' occur by adding RAS to one side of they Aeration Distribution. Structure, -and- opening gate SG 403 As detailed on Sheet I2: RAS would mix with the' effluent, froirt" rimarp .Clarifler No: 2': With 8G-403 open., there.:,will 'be's'ome mixing between.. the sides' of, the: box, but an equal split of the RAS. will; not occur::..An, equal RAS split: to.. Basins 1 and -2 is' important to' the .biological process.: - Upon.review of the contract documents, it appears that not enough detail was -provided for the bypass line. Per Sheet 12, the RAS line` was 'to be fed to the west side of the Aeration Distribution Structure only.... A second feed point into the.east,•side of. the structure was not. indicated but is required, The attached'detail. indicates the changes 'to this line to accommodate a hydraulic flow split. between the two ... -bas=ins.,---_._....._-..- _-.-,_._T...,�__._.�.�. _......._._... ,.,..�....__,� .• .._. _.._._..�.._.. .._....,_ . Based on the contract documents and the required changes, it appears that Eagle may ask for additional compensation to purchase a 16"x1011 Tee. Per Sheet 12, 16" pipe was to be installed over the structure. A 16"x10" Tee is now required. In order to protect the grating, it should be removed from the structure and replaced with plywood cut to accommodate the ductile piping. A revised sketch of the piping arrangement is attached to this response. ' �,S�• �v - t G ,. L Vin, � . �- ��; y�-,��„� r�u. + t s, --} �i ��, � t, '�'++}td3' i` • `e'r ..s st,( -,t ,e ', ii r r 1 i +-! y, ij {, r i- v F s• 'e'r.� r i -.r.ir;c;•"r�'si bbt',i1�•r}` i i ,��"• .,+ trss°'S- i !i*�,T+ 1 r �'i`�-'r c j �''. o. 3?�•Ys i n irzN-i�rjF 4 f .i';L.,r3.1 r.i "f C� '� -Ls.. 3 Ire 1 L �� rr t{7 r ri rr t . to Ft fa .T!'7� �' t �� {; L .• it� � •-- r.: T7 Tr. i'-¢ 34 L" r 4 4 -} .�r 7'. �1 G t.�J 1}. 1 y rtr 7 '1 r 13 •T 7L' Y 3 -fir za Vr •vim r.IF t z ••6,y. ,. ¢q`,'' s t r.l .,,1 •j+.r # x� x r 2t #' f �` `f -,�„ * h !..�::� � 5- xr ,1 - 3�. � �'� '` �# x i }•'. .� S. yl'+".�. t ?r y:a. r- 'p(-- #`i{,Cr r }, .'� r _! r; t j- , 'ttr,"4�' �� 1 r! y y- -�•r S T f ; F! L 7 i[ a. ` [ - jI ti ,� �. h-� r�' ?F�- z ` t -� � '� t� "k� �3�'+'.�� k�, Ssy�•� . _ 1 � c• 1* � rF•° i ' +t.:' I 1 �� , 1� 4; '{ r ,. 4.7, •.� t }{ic � . ix � r.-��-t Li �ti u� 4r-'• r *{s��a«�r J i �s. f '.^.`.._^T�" r n••4:m�.��«.� r+^a . r �h it e� rr:- �r, r i!r•la rn��F'� S+ u •r -- -moi -. `.. •..F _ - T :..� i i. i t � r �v ..... .. ... err anwr uraraa L rrwa uranw li I—but I -4 .� u: 1 a 4- a``�� Kto.C7•r � err anwr uraraa L rrwa uranw 08/07/2008 13:09 9724752301 I v j+ S 0 Stratton, Laura A. From: Soo Soon [SSoon @mail. ci. lu bbock. tx. us] Sent: Thursday, July 24, 2008 9:18 AM To: Houghton, Richard H. Cc: Stratton, Laura A. Subject: Fwd: RE: FW: Lubbock SEWRP Rich, Please request a change order from Eagle contracting as soon as possible. Soo Koon Soon >>> Steven O'Neal 7/24/2008 8:56 AM >>> Soon, I spoke with Chad (one of my plumbing inspectors), and he does not recall the conversation or having seen the drawing before. He does concur that the vent is needed and is OK as proposed. He did add that a cleanout fitting needs to be added at the upstream end of the 4" horizontal drain line, however. Replacement of the last 45 degree sweep with a wye fitting and adding of a 90 degree sweep, riser and floor clean-out plug will do it. Thanks, Steve >>> Soo Soon 7/23/2008.2:30 PM >>> Steve, Any idea what this is about? Soo Koon Soon >>> "Houghton, Richard H." <HoughtonRH@bv.com> 7/23/2008 2:14 PM >>> Ron meet with someone named Chad at the plumbing department and he said they want a second vent added in that same area, at the other end of the floor drains. I need to go over routing with PSC and then get a cost proposal from Eagle, it could take a week or 2. - - From: Soo Soon fmailtoSSoon@meil.ciaubbockax,usj Sent: Wednesday, July 23, 2008 1:58 PM To: Houghton, Richard H. Cc: Stratton, Laura A.; Steven O'Neal Subject: Re: FW: Lubbock SEWRP Rich, The City building official will accept the proposed of the 2 inch air ventilation pipe. Please process the change order asap. Soo Koon Soon >>> "Houghton, Richard H." <HoughtonRH@bv.com> 7/15/2008 4:41 PM >>> Soon, here is a small issue that might cost a few bucks. We have to add a stink vent for plumbing code up to the roof. See plan sheet P5. 9/9/2008 -----Original Message ----- From: Roland Holder [mailto:RHolder@team-DSC.coml Sent: Monday, July 14, 2008 3:31 PM To: Houghton, Richard H.; Stratton, Laura A. Subject: Lubbock SEWRP Keven Willis's response to the plumbing issue. Roland RH -----Original Message ----- From: Arch_xerox@corp.team-psc.com[mailto:Arch_xerox@corp.team-psc.com] Sent: Monday, July 14, 2008 2:47 PM To: Roland Holder Subject: Scan from a Xerox WorkCentre Pro Please open the attached document. It was scanned and sent to you using a Xerox WorkCentre Pro. Sent by: Guest [Arch_xerox@corp.team-psc.com] Number of Images: 1 Attachment File Type: PDF WorkCentre Pro Location: Lubbock Architecture Device Name: XRX ARCH For more information on Xerox products and solutions, please visit htt�:JLwvwv.xerox.com ( http [/www.xerox.com� } 9/9/2008 -21 Am Ff" YARD AEFER TO CY SFQWTS FCR owilmArrav --__._ -- - -•—ter'.__ � -�� , �_ ";.j .._ " qi .. . .......... ..... ...... I rill ---- - - ------- -.. .......... > t Jw- L mmCmW*Ctrot 1 7 FOR OUNooMlr I T.PPUAR y F0.1 CIARIFIER NO, 3 � � i f I i I j I T t if p e? TlEgmitiA115 T-1 PRIMARY CLARIFIER NO. 3 PUMP STATION - PLUMING PLM KEYED NOTES IMIC.'a oy.. Cr -- I AOM MW PIPIAlf AS WON At MQUY". PA VIW &ZAV PL4N* RM FUr(W Q*MCVlAV MWAVION AW?f S, AM crt* to MMEMI PJW STAIM WW. 4 AUMI * AW LlAff SM WAL M W- 1. Air14 •1 AT so, A. PIP, August 26, 2008 Black & Veatch Corp. 9441 LBJ Freeway —Suite 114 Dallas, Texas 75243 Attn: Ms. Laura Stratton RE: Southeast Water Reclamation Plant Improvements Contract ITB # 07 -730 -BM— Project # 92126 The City of Lubbock, Texas Black & Veatch Corporation Subj.: Contractors Modification Request (CMR -07 -Provide Plumbing Clean out and Vent in the Primary Clarifier Pump Station) Dear Laura, Eagle Contracting, L.P. proposes to add the necessary Vent piping and Clean out at the Primary Clarifier Pump Station for the total lump sum amount of One Thousand Four Hundred Eighty Six Dollars and Thirty Nine Cents ($1,486.39). Sincerely, Dave Mullenix 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 Date: August 26, 2008 Proposal: CMR -07 Work Description: Provide additional Cleanout and Vent not detailed for the plumbing in the Primary Clarifier Pump Station MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ,mTv uuT�+ t. It Install Vent and Clean Out Piping for Drains In the Primary Clarifier Pump Station Subcontractor time to install material. 9 MH 702.00 0.00 0.00 Journeyman Plumber ($78 per hour) 0.00 0.00 0.00 0.00 4" Cl DBL Wye 1 EA 53.96 53.96 0.00 4"x2" Cl Wye 2 EA 49.10 98.20 0.00 2" Cl 1/8 Bend 2 EA 11.88 23.76 0.00 2" CI 1/4 Bend 5 EA 14.27 71.35 0.00 2" CI Soil Pipe 50 EA 3.68 184.00 0.00 4" Clean Out cover 1 EA 27.72 27.72 0.00 Pipe/Fitting Gaskets 20.00 EA 5.00 100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 702.00 558.99 TOTAL LABOR 0.00 0.00 TOTAL LABOR W/0 BURDEN 0.00 LABOR BURDEN/BNFTS - 52% 0.00 Below is Eagle's Breakdown of Costs: 0.00 FICA - 7.65% ' 0.00 SUTA - 3% 0.00 FUTA - 0.8% 0.00 Workers Compensation - 12.8% 0.00 Overtime - 5% 0.00 Vacation - 3% 0.00 Health Insurance - 7% 0.00 401 K - 3.75% 0.00 Housing, Furniture, Utilities, Meals & Ga 0.00 -9% 0.00 Note: the only two items above that are 0.00 fixed are FICA and FUTA, all other 0.00 items are variable, subject to change, 0.00 averages and considered estimates. 0.00 0.00 TOTAL LABOR TOTAL MATERIALS 558.99 TOTAL SUBCONTRACTS 702.00 0.00 SUBTOTAL 1,26D.99 INSURANCE @ 2-1/2% 31.52 1,292.51 SUBTOTAL OH & P @ 15% 193.88 1,486.39 SUBTOTAL 0.00 TOTAL 1,486.39 ��SMAI.L.Bt3$ilN 1iOD5TONWW" <rebecca.freathy@ferguson.com> Frain: "Rebecca Freathy - 11Q7 7 Subject: Email Bid# 6112230 To: d.mullenix@eaglecontracting p.co ...... ................... Date: 1 Jul 2008 17:26:30 -0400 _ _._-...._._......._........ .._.___ Price Quotation # B112230 Ferguson Waterworks #788 2650 S Pipeline Road Euless, TX 76040 Phone: 817-267-3900 Fax: 817-267-3912 Bid No.......: B112230 Bid Date...: 06127/08 Quoted By: RLF Customer.: LUBBOCK SEGLE R\NTR RECLAMATION PO BOX 1600 KELLER, TX 76244 Cust PO#..: CHANGE ORDER item Description Print - Close Window Cust Phone: 817-379-1897 Terms.........: NET 10TH PROX Ship To.......: NTRACTING LUBBOCKLE USE WT'R RECLAMATION PO BOX 1600 KELLER, TX 76244 Job Name.: LUBBOCK SE WTR RECLAMATION Quaniiiy Net Price UM Tatal 1399... 7/1/2008 i httpJ/b8.maii.yahoo � vORKS DWG Pi 4 109.000 EA 436.00 *0505 3 NH ROOF DRN W/Dohe 7 543 EA 75.43 W3003NH 10 NH9M 3 NH 114 BEND. 4 7.543 EA 30.17 NH4M 3 NH 1/8 BBN) 130 468.338 C 608.84 NHPM10 3X10 NH SOIL PIPE 25 9.714 EA 242.85 NHWBCM 3 HUSKY HD 2000 NH COUP 2 142.285 EA 284.57 W3943NH 3 NH NB DSPT NOZ 2 7.055 EA 14.11 *0704 3 NH END CAP ZP886E3 PLANT FOUR PRIMARY CLARIFIER SLUDGE PS DWG PS 4 77.715 EA 310.86 W 1104STD6 4 C1 FLR DRN W/ ADJ STRN 4 58.958 EA 235.83 SVDSPTP 4 SV DP SEAL P TRAP 7 71371 EA 121.60 SV4P 4 SV 1/8 BEND 3 53.95 161.87 SVDYP 4 SV DBL WYE 80 771.250 C 617.00 SV SHPP 10 4X 10 SV SH SOIL PIPE 275.000 EA 135.00 4 SV TYSEAL GSKT SVTGP 1399... 7/1/2008 i httpJ/b8.maii.yahoo � Ol JOB NVUCE 611 1 Li `} M-37270, J � TERMS: PHONE DATE OF ORDER ORDER TAKEN BY CUSTOMER ORDER NUMBER DAY WORK 0 CONTRACT Q EXTRA JOB NAME NUMBER JO N` fie JO STARTING DATE rb:Y.SF ,�y.�k3 V4 yp� :ti 4 t a ..y i • rjF, i •'r:' wPi`v � -� to 6F �. %rid r n i y T Pa G � � I manR 3 A TOTAL OTHER I qS 13 1 p I t TOTAL LABOR DATE COMPLETED TOTALMATERIALSL �t ; ; TOTAL MATERIALS Z q r..S.B.P.E P.O. Box4200 Ausdn, 7 785 12) 488-2145 TOTAL OTHER Work ordered by y TAX Signature I hereby acknowledge the satisfactory completion of the above described work. TOTAL 2 �'1 t4 September 9, 2008 Black & Veatch Corp. 9441 LBJ Freeway —Suite 114 Dallas, Texas 75243 Attn: Ms. Laura Stratton RE: Southeast Water Reclamation Plant Improvements Contract ITB # 07 -730 -BM — Project # 92126 The City of Lubbock, Texas Black & Veatch Corporation Subj.: Contractors Modification Request (CMR -08 - Addition of Pump Linings for the TWAS Pumps and Cabinets and Controls for the Free Standing RFD's for five Pumps) Dear Laura, Eagle Contracting, L.P. proposes to add Pump Linings to the two TWAS Pumps and add Cabinets and Controls for all five of the Double Disc Pumps AFD's for the total lump sum amount of Thirty Three Thousand Seven Hundred and Thirty Nine Dollars ($33,739.00). With Kindest Regards, Glenn Grant Project Manager cc: File (Proposals) & Field P.O. Box 1600 Keller, Texas 76244 0 Metro (817) 379-1897 a Metro (817) 379-0610 Fax Eagle Contracting, L.P. SEWRP - Lubbock Job No. 171 Date: September 9, 2008 Proposal: CMR -08 Work Description: Provide cabinets & controls for the Double Disk Pumps and also a tungsten carbide lining MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR ACTIVITY QUANTITY UNITS SUBCONTRACT S $ Provide AFD Cabinets & Controls for the Double Disc Pumps Purchase Cabinets & Controls 5 ea 5,669.80 28,349.00 0.00 0.00 0.00 Provide Tungsen Carbide Lining 0.00 0.00 for Double Disc Pumps 0.00 0.00 0.00 0.00 Purchase Linings for TWAS Pumps 2 ea 1,500.00 3,000.00 0.00 0.00 0.00 0.00 31, 349.00 TOTAL LABOR i 0.00 TOTAL MATERIALS 31,349.00 TOTAL SUBCONTRACTS 0.00 0.00 SUBTOTAL 31, 349.00 INSURANCE @ 2-1/2% 783.73 SUBTOTAL 32,132.73 OH & P @ 5% I I 1,606.28 SUBTOTAL 33,739.00 i i 0.00 TOTAL 33,739.00 1 Resolution No. 2008—RO394 South Western Environmental Equipment Technicians 7904 La Cosa Drive Dallas, TX 75248 (972) 233-1602 a Fax (972) 866-6852 Email: ejeortez@sbcglobal.net QUOTATION # 967TX6-Revision # 1 To: Eagle Contracting L.P. Date: September 8, 2008 PO Box 1600 Terms: Per Contract Keller, TX 76244 Submittals: 2-3 weeks from Change Order Attn: Glenn Grant Delivery: See below Phone: 817-379-1897 Email: a.grant0eaglecontracting1p.com TY Description Price Amount Changes to Contract and Pre -Negotiated Double Disc Pumps for the Lubbock SE WRP Improvements Contract 6 Purchase Order # 171-1103 2 -lot Adder for Tungsten Carbide Coating on Housings for each Double 1,500.00 $3,000.00 Disc Pump Furnished 5 -lot Adder to Furnish Complete Enclosures and Controls for AFD Units $6,000.00 $30,000.00 already being supplied, per Specification Section 16150P2 and all related Drawings. Unit Designations: SCSC-P-4601, WAS -P-4602, WAS -P-4603, TWAS-P-2501 and TWAS-P-2502 Exceptions: Section 16150P2 1-4t Harmonic Testing Plan is not included. Section 16150P2 1-6 Spare Drive will be provided in lieu of Spare Parts Listed Section 16150P2 3-5.02 Harmonic Testing is not included. Note: Exceptions listed above are the same as approved on SWEET Proposal # 106-A, dated 11/2/08 Less 5% Discount for Pre -Negotiated Package ($1,651.00) Total Adder Price $31,349.00 Revised Contract Price $220,665.00 Note: Once approved and change order is issued. SWEET will provide a new submittal to incorporate all the changes. Delivery: Pumps -6 weeks from Approval AFD Control Panels -8-10 weeks from Approval Quotation By Christo=hex J Cartez