The URL can be used to link to this page

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 I to execute for and on behalf of the City of Lubbock, Change Order No. 2 to that Contract by and between the City of Lubbock and Eagle Contracting, L.P., for the ist Water Reclamation Plant Improvement (ITB# 07-730-BM), and related ants. Said Change Order No. 2 is attached hereto and incorporated in this on as if fully set forth herein and shall be included in the minutes of the City by the City Council this 9th day of October , 2008. TOM MARTIN, MAYOR TTEST: -)ca Garza, City Secretary ROVED AS TO,jCONTENT: for Water Utilities City Manager ROVED AS TO FORM: Ord K. Casner Assistant City Attorney AT ARICHARDUResolutions\Res.EagleContracting. ChangeOrder2.092508. doc Ca ./ CITY OF LUBBOCK CHANGE ORDER FChan7geOrder #: 2 Contractor: Eagle Contracting, L.P. ate: 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 conditions encountered during construction not covered by the specifications and drawings of the project (attach additional pages if necessary): 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 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+ * 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): $ 146,630.09 F. PERCENT OF CONTRACT OF ALL CHANGE ORDERS (EIA): 25%Maximum 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 Change Order is not valid without th_e foliowin-a denatures Tease sign in order and return 3�oriYinals with Contract Cover Sheet to Purchasing and tract Maa&ement Department): (1) Ct TRAC Date (2) PROJECT ARCHITECT/ENGINEER Date as to (3) (5) CAPITAL Approved as to 4TA� T�IVE ��--T Date (4) ATT( MANAGER Date (6 PURCHAS' Change Orders over $25,000 require a Contract Cover Sheet and the following signatures. °! ly 0y ate � —Z'—pV CONTRACT MANAGER Date crrY o�F u$ocx A 10/9/08 1019/08 (7) MA OR Date (8) CITY 'ECRETARY Date Council Date: October 9, 2008 Agenda Item #: 5.9 Resolution #: 2008—RO394 PUR-045 (Rev 02/06) QBLACK & VEATCH 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. 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 56'/2 -inches per the data included with submittal 11150P1-020. This frame will reduce the size of the structural beam by 8'/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. 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). 6. 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: City of Lubbock, TX Contract. Contract No, 6 Contractor: Eagle Contracting, L.P. Owner's Contract No.: 48119 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: (Specification Section(s)) IMLS1, IMLS2, IMLS4 (Drawing(s) / Detail(s)) Description: It has come to our attention by the Resident Project Representative 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 56% -inches per the data included with submittal 111501-020. This frame will reduce the size of the structural beam by 8'/z -inches. This change to the structural design is unacceptable. We have reviewed several options for correction of the hatch size. One 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 equipment representative indicate that delivery could take between four to six weeks. A second option would be to modify the beams in the slab 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 by: ; Accepted by Owner: I Date: Receipt Acknowfedged by Contractor: I Date: (2) #5 CONT #4x2'-6" AT 10" HATCH SLAB BEYOND REINF BEAM WITH J2) #8 TOP AND BOTTOM 3 STIRRUP AT 10" 1'-2" IMLS ROOF BEAM 3/4"=1'-0" 10m PROJECT NAME: SEWRP SHEET: 1 ISSUE DATE: 12 AUG 2008 PROJECT ADDRESS:. REVISIONS: LUBBOCK, TEXAS PSC PROJECT #: 01-2680-06 0 1 REF 1 /IMLS4 FOR f`/ 1n MrIKIC IMLS 3/4'=1'-0" ROOF BEAM SUPPORT AT P..'OF r.. ............................... r IICHAEL ROLAND HOLDER �� •. 93654 • ,�� (2) j6x 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 Eagle Contracting, L.P. SEWRP - Lubbock Date: August 26, 2008 Job No. 171 Proposal: PCM-02 Work Description: Lower I MLS Wet Well Beams to make room for Access Hatches Ref. Field Order No.2 MATERIAL TOTAL LABOR TOTAL UNITPRICE MATERIAL UNIT PRICE LABOR w�ITIT/ 1\IITQ re wnr T A Lower Bearns of IMLS Deck "Dismantle Deck Forms and gwer Beams" Five Man Crew for (5 days) 200 mhs 0.00 16.40 3,280.00 Crane Operator for (3 days) 24 hhs 0.00 20.00 480.00 0.00 0.00 Rent of Shoring System - PERI 0.25 mo 1,847.00 461.75 0.00 0.00 0.00 "Additional Beams Concrete" 0.00 0.00 0.00 0.00 Beam Sides Forms 144 sf 0.80 115.20 0.00 Install Beam Sides 44 mh 0.00 16.40 721.60 0.00 0.00 Additional Rebar 640 Ibs 0.54 345.60 0.00 Additional Rebar installation 640 Ibs 112.00 0.00 0.00 at 17.5 cents per pound rebar 1 0.00 0.00 0.00 0.00 Additional Concrete 1 cY 95.00 95.00 0.00 0.00 0.00 60 Ton Hydraulic Crane - Eagle 0.25 mo 7,500.00 1,875.00 0.00 Fuel, Oil, Grease & Maintnenance 1 Is 562.50 562.50 0.00 (30% of Rent) 0.00 0.00 0.00 0.00 112.00 3,455.05 TOTAL LABOR F4,481.60 0.00 TOTAL LABOR W/0 BURDEN 4,481.60 LABOR BURDEN/BNFfS - 52% 2,330.43 6,812.03 TOTAL LABOR TOTAL MATERIALS 3,455.05 TOTAL SUBCONTRACTS 112.00 SUBTOTAL 10,379.08 INSURANCE @ 2-1/2% 259.48 10,638.56 SUBTOTAL OH & P @ 15% 1,595.44 12,234.00 SUBTOTAL 0.00 TOTAL 12,234.00 CONTRACT TIME EXTENSION REQUEST = S WORKING DAYS SEWRP - Lubbock Detailed Proposal (Start of Detailed Proposall 7. Intermediate Lift Station Shoring 7.1. Intermediate Lift Station Multiflex Pos City. 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 MULTI PROP 625 (246') 027305 7 18 PC MULTI PROP 250 (98'7 027289 8 85 PC LEDGER FRAME MRK 150 026350 Total list price monthly rental (28 cal. days) Summary Pos. 7. Intermediate Lift Station Shoring Rental items Pos. 7. Intermediate Lift Station Shoring Pos. 7.1. Intermediate Lift Station Multiflex monthly rental (28 cat. days) Proposal summary Rental items Pos. 7. Intermediate Lift Station Shoring Pos. 7.1. Intermediate Lift Station Multiflex monthly rental (28 cal. days) US$ US$Aotal 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 Tax not included Weight 11,417 lbs $36,924.27 $1,846.21 $1,846.21 $1,846.21 $1,846.21 Field Order No. 02. Date of Issuance: August 13, 2008 Project: Southeast Water Reclamation Plant, Water Resources Improvement Project Owner: City of Lubbock, TX 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 (Specification eytion(5)) (Drawing(s) / Detail(s)) 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 Wails Accepted. by Owner: I Date: Receipt Acknowledged by Contractor: I Date: 0 I OF Tf MICHAEL ROLAND HOLDEF 93654 (2) #5 CONT #4x2'-6" AT 10" HATCH SLAB BEYOND �- REINF BEAM WITH �2') #8 TOP AND BOTTOM 3 STIRRUP AT 10" 1'-2" 1MLS ROOF BEAM 3/4"=1'-0" Op PROJECT NAME: SEWRP SHEET: 1 ISSUE DATE: 12 AUG 2008 PROJECT ADDRESS:. REVISIONS: LUBBOCK, TEXAS PSC PROJECT J: 01-2680-06 a CD r � �• ii' *........................:*. MICHAEL ROLAND HOLDER 93654 REF 1/IMLS4 FOR QI AM E2rt\Ir (2) #6x 52 12 CONCRETE WALL ALREADY PLACED IMLS ROOF BEAM SUPPORT AT WALLS 3/4'=1'-O" 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 MALL. SUI Print - Close Window Date: Tue, 12 Aug 2008 13:31:20 -0700 (PDT) From: "glenn grant'<g.grantLOeaglecontractingip.com> Subject: SEWRP - Lubbock (IMLS Pump Hatches) To: "Laura Stratton" <strattoniaObv.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 parkhiil drew. Is this a problem? Thank You, Glenn Grant Eagle Contracting, L.P. Attachments Files: if IMLS_Pump Hatche®_8_12_08.pdt (154k) http://b5.mail.yahoo.com/ymleaglecontractinglp.com/ShowLetter?box=Sent&MsgId=3080_87b0577 1959 ... 8/12/2009 08/12/2008 13:15 9724752301 EAGLE CDNTRACTING PAGE 01/01 11 W O U h W W L3 I ---_HINGED-SIDE OF GRATES \\ ♦\ ° \ ♦\\ \a\ \ a °i°%i�°iii°i°i Xv xv \ \/\i\i\°\/\°\A.AA MM:1 °\\°\ r ° OF i° i /° ° °°%r%°°i �AN � SAFETY GRATE PADLOCK CLIP LIFTHANDLE 81' HATCH OD 72' ACTUAL OPENING LIFT ASSIST ON COVE ACTUAL NUMBER OF GRATES DEPEND ON FINAL LIFTING WEIGHT Of GRATES. KEPT AT MAXIMUM OF 30 LBS OF PULL REQUIRED .r----TO OPEN GRATE----T 7fr HATCH FRAME OPENING DRAWING NOT TO SCALE Style 'FLED-AOSH-DD' access hatch, as manufactured for ITT Flygt Corp by Syracuse Castings (Western Regional Office In Tooele, UT. Teti 901-544-572B z i Faxi 801-544-9571, 9 N a.� � 1�. ""b � Material shall be 6061-T6 for aluminum bars, angles, and a - s v) extrusions. 1/4' diamond plate iy 4 £ shall be 5086 aluminum, Exterior y y •� of frame which comes In contact w with concrete shall have one J Q eo er r 6 ::.. 66 `` S V coat black paint. Z Q N = Unit designed pedestrian rated, in for a minimum live load of 300 N lbs./sq.ft, Each door equipped with a hold open arm, Doors shall lock �. open In the 90 degree position. Grates will lock open at 90 12' THICK ROOF SLAB—�- —� degrees. All hardware shall be stanless steel. Each door shall be supplied with a heavy duty, stainless steel Hatch shall be supplied with a recessed slamlock. lift assist, for ease of Each cover shall be equipped with an aluminum lift operation when opening, handle, The lift handle shall be flush with the top of Angle frame shall be of the 1/4' diamond plate. extruded aluminum, with a continuous 1-1/4' anchor flange. Unit shall be supplied with multiple hinged safety grates to provide protection against fall through and Cover hinges shall be of heavy to control access to the confined space, duty design, Material shall be grade 316 stainless steel. Unit supplied with safety chain T n t L S�) on open side, (opposite of safe i hatch). 12' THICK is ROOF SLTAB I E(M E_ - A Padlock cAo (Padaik Sk4plbd B,r oua�) Unit supplied with exposed padlock clip. (details this page), O U LL. f� 0_ U O a a) O O id N LL 0 IL a) .0 N U) U) 0 L- n. LL. In IL if SLAB THICKNESS "FDRN" STYLE PEDESTRIAN RATED SLAB THICKNESS 1 Q� STYLE PEDESTRIAN RATED ALL LIGHT DUTY AND HEAVY DUTY HATCHES ARE AVAILABLE WITH SKIRTS TO MATCH THE SLAB THICKNESS. THIS OPTIONAL ITEM IS A LEFT IN PLACE FORM WHICH HELPS ELIMINATE ERRORS DURING INSTALLATION 1) Caution: Cover may be spring loaded. 2) Remove tee handle (if equipped with slamlock) attached to underside of hatch. Remove threaded plug for access to outside slam lock release. 3) Place hatch on formed opening so that lift handle is in desired location. Be sure unit is set on a slight pitch toward drain comer and that drain is connected (on "FDRN° styles only). 4) Before pouring concrete or anchoring in place, open and close door(s). Check to ensure that door(s) rest evenly on all sides of frame. If not, shim under flame at proper corner. Check for proper door operation 5) With door(s) in closed position, pour concrete flush with top of frame. Exercise care to prevent concrete from getting into the frame or around hinges. 6) Support frame to prevent sagging. Do not permit the weight of the concrete to push the frame inward which will reduce clearances between door and flame. 7) Do not allow flame to twist or rack. 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. ............. _........ _. With Kindes egards, ^Grant 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 Metro (817) 379-0610 Fax Eagle Contracting, L.P. SEWRP - Lubbock Job No. 171 Work Description: Add 6" Crushed Rock Bedding under BNR Basin #3 Ref. Field Order No.6 ACTIVITY Add 6" Crushed Rock Bedding undqrr BNR Basin #3 Note: this work will require an 5 man crew with 3 equipment operators =8 men at 8 hours per day for 7 days at a manhour rate of $16.40/mh. 6" additional structural excavation Haul Excess to Stockpile Spread Excess at Stockpile Filter Fabric Crushed Rock Bedding Poly ontop of Rock Construction Equipment: PC 480 Track Hoe - Eagle-1wk Kawasaki Rubber Tire Load-Eagle-2wk Dozer- Hertz - 1wk Smooth Drum Roller-ASCO - 1wk Bobcat to spread Rock - Hertz - 1wk Fuel, Oil, Grease and maintenance - 30% of Rent Small Tools (5% of Labor) TOTALLABOR TOTAL LABOR W10 BURDEN LABOR BURDEN/BNFTS - 52% TOTALLABOR TOTAL MATERIALS TOTAL SUBCONTRACTS SUBTOTAL INSURANCE @ 2-V2% SUBTOTAL OH&P@15% SUBTOTAL QUANTITY UNITS 448.001 mhs 429 cys 601 tys 429 cys 30063 sf 858 tons 27000 sf 0.10 mo 0.10 mo 0.10 mo 0.25 mo 0.25 mo 1 ! Is Date: September 9, 2008 Proposal: PCM-03 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR 0.00 3.00 1,803.00 0.00 0.00 0.08 . 2,405,04 15.50 i 13,299.00 0.03 , 810.00 0.00 0.00 9,500.00 950.00 4,600.00 460.00 3,300.00 330.00 4,416.00 1,104.00 1178.50 294.63 3:138.63 941.59 i 0.00 0.00 7,347.20 I 326.95 0.00 { 0.00 i CONTRACT TIME EXTENSION REQUEST = 7 WORKING DAYS SEWRP - Lubbock 16.401 7,347.20 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 7,347.20 11,167.74 22,724.20 0.00 33, 891.95 847.30 34,739.25 5,210.76 39,950.00 0.00 39,950.00 Field Order No. 06 Date of Issuance: August 26, 2008 Project: S%MeaetWater Reojamation Plant, Water Resources Improvement Project Owner: City of Lubbock, TX lowner`s Contract No.: #811 Contract: Contract No. 6 Eagle 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 23. If you consider that a change in Contract Price or Contract Times is required, please notify the.Flesident 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 Section(s)) (Drawing(s) J Detaii(s)) Will additional drawings be necessary! (X ) ( ) Yes No A#achment$,. F;gure F06-1 showing the termination of the material at the BNR slab.. Accepted by Owner _ I Date: Receipt- Ackno "I"ed b ntractor.: I Date: . . . . . . . . . . . . CKF L . . . . . . . . . . . . El 3144.0t SANDS T9M,5 GRANULAR FILL F06 1 oa:f N %.lot ...... U ...... URA A. STIAl 92011 —,I&-A408 10J031�98 11:36 5173790610 EAGLE CONTRACTING LP PAGE 02/04 • RFM, AUG 0 5 2008 v ORIGINAL INVOICE PROGRESS BILLING mdai y12e10e jam THANK YOU FOR RENTING FROM HERTZ[ CUSTOMER NUMBER; 0135262 RMIQUOTE NUMIBER: 17340499 INVOICE NUMBER: 23598396.001 EAGLE CONTRACTING LP PO NUMBER: WED JOB NUMBER: 1 - WATER PLANT P 0 BOx 1800 ORDERED BY: RON BRAY KELLER, TX 716244-1e00 SIGNED BY: DKIVEREO SY, HERO RENTAL START DATE: 81301M 11:06 CLOSED -By, i SALES RIP: DICKIE DAVIS SHIPPING ADDRESS: HERTZ LOCATION: 490 RENTAL DAYS: 28 INYOXX FROM DATE: 6130108 WATER PLANT 3424 E. SLATON HUVY INVOICE THRU DATE: 7124104 BOTH a JAVA LUDDOCK.TX 7904 LUBNOCK, TX 75401 Ph: SO6.746.3500 Fes:806.745i048 ORIGINAL ADJ TOTAL PAYMENT TERMS ARE NET 10 DAYS RENTAL CHARGES 3300.00 3300,00 DELIVERY/PICK UP 150.00 Customer is rosporsrihia ter FUEL. FLATS. DAMAGE and j TAXABLE CHARGES 3450.00 3450. CLEANUP FM$. TAX 353.45 1"93'919r LATE CHARGES MAY APPLY TOTAL CHARCIE6 3.65 3665"er FOR CUSTOMER SERVICE AND BILLING I1+tQUIRtES CAI.[. I-800456-[i442 J P . I6r.r..r........-.. Ant ZCt` I'JlY»I1"Y'Oe Red HERTZ ECkUWMENT RENTAL CORPORATION Vendor Y• r P.O. BOX 8SC280 r� DALLAS. TX 75233-0280 OtY zq%l�pment 4 Mrs/ xin Rour Day week 4 week AMO=t 1 DOZER/00-9S 9P/STA=ARD TAACK/DSL $/ 420.00 A�4,40 995.00 33CD.00 336D.40 2000BS025 Make: DEERE Modal: 550J $er #: 7055DJR1140.12 HR 07Ts 1929. nO 1M IN: >M CHO: t ,� For GREAT DEALS on U4ED IQUIPMONT •visit us en -lima at y+r�,ttdug&i ppp1 Detach and sand bottom portion with payment. DAOLIE CONTRACTING L/ 71ZD/db CWtomsr Number, 01352t2 P C BOX 1600 Invoice Number: 23596396-001 10ELLER,TX 762d4-1000 ►LRASE PAY THIS AMOUNT: .$S 1nFndrznna ll:db tll/B/ybblb 621 14srroafatea�aa ls.pply Coonp�ny, �oeai. 83TABLISHED ISOO EAGLE CONTRACTING LP PAGE 03104 INk LUMQk, TEXAS AMA10LL0, TEXAS OMBA, TWO MICHRA FAt1.% TSXA.a PHONe: IM746,2000 PHONE SCt)19T94M PHONE: 4M37.28Z PHONE: 24aw-272a FAX! 4D6/748.1;68 FAX; 90072.1000 FAX: 4==7-MIS FAX; 640OP-2724 PIRR1rTON, TOM MIDLAND, TEX" CLOWS, NEW a1IWW DALHAAT, TWO AWLIENE, MAO PHONE: 604Q6.7773 PHONE 431t$1409 PHONE: 97W42-Me PHONE: 3OW44-1a4O PHONE: 32640B-E72a F1Ji: SOW443.7197 FAK 4U488.6W PAX, 51,032•Bt41 rAX: 8M44-1841 FAX: 32SBB&V4o Customer I N V 0 I C E Invoi Ce Ps 26073 Document R91405 5/24/08 Said To RECD ,SUN 0 2 2008 Snip To EAGLE CONTRACTING CORP. RON BRAY P.O. BOX 1600 EAGLE CONTRACTING CORP. KELLER TX 76244 GUAVA STREET LUBBOCK TX 77777 $171379-1897 $171379-i897 Ship Via ASCO TRUCK --- --------------------------...--w----------.-----------.........---------...__ Sr Irk Make Model ser-ial Equi,pmomt Motor als Customer P.O. ---------------------------------- -..--. ----------- --------------- —-------- --- 001 44 QUAVA ----------..-----------------...--------...---------_----_.-------------_—_-------- Osp�dr Ship De4cp i p t i on Each Amount -----------------------'�..rr. w�..�-- �--.--------- --�--- ---- ------.r--�w+�w,w-- -------- - --- -- Taken By JOE ROCHA Rental Contract RIP1405 lPee-iodl 5/ZI /0B Thru 6f 1710$ 1 1 90 600302 9WZ1 1 PD-3 C101580871104 DC14AG 'VIBRATORY 91tCLE DRUM 1 ENVIRONMENTAL FEE I PICKUP/DELIVERY 9 4,416,010 I ION -TAXABLE MUNI JOB Ty Pe Code Z. 1,3116tus �.....�....�,.. Amt r1.,4 44.16 .00 N/C FMT DUE ON DATE or INVOICE. ANNUAL IWTEREST OF 6X WILL HE CHARw'ED STARTING 30TH DAY AFTER DUE DATE, 4,416.00 44.16 .00 ------------ ------------------------------- --. --- -----_--_-.....--------------- i'otal 4.4ia4. 16 1MENwCUMw (8 v----_--�_-----,.."TMRT-T(EipImprair (FIVGICB'--•• �n�ft P.Oto: A900 :uetwere eaaeptanoe of a to gwde and serriou, ouateteer anreaa ta, ha rod and eaoapt4 all liens, . Sox 3t3b9 • Labboek. Tarot 79452 to and abrtdltlono ete emea here and on the mame aids homml. .. ORIGINAL COPY 10/03/200EI 11:35 9173/ybblb �-__- wF7m tI�UL.t WN I KAL I 1 Nb Lr' FINAL BILL ORIGINAL INVOICE 7110100 THANK YOU FOR RENTING FROM HERTZ! CUSTOMER NUMBER; 0135252 REe/QUOTE NUMBER, rAVt F74� n4 MOD JUL 16 202 �1 I i�IIY�NNi�llfll�il{I��{{��I�I� INVOICE NUMBER! 23348208-001 EAGLE CONTRACTING LP NUMBER: 171PLANT JO JIOt NUMBER: 1 -WATER PLANT ` P O EIOX 1 Soo ORDERED SY: DAVIS, DICKIE 01-LE:i. TX 762"-1600 SIGNED BY: DAVIS, DICKIE DELIVERED BY: HERO RENTAL START DATE: 9l13108 13:59 CLOSED BY: JAMES t, OWENS SAL29 REP: DICKIE DAVIS SHIPPING ADDRESS: WIRTZ LOCATION: 450 RENTAL DAYS; 27 INVOICE PROM DATE: 6113ios 14:00 WATER PLANT 242i E. SLATON HWY INVOICE THRU DATt: 7X)S!OB 17:00 SDTH aV JAVA LUBBOCK, TX 7M04 LUSSOCK. TX 79401 Ph: 806-745.3500 FaX406-748 404d ORIGINAL ADJ TOTAL PAYMENT TERNS ARE NET 10 DAYS NNTAL CHAR0111 1175.00 1175,00 OTHER CHARGES 3.50 3.50 Cuslarner le ►aaponslble for f1JEL. FLATS, DAMAGE and DELTVERY,PICK UP 75.0D 0 CLEANUP FIRS, TAXABLE CHARGES 1253.50 7258.50 LATE CHARGES MA'V APPLY TAX 129." TOTAL CHARGES 1301.94 44e%" FOR CUSTOMER SERVICE AND BMLING LNQLMUS CALL 1-800.48E-4442 In nm rT tATb=r ilk HERTZ MUIPNIENT RENTAL CORPORATION P.O. BOX 650290 DAL.LAS, TX 75205-0200 j NET DUE 1381.94 j t r Qty Equipment 14 r. r1 Hxs/ VAX flouryap Wank 4 week Amowak 1 CRAWLER, W DER/l/2 YD/G=RAL/DSL S/ 160.00 206055034 Maka: TA.X8V4H1 Model: TL1�C sex 4: 2i3 3401 Hours Free: HR OCTTr 1419.200 FIR IN. 1449,600 ?OTALj 30.400 FM1% 16C.000 ECC8B8; 0 Hw CH3, 3.672 ENVIRONMENTAL, RECOVERY PSES GSB60000DIjob DA 7 TYPE 7/10/08 HERTZ CHARGE TYha �ati�B Fw Vendor Date DLS ._- 160,00 393,00 1175,00 1175.00 B 40 160 1 3,50 Phaee.�._,�t � _ F1yCrrar CQdg I 2s81.94 Amt For GREAT DIALS an USED EQUIPMENT - visit us Sri -fins of www.hartze ptp, Dataoh and send bottom portion wM paYmam. EA3LE CONTRACTING LP 7110ME Cuatemst Number: 0136261 P O BOX 1600 Invales Numbor; 23548205-001 KILLER. TX 78244.1600 i PLRASE PAY THIS AMOUNT: 1381.94 PROJECT: SOUTHEAST WATER RECLAMATION PLANT IMPROVEMENTS OWNER- THE CITY OF LUBBOCK TEXAS CONTRACTOR: EAGLE CONTRACTING LP ENGINEER: BLACK & VEATCH CORPORATION PROJECT NUMBER- 92126 171 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 ❑ 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 For the items described above or in the attached material referenced: The pipe should be lowered 30-inches to accommodate ® Clarification the duct bank. See attached sketch. RESPONSE BY: Laura Stratton DATE:08/08/2008 S:1SandMagle Co*acgng FIIesUob FUes1171- Lubbock W WTPIRFI'8%RFI-D36-Cmflicts 43 IMLS Plpe and EtecMcel Ductbank.doc IT lam R au,.w a Jrer.w ' 3Sria 4} V.Prr�c i III ]u° Join .el ib t +�. mro ooac �xasserr. •ems , ji�,�<'� s nox eqr par troy "'h ar o•» 0•M I.» I.w a•» a•w a•» J.w +.W NM s.» a•M a•» a.w r.» 0. 42• PNrIWiY DISTRINWTrON STRtaCTUPE S� ►(� . IwLIkM i rura: rw• reel: r•ro• { f 1 ffF �(F• B i � i 8 3 �� a f• g 9 arm g A. arm a e i VIrc15 < arm s arm 4 N -. - -- 0 �i G 4oPoA3,ki 210ti 2 YyrrJIM Y exgl N +2• ae eet NeOa m rLL G rE�msr.w J,p Jtp ra � Jtp ]rp 1 e•w !,» o•» o•M ]E 31�i1.50 ,•» ,•» z.» a•M a.» o•w o•w re owo ra,r», ,w rOr! ' ldal.11E, IrfleMF, 6 AlPIA[a r+• OGpv YOUR, eooR, { xrPl.eE! r+• mM LOInl10. a t rla' aw Ja xfa,/xm m IQI]Ll IIIII PIM. aa' P(i21lSRY DISTRIBUTION STRUCTLWE CONx10L • r ,/]• 8{a r,ac.rL .rer Pln. Y IfWlxlO m ae' INTERlIEDIATE LIFT STATION 28' fNTEAYE0IA7 LIF( STAiIQV ae• INTEgtlEOlATE LIFT STATION INFLUENT Macs: 1'•w• rwL Nr hM/e: r•-»' INFL /PMAL��rr Nl� 14ale: I-C - INFL T� gars: I••»' 1/MIaMCOM qI .Mlq{ r• nx!{uxon veer: r.,o• rLn: r'•ro' WRr: P-m' rsAr: r ra »a NrO.ra01 W, T40092 CY9 j EfB Qy OF2oi 08/05/2008 09:49 9724752301 EAGLE CONTRACTING PAGE 02/03 0000 10001 9 0 O 0 0- 0 O O ' U00 1 00000b 0000 I 000000 0000 i o0000a o000 0000 F 11 ft �ff 4 a&JYWMr NATO RiOM s� ca. BLACK & VEATCH swil 14 V� 08/05/2008 09:49 9724752301 EAGLE CONTRACTING PAGE 03/03 f4so two p+ea sfm 3+eo 4rm ++eo 4x' mZ'A y A SLng2 TSON 97R omps am,, Vdart 11-10, MEN 0101.Q0 ! � FQ � 1am1 Y6 ]f46.0l IS 9 OO.OD— ,ti q y ]140 0.0� a.� ,f,� ,rso i; -: w �- �-, M'fT4r, „M,,,,- oONiNpf. 6 f 112' CM A? r�f,Atq� , e MR.4W 14' OM rAgrALL W PIPE- ' oAr AX Feautam ro 48' XNTM?tAre lJr-T $r67ZQN ae S W-Dxv>ptu�Arf • r O � p r pot w 31+.o"Do 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" MILS 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 0 Keller, Texas 76244 & Metro (817) 379-1897 a Metro (817) 379-0610 Fax Eagle Contracting, L.P. SEWRP - Lubbock Date: August 28, 2008 Job No. 171 Proposal: PCM-04 Work Description: Lower 48" IMLS Influent Piping to go under Existing Electrical Duct Banks Ref, RF1-036 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR �ITITV I IAIITC ITT Lower 481' IMLS Influent Pine 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 Additlonal Pipe Backfill 150 cy's 0.00 6.00 900.00 0.00 0.00 Purchase changes In Pipe from -Hanson 1 Is 15,000.00 15,000.00 0.00 0.00 0.00 Kobelco 480 Track Hoe - Eagle 0.15 mo 9,500.00 1,425.00 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, Oil, Grease & Maintenance - 1 Is 2,465.00 739.50 I 0.00 30% of Rent 0.001 0.00 1 0.00 0.00 Small Tools (5% of Labor) 1 Is 136.05 136.05 0.00 0.00 0.00 0.00 18,340.55 TOTAL LABOR 2,721.00 0.00 TOTAL LABOR W/O BURDEN 2,721.00 LABOR BURDEN/BNFTS - 52% 1,414.92 4,135.92 TOTAL LABOR TOTAL MATERIALS 18,340.55 TOTAL SUBCONTRACTS 0.00 SUBTOTAL 22,476.47 INSURANCE @ 2-1/2°k j 561.91 SUBTOTAL I 23,038.38 OH & P @ 15% 3,465.62 SUBTOTAL I f 26,494.00 0.00 TOTAL ! 26,494.00 CONTRACT TIME EXTENSION REQUEST = 3 WORKING DAYS SEWRP - Lubbock Yahoo! Mail - g.grant@eaglecontractinglp.com Page 1 of 2 `+V&MR)OEsMALI. SUSINIMS 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 Print - Close Window Since the pipe for IMLS was all build some of the changes are additonal 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: Sheet16A B233 - 36" 15.000 Bend, w/ Bell Prepped for JH (additional materials) 6235 - 36" 15.00" 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" 8-303 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 = 32.001) 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/ 1.40° Bevel) Sheet 15 B77 - There is no change to this pc, however it will now be rolled down 0.92°. Sheet 24 - this is not related to the change in the IMLS piping. SX162 - 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" 15.000 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: glenn grant[mailto:g.grant@eagiecontractingip.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.conVShowLetter?box=Inbox&Msgld=7323_31823498_3 5... 8/27/2009 REQUEST FOR INFORMATION 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 RFl 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 and of the Headworks conflicts with the 38" 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 DATE: 8Q /05/08 (- BY - 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 SftSandllEagle Con"cthg FII"U* FRW171 - Lubbock 4W rP'AFPs%RF{-038-Cwffcta 48 IML9 Plpe and SwMcal Ductbank.dco I 'Wit I I 1 . T V .... .� e ..._......_._.,.,•.. y...._. 8 r(�l.F.ldJOl� � ... ... •.�.�-- .._ _... ..--_ _ ..__ I4 ff-'� I�aYY __r_1..� I ' ilal I � _ _ �. ... ..• •x a fY"!Gi !!H LLII'T YC01O'an _ uw rin aY irwl i aw a•Ji wN I.M I•w r•w hY a•o ]W fMi NY w a»o FN Pw NM /•Y . >x• s a+u llY azfal � alai i{ 1 al.a i ]li tiY �.w • r*rw4wOISraI9ur 1 T�;tNE Wr: -- !! a Orsreraurll wr2 I•m• 1 , ' IE 3(ljL50 usge i a•0� a4� l+Y 1!M a.w Nw iW !au fOpAR, aught, a AAfAir u• mil RlaaoL a 1 Ila• W garleYr, w O/NtL m►im 40' INe®i1�I,HA?� r ra: I-W a- le.w aw 36* 4 ugrxa nY ow «Y aal/«Y mute. lmq. � rua u• aoa AvaOl � rlre. [MTOWWATE Lrrr STATION JV' L y�EDI r ffTMW wl rw tlFLt7iwu: raw •-w• ten. r•Ir 0g/05/2006 09:49 9724752301 i i tAGLE CONTRACTING PAGE 02/03 d0 90 :0:CUU E)(D 00 t o00 000 00000� 0GG) 0 o�0000 oQoo 0000ao °°°O o.0Ge it t q A d d•• •• a y w y> zt BLACK 6 VRATCH nr A 08/05/2008 09:49 9724752381 EAGLE CONTRACTING PAGE 03/03 42• Mao Y nzsrRr MON gnoft A zld, vmrf v-,nl ails f i r ram d11tl aTef.de ,f y ff fE 3120,90 t14W 3Yf also aoe o+aa ,�ao '" i�Sa 7ioe z.w �a'+ao NOW Prop NOTE: favm ,i1 112 • AdK pA rary�fq� , A mot" Y4• omn � A9V AI Pa. RAf A7 fd4RILr. A ' WJ At A►WIM rO is- z�rr>oznre _�.r�r r r ao • z rrr fhi �1 �i+'�3� ►� 31`A."Do 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: ■o■ MINN "' Hanson Hanson Pipe& Precast, Ina South Central Revlon 1003 k MacArthur 131vd Grand Prairie TX 75050 Tel 972 262 3600 Fax 972 264 6236 www.hansonpipeandprecastcom Enclosed are one copy of our drawings No. 08-022B, 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 B238 & BX92 have been added, and BX88 has been revised to reflect the profile changes requested by the consulting engineer. ■a■ rr• O"Hanson Page 2 08-022B 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 RELEASE COPY AUG 2 7 2008 WAO FOR H+MUTION N�g MATERIALS LIST PC. No. DESCRIPTIONS SHT. NOTES UNLESS NOTED OTHERWISE, CONDNUED U ALL GASKET JOINTS ARE TO 8E ON SHEET 16 973 1 36' CKT. % 48' CKT. - 047 SNAP -RING AS PER SHEET 3A. ECCENTRIC REDUCER W/ SNAP -RING BELL k SPIGOT EIV4 1 W SPC. D23 .. y C. W/ SNAP -RING BELL k SPIGOT L..= 17.25' 75 1 48' SPC. D24 SPIGOT w/ ws-RINGBBELL * N 10 BX76 , 49 sPC 023 7 o W/ 9W-RING BELL k SPIGOT LL- 15.00' 1e B77 1 48' GKT. - 4a00' BEND D43 00 m W/ SNAP -RING BELL k SPIGOT 78 - 3 48' SPC. 2+21.01 nn BO W/ SNAP -RING BELL k SPIGOT 89 N 72633.61 ,a 0 BX61 1 48' sPC. 021 E 96283L96 q HT- 48D0' RT H 4B' INTERYEOIATE LIFT W/ SNAP -RING BF11 k SPIGOT LL- 25.75' Vi= 0.92' KIN n STATION INFLUENT CT'- 48.00' $ x IE+ 3140.19 m a� p 2+70.01 N 72G8884.62 b E 962531.96 r x VT- 1.40' UP m _ IE= 3139.00 $ O.B. 2+91.75 N 7266662.87 W7 E 962831/96 IE- 3139.00 CONTINUED NOTE: SEE GENERAL INFORMATION SHEETS FOR FROM SHEET 14 FIELD INSTALLATION INSTRUCTIONS � JST LAYOUT � LUBBOCK, TEXAS Hanson Pipe k NZsi Mc. 1 B _ ea o 08-0228 am 15 w. a I IIwn RELEASE COPY AN 2 7 2008 MWW FOR FA&QrMM y ATER16LS LIST m PC. No. TY DESCRIPTIONS SHr. N i .. 82 , w Sm w $NAP-Rwc 9Eu. ! SPIGOT 36" INTERMEDIATE n' �,.� B1163 , 46' SPC. O22 LIFT STATION INFLUENT w/ 0.48' BEVELED SPIGOT p �ARl1—��Fl j w/ 5[UP-IrIG �YJ. !SPIGOT L.L- 6.21' N DI w I W GKL - 42.00' WYE ONI W SNAP-RM GDJ S ! SPIGOT �T BM CONTMED R�61 ! 2 41rREDGKR X 3r GKT. - ECCENTRIC DN ydj SHEETON iBA W1 S" -RWG KLL ! SPIGOT one 91te! I 3r SPC. DIB LL SNMar BELL ! SPGAT ♦ E7 m" B87 1 36- GKT. - 47 OW SM a" *�T °� w SNAP-RMG BEU. ! SPIGOT F.O.T. Q �'iP►� �� *64` R91 BX92 CONTINUED Ji�il...�R b ON SHMT A" 8.30' 190' •.��'ry�j �� m g 36INTERMEDIATE LIFT STATION INFLUENT /PARA I cI - va ITN1 O Na Qi v Cam,, CONTINUED FROM SNETT 15't V�J 48- INTERMEDIATE LIFT STATION fig, UNLESS NOTED OTH%:SE. IN11 SENT ALL GASKET JOINTS ARE TO SE SNAP -RING AS PER SHEET 3A. 3 JST 26 RENSE MOVE mf66 - 92 - I7, AND .EI4 - .AI TO 16A: T ! 00. !' LAYOUT ac�am � lUBBflCK, TEXAS Hanson Pipe k Precast Inc. 1 .IST 7 r MU ! ", WWEAt1NOM low � 08-0228 Imax 16 ar N � >2 D tm�y ZM A Orli,M -31 m Cs'L98L96 3 m es'Lf+o g Os'Lf l£ �31 do OL'6B6Z96 3 '6'i � Zb'OZ+O WOW -31 Na .W'St -IA Cs9bbZ96 3 es'91+o — V C a = ti Os'Lf tC �� ts:•eaeL9s 3 sL•9c+o m m OS131 N p GI A GZ" AO'V l eL'LPoZYB 3 S9'9t+0 00'sftC -31 NO.00•91 -N L9 SMSO 3 OC'1t0+0 jig o°' OOsfLC -31 11 .00,05 -134 t„ 91'0=96 3 'M� nz 99'NOOSO44 3.50' t.93' � g 8NV W* B-303 CLASS 113 (10') _ N o_a CLASS OVERALL LENGTH OF THIS PIECE IS 28' — 7 1/4' B BX88 1 BX234 i I I W m 36' B-303 SHORT PIPE ARRANGEMENT (CLASS 113-10') PC NO I LL I A I PC NO LL B REM. LENGTH ax234 101 8.00 3' 11 5/If I 8X88 Qj I7.28 t 11, 5 1/8' 3.45 THE REVISED BX88 AND MU34 ARE TO BE CUT FROM THE EXISTING BX88, RELEASE COPY AUG 2 7 2003 W$ M FOR FABRICATION QQ W/ SNAP —RING BELL k SPIGOT SEE SHEET 3A FOR DETAIL HARK IN WATERPROOF PLANT ON EACH PIPE OR FITTING: o. PIPE CLASS b. DATE OF MANUFACTURE c. TRADEMARK EACH END OF ALL SPECIALS AND FITTINGS SHALL BE MARKED ALONG TA.P. CENTERLINE WITH A STRIPE OF WATERPROOF PAINT APPROXIAMAIELY 1 I/7 WIDE AND 2' LONG. a '� SPECIALS Hanson Pressure Pipe lam a—LUBBOCK, TEXAS — 08-0228 1. DlaA OVERALL LENGTH OF THIS PIECE IS 32' — 4 1/4' B A 8X82 BX237 � 36" 8-303 SHORT PIPE ARRANGEMENT (CLASS 113 (10')) PC NO I LL I A PC NO I L.L 1 13 REM. LENGTH BX237 1 8.00 3' 11 5/8 JBX92 M 21.01 111' 5 11ir 1 3.45 SX92 AND RX237 ARE TO BE CUT FROM EXISIING PIPE #92. RELEASE COPY AUG 2 7 2008_ IMED FOR FABRICATION W/ SNAP —RING BELL SPIGOT SEE SHEET 3A FOR DETAIL MARK IN WATERPROOF PAINT ON EACH PIPE OR FITTING: o. PIPE CLASS b. DATE OF MANUFACTURE c. TRADEMARK EACH END OF ALL SPECIALS AND FITTINGS SHALL BE MARKED ALONG T.O.P. CENTERLINE WITH A STRIPE OF WATERPROOF PAINT APPROX~TELY 1 Ilt WIDE AND 2' LONG. S.S. OF BEVEL T.O.P. I§ RELEASE COPY AUG 2 7 2008 IM IMF 01 w/ 0.48• BEVELED SPIGOT OVERALL LENGTH ALONG CENTERLINE IS 32' — 4 11lEr CYLwiz CUT DMENSION- I3/3Z W/ SNAP —RING BELL & SPIGOT SEE SHEET 3A FOR DETAIL 48' 8-303 SHORT PIPE ARRANGEMENT (CLASS 113 (12')} PC NO I LL A REM. LENGTH_ 1BXB3 1 8.2t 24' 3 5/16' 24.t2 MARK IN WATERPROOF PAINT ON EACH PIPE OR FITTING: 0. PIPE CLASS TU b. DATE OF MANUFACRE c. TRADEMARK d. ON BEVELS, AMOUNT AND SHORT SIDE. OF BEVEL EACH END OF ALL SPECIALS AND FITTINGS SHALL BE MARKED ALONG T.O.P. CENTERLINE WITH A STRIPE OF WATERPROOF PAINT APPROXIAMAlELY I I/7' WIDE AND 2' LONG. T SPECIALS Hanson Pipe & Products Inc. om I lumen LUBBOCK, TEXAS m. 08-0228 1. D2?A 4 o_ OEGWE -- u 9F am T.O.P_ � & S.S. OF BEYU B-303 BEVEL SCHEDULE PIPE NO. PIPE I.D. CLASS DECREE OF BEVEL REMARKS 75 48' 113 (121 1.40 t 01 CYUNDER CUT DIMENSION - 1 3/16- W/ SNAP —RING BELL & SPIGOT SEE SHEET 3A FOR DETAIL wARK IN WATERPROOF PARR ON EACH PIPE OR FIITINO: a PIPE CLASS b. DATE OF mm"ACTIIRE 0. ONON �. AIID{FIT AND SHORT SIDE OF EACH ENO OF ALL SPECIALS AND FIMNGS SHALL BE HARKED ALONG T.O.P. CENTERLINE WWTH A STRIPE OF WATERPROOF PAINT APPROMAiMTELY 1 t1r WIDE AND 2- LONG. SPECIALS RELEASE COPY AU6 2 7 2008 ISSUED FOR FABRICATION WEASE COPY AUG 2720 Ilia FOR FAB ATION / MARK IN WATERPROOF PAINT ON EACH PIPE I / OR FITTNNG: I / o. PIPE CLASS 6. DATE OF MANUFACTURE 0. TRADEMARK d. ON BENDS, THE ANGLE TURNED AND THE LONG AND SHORT SIDES. T.O.P. Q EACH END OF ALL SPECIALS AND FITTINGS SHALL BE MARKED ALONG T.O.P. CENTERLINE WITH A STRIPE OF WATERPROOF PAINT APPROXMMATELY t 1/Y WIDE AND 2' LONG. 2 — REQ'D PC. NO. 8233 at 8236 10. 36 00 CYL• 37 7/g' ANGLE- 15.W FULL CUTS- 1 TYPE 3 RADIUS. 39.3c TANGENT- 5,11W PLATE. 1/4 CUT ANGLE- 7.5017 OVERALL CAN LENGTH- 13 7/1G im 1 EG2 DISTANCE DISTANCE FROM ENO TO EA CUT LLo 0.66' LL- 1.D0' AROUN13 CIR. = X. 1.5y Y. 1.5Z 1) 0' 9 3/16- BEVEL- BEVEL- 2) 14 71T 8 1/2" JOINT TYPE: SR B-303 SPIGOT JOINT TYPE: SR 8-303 BELL 3) 29 3/4" 6 11/16 LENGTH° 5 1/Z LENGTH- 5 1/47 4) 44 51T 4 15/19' BACKUP RING: BACKUP RING: 5) 59 1/2- 4 3/16' RING 10- RING ID - RING OD- RING 00- CHECK LENGTH- 12 3/16- CHECK LENGTH- 11 15/1G dsT FITTINGS LUBBOCK. TEXAS Hanson Pressure Pi e 1u -08-022e Mar 044A -2 —aaI RELEASE COPY AUG 2 ? 2008 MW FOR i&RICATEN T.O.P. MARK W WATERPROOF PAINT ON EACH PIPE OR FITTING: a. PIPE CLASS 4 b. DATE OF MANUFACTURE c. TRADEMARK d. ON BENDS, THE ANGLE TURNED AND i THE LONG AND SHORT SIDES. EACH END OF ALL SPECALS AND FITTINGS SHALL BE MARKED ALONG T.O.P. CENTERLINE SEE SHEET 3A WITH A STRIPE OF WATERPROOF PAINT APPROXNAMATELY 1 1/Y WIDE AND 2' LONG. SEE SHEET 36. 2 - REQT PC, NO. 8235 Nk 8238 10- 38' OD CYL= 37 7/8' ANGLE- 15.00' FULL CUTS- 1 TYPE 3 RADIUS- 39.38' TANGENT- 5.18' PLATE- 1 /4' CUT ANGLE- 7.500' OVERALL CAN LENGTH- 14 3 16' LEGt i= DISTANCE DISTANCE FROM END TO FA CUT LL- 0.66' LL- 1.09' AROUND CIR• rrUTI X- 1.53' Y- 2.2Y 1) 0' 9 3/16' BEVEL- BEVEL— 2) 14 7/8' 8 1/27 JOINT TYPE: SR 8-303 SPIGOT JOINT TYPE: HARN. 8-303 BELL 3) 29 3/4' 5 11/16' LENGTH- 5 1/2' LENGTH- 4 1/2' 4) 44 5/8' 4 15/16' BACKUP RING: BACKUP RING: 5) 59 1/2" 4 3/16' RING ID- RING IDn RING DO— RING OD - CHECK LENGTH- 12 3/16- CHECK LENGTH- it 15/16' iST FITTINGS LUBBOCK, TEXAS Ronson Pressure Pi a,o MOD-022Blomw 045A ADDITIONAL MATERIAL u oI MMI STL HAIF CPLG. NYLON BUSHING BRASS 9USHOJG BRASS PLUG PM EASE COPY AUG 27 20 fiWFMrAQRC9= OUANTITY WE DESCRIPTION 4 EA 24' 180/ FLANGE GASKET 80 EA 7 1/4 X 5" ASTM A307 0MT N NUT 247 2 CAL.. - -_- TNEMEC POTA-FOX 80 SERIES 141 1 GAL TNEMEC WM 4 TNYRWR 4 GAL. ---_- TNEMEC F.C. TWMY SERIES 27 1 GAL. TNEMEC NO. 80 THINNER JOINT WRAPPER SCHEDULE OUANTITY WIDTH PIPE TYPE OF PIPE REMARKS 8-303 L-301 E-301 25 EA 9' 3r X SNAP --%NC 5 EA 18' 36" X 4T, HARN. 3 EA 18' 38' X BUTT STRM B EA 9" 42" X AIM —RING 1 £A 18 4Y X BUTT STRAP 15 EA, V Or X SNAP —RING 4 EA. 12" 27' X 24" FLG 2 EA 1s" 39" X W FLX CPL 2 EA 18' 39" X 38" M.LP.E. ADDITIONAL MATERIAL Honson P4* k Products Inc. VIRAP aIECXEu: 1a�c IT WK .frillim OATE:08/04N8 LUBBOCK, TEXAS DM6 Na 08-0228 1 SHT. D55 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. 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 D 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 SASandPEagle Conftding FOesUob Filee1171- Lubbock W WfP%RF1's1RF4-037 -16 Temp.RA510 Aer.Dist.3trudure.doc 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, 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. .1 1 ,TajONAL PLAN c�I1 �K64ieE"' ,ram rd, - .. ' 'winf{r �xia fv .. ?4il 4p'I ID PLAN y! o D o+ * N vk. I-- TON 1 1 bow s+Ags of b*L Jrr�i�c� {enT I20rnn 1 }} t Of berncriYi b,l L� 7 %� �5j E 8,05 F . �Mf1��tFM��i��Ai1N�'NWMiMlP�M' A ----- ----- 1 rl5}fl11 {�011 A7rI.1 JCC WTr .A„ a 1 y N l;�rya 10`I �educ�t' LUBBOCK, TEXAS T WATER RECUAWATION PLANT INFRMEMM AO-1 NO NEW WATER RECLAMATION PLANT NO. 4 ----- ®D.M. LO'1 ,wr n#d� 17m oeu�ro dip-�9 rRncr 2 AERATION DISTRI13UTION STRUCTURE PLANS AND SECTIONS ■e, N[Ei 73 a 31I tb„.„.VCTON ,ticORof �vo r,omv � , uv. wo. r.,m►ao-sra„ M. =i-!/ lr!*i 4 W 3 'iil ��'i'I.c., '!7 G) m N m m .ca m OD sD v N 1� �I U1 N w G) ► ,Z D se rr'n 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, Glenn Grant Project Manager cc: File (Proposals) & 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: 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 MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR At-TIVITV r)11ANT17V IINITS RIIRCANTRACT Add 2nd drop_ mp RAS into Aeration Distribution Structure aer_ I-03 16" X 10" MJ Tee 1 ea 524.00 524.00 0.00 labor to install tee 7.01 mh 0.00 16.40 114.96 16" Megalugs 2 ea 273.00 546.00 0.00 labor to install megalugs 7.07 mh 0.00 16.40 115.95 10" Megalug 1 ea 56.00 56.00 0.00 labor to install megalug 2.21 mh 0.00 16.40 36.24 Freight to Job for pipe 1 Is 315.00 315.00 0.00 0.00 0.00 Cut 16" Pipe for Tee 1 mh 0,00 16.40 16.40 Remove pipe listed above 8.14 mh 0.00 16.40 133.50 0.00 0.00 Remove & Replace Grating 6 mh 0.00 16.40 98.40 Temporary Plywood in place of grates 150 sf 0.80 120.00 0.00 Install /Remove plywood 9 mh 0.00 16.40 147.60 0.00 0.00 Rubber Tired Loader/Backhce-Eagle 0.05 mo 1,000.00 50.00 0.00 Fuel, Oil, Gas & Maintenance-30% rent 1 Is 15.00 15.00 0.00 Small Tools 5% of Labor 1 Is 33.15 33.15 0.00 0.00 0.00 0.00 1,659.15 TOTAL LABOR 663.05 0.00 TOTAL LABOR W/0 BURDEN 663.05 LABOR BURDENBNFTS - 52°% 344.79 Below is Eagle's Breakdown of Costs: 0.00 FICA - 7,65% 0.00 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 & Gm, 0.00 - 9°% 0.00 Note: the only two items above that are fixed are FICA and FUTA, all other 0.00 items are variable, subject to change, 0.00 averages and considered estimates. 0.00 1,007.84 TOTAL LABOR TOTAL MATERIALS 1,659.15 TOTAL SUBCONTRACTS 0.00 0.00 SUBTOTAL 2,666.99 SEWRP - Lubbock INSURANCE @ 2-1/2% SUBTOTAL OH&P@15% SUBTOTAL SEWRP - Lubbock Aug 13 2a08 3;os m LONESTMR elet rMbKIL•M"'W" 21 15amom Blvd, Saginaw, TX. 76179 8111 To EAGLE CONTRAC"T'lN'Gi 607 S. PE.4RBON IKELLER, TX 76249 -,. DWA invotc� # 8112l8008 940 Ship To SAOLB CONC1zAC TING 3603 GUAVE AVE LU813OCK 79404 ATTN: RON BRAY P.O. Na. Terms Ship Date Ship Via 171-29432 Nnt 30 0/17,/P.A08 DMECT Qty !Unit Description FOB Lanestar Job # FPA 738 Tag + Rats Arnount 1 IrACK 16" X 10" DI M7 TZE 524.00 124,00 2 EACH 16 SE'RIE$ 3000 P STAR CHIP W/ AC 273.00 546.00 1 EACII 30 SOUSS 3000 P STAR GRIP W/ AC 56.00 56.00 1 EACH FMIGHT 313.00 315.00 % t` /17%ut ,1/�G -c7— 030W roux— A. F 3 3 froa� Gc ?' g F'I 1P6 s�pP�,e i? t1 t lid 3 r iY6� Ramitw= Loncow Pipe Fabrication, I= P.O, BOX 79230 Saginaw. TX 76179 Ph: 817.439-5575 Pax; 817-439-3738 ToW $1,441.00 t01I0 3Jdd 9NI10V1.N00 3-lW3 Z0Ez90U6 8S :5Z 800UST/86 _ Ja�17� �F�rsl REQUES T FOR INFORMATION PlROX-CT: S( iNsAr WATER' RECLAMATION PLANT IMPROVEMENTS PROJECT NUMBER: owNER:. THE' C" OF LUBBOCK' TEXAS 92126 CONTRACTOR: EAGLE CCNTRACTING LP 171 ENGINEER: BLACK'& VEATCH CORPORATION REFERENCE DATAk Contractor RF1 No. 037 Spec Section 01016 Page No. 8 Para. 1C.02.08 — 8a Drawing No. CY3 and Black and Veatch Sketch CONTRACTOR REQUESTS: ® Information ❑ Interpretation O Clarification Perthe request dfRlch 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 eitherBNR#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). Ea lerwill•request-extra•mone to -cover the -costs -of this extra -work. CONTRACTOR'S PROPOSED SOLUTION: REQUESTED BY: DATE: 08/07/O8 ENGINEER'S RESPONSE: 0 Information ❑ Interpretation M Clarification For the Items described above or in the attached material referenced: See attached for response. i RESPONSE BY: Laura Stratton DATE: 08/08/2008 S:1SandllEaple Conhclinp FIIesUob Flleskl71- Lubbock WWrP1RFIVRFI-037-18 Tenmp.RAS to Aer.DIsLStructure.d= RFt'Q37 Response•. 0s/08%260 An equal hydraulic split, cannot' occur by adding RAS to one side of the. -,Aeration Distribution.Structure-and-opening gate SG 4Q3 : As detailed 'on Sheet- 12: RAS wouid mix- with the' effluent, frond ` ,rimarp .Clarifier. No: 2. With W-403' open., there."wil]; be' some mixing Ibetween, the- sides' of -, -the bok, but ari' equa'i split of the PAS. wilt nat •occur:':.:..An, equal RAS split-, to. Basins'. 1 and "2 is important to' the .biological process.: - f .. 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,. in"dicates the. changes 'to this line to accommodate a hydraulic flow split. between the two ... -bas=ins.,---_._..._..�-__._._.....,�__._.�....._......._._...Y�,.,,..�,.__.�.•..__._.._._T..._.. .._....,_ . 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 1611x10" 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. 13 fkbh*'S- eV+ 4IE efrows" ff in 9 1v jr F4144k V7171 ;Mx r-".W WT 49� ..A fill -Is -V q" it 04 TO a rw . . . . . . . . . . . . . . . . . . . . . ..... 14H 44 r: tidi I INKS 'M y. - 72@7'F I nsi-41 at, 7&e Ot .. 4'.t T rr ------------- ------ . . . . . .►T1 ' - ' w G* 'e4 Imliadc �!ffffpffY OF a IF— M—I 0g/0712008 13:08 9724752301 EAr,LE COT ACTING i A _. _ I, Y 9 Stratton, Laura A. From: Soo Soon (SSoon@mail.ci.lubbock.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 [mailto_SSoon@ma l.ci.lubbock.tx.us] 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. 009 .. _. >>> "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-psc.com1 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 http,1Lwvwv.xerox.com (http. /www.xerox.comI ) 9/9/2008 -Z' Mft 'Pft YAM AUFA 70 CY spffTs FM cwlAwrrav ,--Jk#A.L VALVES 'A ..... ...... 7e - ----- ---- ....... . ... ............ > f, . ..... 9 Mm ctwomTzav wcrAw �4- FOR WA MW W-1 +.F. PPIRMY I&RIFIER W, 3 It i T ... -77 T. ..... .... I r 7"E—PM I At A awrrAl ea CW ov PAJUMY CLARIFIER NO. 3 PUMP STATION PLUIMA'NO PLAN ?J4. - f 0, KEYED NOTES lAwoom oyf 0,--- I MM WW PrPIW AS MIGH U PQWfft$. : POWIM &be fLiw An RMW a2w"Flrav TEWA4714T. 3 ACM 21 APM if* W TWEOd MW MIRW WW. 4 00M I' MV LIM DIM' It" M 0- 1. MOWr W f All $d* A , F, 9, 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 0 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 Cieanout and Vent not detailed for the plumbing in the Primary Clarifier Pump Station MATERIAL TOTAL LABOR TOTAL UNIT PRICE MATERIAL UNIT PRICE LABOR w laTrt lIT/ P11 Iw km ry 1 111111 @ -It 1 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" Cl 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 BURDENBNFTS - 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 1,260.99 INSURANCE @ 2-1/2% 31.52 1,292.51 SUBTOTAL OH & P @ 15% 193.88 1,486.39 SUBTOTAL 0.00 TOTAL 1,435.39 . 411- - v - 40OLV IAL1. SUMNIM Print - Close Window CLAM From: "Rebecca Freathy - 1107 HOUSTONWW" <rebecca.freathy@ferguson.com> Subject, Email Bid# 8112230 To: d.mullenix@eaglecontractingip.com 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 Biii Date...: 06127/08 Cust Phone: 817-379-1897 Quoted By: RLF Terms.........: NET 10TH PROX Customer.: EAGLE CONTRACTING L P Ship To.......: EAGLE CONTRACTING L P LUBBOCK SE WT-R RECLAMATION LUBBOCK SE WTR RECLAMATION PO BOX 1600 PO BOX 1600 KELLER, TX 76244 KELLER, TX 76244 Cust PO#..: CHANGE ORDER Job Name.: LUBBOCK SE WTR RECLAMATION Item Description Quantity Net Price UM Total HEADWORKS DWG P1 W3003NH *0505 3 NH ROOF DRN W/DOME 41 109.000 EA 436.00 NH9M 3 NH 114 BEND 10 7.543 EA 75.43 NH4M 3 NH 118 BEND 4 7.543 EA 30.17 NBPM10 3X10 NH SOIL PIPE 130 468.338 C 608.84 NHWBCM 3 HUSKY HD 2000 NH COUP 25 9.714 EA 242.85 W3943NH 3 NH NB DSPT NOZ 2 142.285 EA 284.57 ZP886E3 *0704 3 NH END CAP 2 7.055 EA 14.11 PLANT FOUR PRIMARY CLARIFIER SLUDGE PS DWO PS W 1104STD6 4 C1 FLR DRN W/ A.DJ STRN 4 77.715 EA 310.86 SVDSPTP 4 SV DP SEAL TRAP 4 58.958 EA 235.83 SV4P 4 SV 118 BEND 7 7.371 EA 121.60 SVDYP 4 SV DBL WYE 3 53.95 161.87 SVSHPPl0 4X10 SV SH SOIL PIPE 80 771.250 C 617.00 SVTGP 4 SV TYSEAL GSKT 27 5.000 EA 135.00 http://b8.maiLyahoo. comlymleaglecontractinglp. comIShowLetter?box=Inbox&MsgId= l 3 99... 7/ 1 /200 8 �f ► plw,41J'0`8 NVUCE 6y1=.56' 11 M-3/2-/0 3 ► 3J r 3 llwl�c • 0Ai¢UPORDEK ORDER TAKEN BY CUSTOMER ORDER NUMBER DAY WORK Q CONTRACT ❑ EXTRA JOB NAME NUMBER TERMS:;t JOB PHONE �i:,��c•- STARTING DATE � �"OS r,r ,9 ERA, 10 t �lqft 'r �Z I 710 0 •n k t B. a A r t TOTAL OTHER f4111 12 31 TOTAL LABOR DATE COMPLETED TOTALMATERIALS art �y� ; ^� TOTAL MATERIALS 2 T' 4 r..S.B.P.E. P.O. Box4200 AudBn, 7 7eS 12) 458-2145 Work ordered by Signature y I hereby admowiedge the satisfactory comPletion of the above described work. TOTAL OTHER �d i.�/ TAX TOTAL 9 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, �� 0< Glenn Grant Project Manager cc: File (Proposals) & Field P.O. Box 1600 0 Keller, Texas 76244 0 Metro (817) 379-1897 0 Metro (817) 379-0610 Fax Eagle Contracting, L.P. SEWRP - Lubbock Date: September 9, 2008 Job No. 171 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 sURMNTRACT $ $ 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 133,739.00 i i 0.00 TOTAL 1 33,739.00 1E1 1 Resolution No. 2008—RO394 South Western Environmental Equipment Technicians 7904 La Cosa Drive Dallas, TX 75249 (972) 233-1602 • Fax (972) 866-6852 Email: cjcortez@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: g.grantna,eaglecontractinglp.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 Chr gtoplher J. Cortez