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Resolution - 2017-R0127 - Eagle Contracting - 04_13_2017
Resolution No. 2017-RO127 Item No. 6.12 April 13, 2017 RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock is hereby authorized and directed to execute for and on behalf of the City of Lubbock, Change Order No. 3 to that certain Contract No. 12048 by and between the City of Lubbock and Eagle Contracting, LP, for the Northwest Water Reclamation Plant Phase IA, and related documents. Said Change Order No. 3 is attached hereto and incorporated in this resolution as if fully set forth herein and shall be included in the minutes of the City Council. Passed by the City Council on April 13, 2017 i DANIEL M. POPE, MAYOR ATTEST: Rebeca Garza, City Secret APPROVED AS T07CONTENT: W0041frWiClin, P.E., Director of Public Works APPROVED AS TO FORM: A ,. Si eputy Attorn RES.ChgOrd#3, Contract -Eagle Contracting, LP 3.8.17 City of Lubbock Purchasing and Contract Management Change Order Contract No: 12048 Contractor: Eagle Contracting, LP Change Order No. CO-3 Contract Title: Northwest Water Reclamation Plant Phase 1A BID/RFP No. RFP 14-12048-TF Project Number: 92221.9242.30000 1. "Change Order" means a written order to a Contractor executed by the Owner in accordance with the contract authorizing an addition to, deletion from, or adjustment or revision of the requirements of the contract documents, or an adjustment to the compensation payable to Contractor, or to the time for performance of the contract and completion of the Project, or a combination thereof, which does not alter the nature of the thing to be constructed and is an integral part of the project objective. Adjustments to "Estimated Quantities" to a line item in a Unit Price contract do not require a Change Order. All work that alters the nature of the thing to be constructed or that is not an inte=l part of the oroiect objective must be let out for public bid. 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 covers 10 items which include items added due to changes in the field and items added to improve the performance and/or operation of the treatment plant. See attached for cost breakdown, which includes a 36 day project extension. 2. 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. Where certain unit prices are contained in the initial contract, no deviations are allowed in computing negotiated change order costs. ITEMIZED COSTS MUST BE FULLY DOCUMENTED AND ATTACHED TO THIS FORM. ITEM DESCRIPTION AMOUNT A. ORIGINAL CONTRACT VALUE: $ 53,685,000.00 B. AMOUNT OF THIS CHANGE ORDER: Council approval required ifover $25,000 $�133,35T30 COST CENTER: 9242 ACCOUNT: 30000 C. PERCENT OF CONTRACT VALUE THIS CHANGE ORDER (BIA): 0.25% % D. AMOUNT OF PREVIOUS CHANGE ORDERS: $-299,648.24 E. TOTAL AMOUNT OF ALL CHANGE ORDERS (B+D): $-166,290.94 F. PERCENT OF CONTRACT OF ALL CHANGE ORDERS (FJA): 25•i increase -0.31% % or decrease G. NEW CONTRACT AMOUNT (A+E): 53,518,709.06 3. It is mutually agreed that the above dollar amount and the time extension, as applicable, as set forth in this Change Order constitutes full compensation to the Contractor for all costs, expenses and damages to the Contractor, whether direct, consequential or otherwise, in anyway incident to, or arising out of or resulting directly or indirectly; from the work performed or modified by the Contractor under this Change Order. This Change Order is not valid without the following signatures dtic,-ase srrn in order and return 3 originals wit h Contract Cover Sheet to Purchasing and Contract Management Department): 7X PC A17 S4 S ,% -lt 2 7 ee-34-17 (1)CONTRACTOR Date (gOkOJECIARCHI NGINEER Date Approved as to Content: *a OPRESENTATIVE1 PRESENTATI VE a b40AJ �l c-1// (5) CAPITAL PROJECTS MANAGER Date Approv�asForm: ( A -. Y e r (fi) P ING b&D ItO14TRACf MAN ,ER D to Change Orders over $25, 000 require a Contract Cover Sheet and the following sig lures. C O LUBBO ATTEST 4/13/17 — C LX ALLUP (7) MAYOR Date (8) CITY SECRtARY Date Council Date:. April 13, 2017 Agenda Item #: 6.1 Resolution #: Q7-RO127 PUR-45 (Rev 12/2012) City of Lubbock Purchasing and Contract Management Change Order PUR-45 (Rev 12/2012) City of Lubbock Northwest Water Reclamation Plant Phase 1A Change Order No. 3 1. DESCRIPTION OF CHANGE ORDER a. Per PCM No. 26, Fire Sprinkler System. b. Per PCM No. 28, Influent Screen and Grit Equipment Controls Modifications. c. Per PCM No. 29, Fine Screen, Compactor and Sluice Water and Fine Screen Valves. d. Per PCM No. 33, Grit Pipe Flush Connections. e. Per PCM No. 34, Carrousel Modifications to Incorporate Partial Bio-P Removal. f. Per PCM No. 35, WAS Meter Vault. g. Per PCM No. 36, Fine Screen Compactor Isolation Valve Modifications. h. Per PCM No. 37, HMI Modifications. I. Per PCM No. 38, Revised Relift Pump Station Controls Modifications. j. Per CMR No. 18, BioAir Solution's Request for Change Order to add Connections for Duct Supports to their Bioscrubbers. EFFECT OF CHANGE Extended Additional Item Description Unit Cost Days a. PCM No. 26 Lump Sum $ 20,201.23 10 b. PCM No. 28 Lump Sum $ 0.00 0 C. PCM No. 29 Lump Sum $ 18,387.33 3 d. PCM No. 33 Lump Sum $ 8,103.36 0 e. PCM No. 34 Lump Sum $ 9,164.32 0 f. PCM No. 35 Lump Sum $ 11,885.64 12 h. PCM No. 36 Lump Sum $ 43,141.93 11 h. PCM No. 37 Lump Sum $ 9,517.33 0 i. PCM No. 38 Lump Sum $ 11,727.88 0 j. CMR No. 18 Lump Sum $ 1,228.28 0 Total $ 133,357.30 36 Projectmates - Proposal Requests - Details https://apai.proj ectmates.com/Proj ectmates/PR/PRDetaii.aspx?enc=288... PCM # 26 22-Feb-2017 02:15 PM CT Subject Fire Sprinkler System General Lubbock NWWRP Construction Phase I Services 3813 CR 1900 Lubbock, Texas 79416 Project Number: 0425-018-01 Reference PCM-026 Requested By 12-Aug-2016 11:39 AM CT Spec Section 10 - Specialties Reason Code none Description Please provide a price proposal to add a fire sprinkler system to the sodium hypochlorite storage room as described in the attachment. Attachments PCM-026_Fire Sprinkler System.pdf Sent To Glenn Grant (Contractor's Representative) Copy To .'. Charles Baldwin A Trevor Overman .'. Matt Kuykendall A Marshall Plunk John Marler A Zoltan Fekete A Mike Bigham A Lisa Singer b Ron Bray A Mary Gonzales b Kyle McCoy A Craig Henderson Kyle Comey (Inactive) A Andy Howard Desirae Noftz A John Turpin �i Donny Ontiveros A Pat Kolb Proposal Cost will be Increased by US $48,701.44 Time will be Increased by 10 Day(s) Memo see attached. Attachments) PCM-26.pdf Sent To Josh Frisinger (Proposal Request Originator) Josh Frisinger (Owner's Representative) Copy To A Matt Kuykendall A Jake Trew A Ron Bray A Andy Howard A Desirae Noftz A John Turpin & Marshall Plunk A Pat Kolb i Zoltan Fekete Approve/Disapprove rishst(c) 1999-2017, systetPproved with Modifications 1 of 1 2/22/2017 2:15 PM Projectmates - Proposal Requests - Details https://apai.projectmates.com/Projectmates/PR/PRDetail.aspx?enc=288... Cost will be Increased by US $20,201.23 Time will be Increased by 10 Day(s) Memo City staff recommends this change to be included in change order 3. Original proposal cost was revised to take out the remote monitoring. Bid item 12 for extra conduit and wire will be used as required. Bid Item 15, $25,000 for the sprinkler system, will be used in its entirety. The change order amount will be for $20,201.23, which is the revised cost of $45,201.23 minus Bid Item 15. Attachment(s) PCM-26 Proposal revised.pdf Sent To Glenn Grant (Contractor's Representative) Copy To A Matt Kuykendall di Marshall Plunk i Charles Baldwin i. Zoltan Fekete A John Mader i Lisa Singer L Mike Bigham L Richard Stanfield i Kyle McCoy i Mary Gonzales i Ron Bray A Craig Henderson .'. Barry Brown i Jake Trew di Desirae Noftz i Andy Howard i Donny Ontiveros i John Turpin di Trevor Overman 7 of') 9/99/1017 7.15 PM PROPOSED CONTRACT ASSOCIATES,MODIFICATION ENVIRONMENTAL ENGINEERS AND SCIENTISTS PCM-026: FIRE SPRINKLER SYSTEM Provide a proposal for making the modifications described as follows: The contractor shall extend the 4/POT/PVC line from the UV Structure to the north side of the MBR Gallery Building, following the route shown in the attached drawings C-005 and C-006. The 4-inch potable water line shall have a minimum of 3-feet of cover and shall receive class IV embedment per standard detail 100 on drawing C- 900. The line shall enter into the MBR Gallery Building and provide water to the sprinkler system for the sodium hypochlorite storage area. Contractor shall coordinate the exact location of the pipe penetration into the building with the location of the fire sprinkler system. The sprinkler system shall be per the attached drawings F-501 and E-528. The CMU wall penetration shall be per standard detail 326 on drawing M-901. The heat tracing and insulation on the exterior exposed portion of the potable water line shall be per specification sections 15778 and 15800. Conduit and Wire for the heat tracing and fire system alarm shall be paid for using bid item 12. Page 1 of 1 REV 09/2009 f.lprojeclsl0 t25101B-01\construction adminlconlract modificationslpctnipan-026_flre sprinkler systemlpcm-026_fire sprinkler syslem.docx Form PCM 16/RS/PVC PIPE 20x16 REDUCER 20/RS/PVC / PIPE 30x2O REDUCER HEADER AT PTU PIPE i PIPE i 42/RS/DIP 42/RS/DIP_ 42 RS [Pi_ 30/RS WYE /PVC 42x30 REDUCER DETAIL 1 SCALE: 1" = 3'-0" 12 x8" ' TEE 1 E 870.71 8/WAS/PVC 8" MJ PLUG VALVE 12" MJ PLUG VALVE (400-V-1D2) (400-V-101) SCALE: 1" = 1'-O" SEE SHT. M-400 FOR ADDMONAL INFORMATION MOTES, \ 1. REFER TO G-007 AND G-008 FOR ADDMONAL NOTES. \ 2. OFFSTTE PIPELINES, BY OTHERS, CONNECT TO ON -SITE PIPES \ 20 FEET WEST OF PROPERTY LINE. EXCEPT 12/POT/PVC. 3, SEE IRRIGATION DRAWINGS FOR CONTINUATION. \ PIPE 4, INSTALL FENCE PER SPECIFICATION SECTION 02825 AND PER THE DETAILS ON SHEET C-905. REFER TO ARCHITECTURAL DRAWINGS FOR ENTRANCE GATE DETAILS. \ ;S/PVC 5. SEE GRADING PLAN FOR OVERFLOW PIPE. POND DRAINAGE PIPE SHALL BE 6-INCH, NOT 24-INCH SHOWN ON GRADING PLAN. -x x 30" MJ PLUG STA 3+02.22 24x30 REDUCE N 628.38 E 1162.69 -x- vc x x x x -x-� \ \ EXITING S.W. P ND x ♦ N 931.28 E 1370.08 ♦� FL=3228.00 ♦74)11 ♦ x ♦ ♦ ♦ ♦ x \♦ ❑ ❑ 0 ♦ R 6" MJ PLUG,,RPZ 1 FL-3233.69 N 808.84 E 1268.50 8/POT/PVC 3/PW/PV FL 8"=3234.54 I FL 6"-3233.69 N 800.98 N 785.26 E 1268.50 E 1391.60N FL=3233.6 SEE NOTE 31 I x IN 793.84 E 1268.50 I Added 4/POT/PVC FL 6"=3233.78 I N 631.72 I E 1268.50 I STA 1+23.10 I N 629.86 1 1 1 7rE 1348.51VI STA 1 +00 I N 606.77 I l E 1348.51 I YARD PIPING PLAN NORTH - PHASE 1 A SCALE: 1" = 30' PLANT NI RTH <u, zz .2 O< >x= u�8Z w C F L 30 15 O 30 60 0 1 " = 30' GRAPHIC SCALE 0 Z LL0 ^ ' PROPERTY LINE d =cow i z w' W (~ I SEE NOTE 5 4 4 PERIMETER FENCE (SEE NOTE 4) a a a F < U In N 0 z 1 LUG VALVE TH I VALVE BOX BEND II 3227.75 6I 6503.01 z I1 LARGE DOMESTIC METER TAP o. z of (BY OTHERS) W O O © 1 I ¢ Z REMOVE 12" MJ PLUG I N+. ¢ AND CONNECT TO 12" U ,j Q PVC STUB, BY OTHERS I O J LU EWi> FH a F a Z BY OTHERS I a I � � I I u Uo } I I I I z - I N THIS SEAL THAT ORIGINALLY APPEARED ON THIS DOCUMENT WAS AUTHORIZED BY JOSHUA P. FRISINGER, TEXAS NO: c 97545 ON 11-04-2014. o ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER g NOTIFICATION OF THE RESPONSIBLE ENGINEER 5 IR J OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. W o I I 6 I I S _ I I BAR IS ONE INCH ON ORIGINAL DRAWING. o ONE INCH DESIGNED JPF POSTED FOR CONSIitUCTION 1N6 POSI{D iDP CONSTPUCitlN DOCUMENT pO .w KoRPOMTES DRAWN FJC ME DRONAE DDCVDENTS SENED M THE ENWNEDI CHECKED JPF µTH DID IN Y INiN U a ORONALY SEALED UDCVDENTS A OD MCREv� "� KILL TAME PRECEDENCE REVIEWED DAG 05'DT TN6 PDSTOD !OR CONSTRUCTgN dNfJNN1T ED DOCWENR SEN SET ME ARE ON E AT THE Seq. 01 - OETICE MAN PLLIMMER ASSOCIATES. ETRu OE INC. - D DR9• /'•e®®� .. NO. ''kk►► T ]]0 S. UiBPE NNERSTIY IT w . TEM.IR 6D 606 DRNC. SUITE ]DD 76T0)-5)64 ODD - STA 6+04.76 N 599.88 �E 90�1.99 FL=3237.36- N 587.57 E 909.06 STA 1+15.86 N 576.55 E 896.33 STA �rw7. O N 552.97 E 90 FL-3237.52- - N 508.19 E 909.06 FL-3237.03 N 494.38 E 870.71 STA 4+84.6 N 479.97 E 901.99 STA 2+32.37 N 458.71 E 896.33 FL=3237,18 - N 449.34 E 901.99 SEE SHT. M-400 FOR ADDITIONAL INFORMATION e e FL-3237.33 c N 587.57 E 917.69 3231.47-- FE 520_54 STA 0+98 093.44 N 5 6.55 13231.19= SEE SHT. M-400 E 9 9.69® /-FOR ADDITIONAL E 1093.44 _ INFORMATION FL=3237.52 ' FL=323B.56� 3 ,N 508.19 N 498 87 N 520.55 E 1077.61 E 920.42 E 997.26 FL=3234.26 N 495.80 4/PW/PVC E 1077.61 8=3236.82 �N 494.38 E 930.42 4' 1 j V C-005 MATCHLINE Typ E"1257.. SEE SHT. M-560 FOR ADDITIONAL INFORMATION =3237.52 520.55 1 113.27 1 E=3236.850 .19 520.5511�3.27 E 1096.7=3237.52 IN Addec 503.81=3236.811J�E 27N 4F55.85E 492.38STA 508 89 1096.76N 117 .19 4+4.1 n -ENT 18/D/PVC MH-5 STA 3+39.34 STA 2+93.1 H-4 STA 3+98.53 N 479.97 79.97 U N 479.9 E 1 E 1 E 1181.47 STA 1+44.70 10 M -S1 o N 448.07 24 FA PVC 432.0 E 1118.83 1185K STA 3+60.12 STA 1+54.35 STA 1+76.11 N 368.37 N 397.41 E 1064.48 N 416.91 E 986.66 E 1118.83 u STA 1 +97.95 N STA 1 +0 STA 1 +00 N 397.41 N 448.07 25 362.47 E 11 .83 E 1163.03 STA E 1055.82 VC 24 FA PVC 30 FA PVC N 38 FL=3238.50 V) E 111 N 357.47 STA 2+16.4 STA 1+97.03 E 997.26 STA 1 14 388.91 STA 3+66.02 1118.8 E-1068.8 � N 360.64 E 1118.83 ti 4 - - - N 362.47 FL-3238.61 E 986.66 N 326.55 H STA 2+95.9 951.24 N 362.47 FL=3236.90 E 1015.82 N 357.47 STA 2+42.91 SEE NO N 321.05 E 1047.24 N 362.47 E 956.24 E 1068.82 FL IN-3237.83 MH-13 STA 2+14.41 STA 1+63.18- FL OUT=3237.82 N 294.14 N 343.43 N 326.55 E 1008.57 E 1 080 .24 E 901.99 N 285.08 N 294.14�I E 952.74 FL=3237.82 3/F N 280.37 E 930.42 FL=3237.83 rL=3237.48 N 271.80 N 289.14 E 271.80 E 980.41 i I =323.98- N 271.80 E 980.41 PIPE ELEVATIONS NO. PIPE ELEV. NORTHING EASTING i 3/NG/HDPE 3237.50 289.14 996.41 2 1/AL/PVC 3238.56 498.87 1237.31 3 6/AHP/SS 3236.75 492.38 1229.85 4 2/AHP/SS 3232.00 393.80 1200.69 5 2/AHP/SS 3231.96 320.23 1200.69 6 4/PW/PVC 3235.98 322.03 1268.50 7 4/PW/PVC 3236.73 322.03 1338.77 8 6/D/PVC 3232.92 438.72 1185.28 9 6/D/PVC 3227.50 438.72 1286.59 0 4/PW/PVC 3235.71 442.98 1185.56 11 4/PW/PVC 3235.79 442.98 1268.50 2 6/AHP/SS 3237.1 435.62 1229.85 3 6/ALP/SS 79 1231.56 4 6/ALP/SS 9 1231.56 5 6/ALP/SS 9 M89.48 1282.42 6 6/ALP/SS 8 1314.217 6 ALP SS 5 1314.21 9 4 POT PVC 3235.83 532.10 I301.40 6 PW PVC 3234.17 536.34 1326.14 6/PW/PVC 3234.42 504.81 1326.14 SEE NOTE j5.. 285.08 J 1072r 07 .D0. ST.05 N ,60 E FL=3238.02 N 271.80 E 999.42 � STA 1+j -STA 1+58.22 N 3510 N 343.43 E 10851] E 1085.20 STA 1+00.00 STA 2+ 5 N 300.97 E 1125.03 2.: N 329.49 1185 I FL-3239.00 N 283.05 /QPENETRATION RDINATE MANHOLE E 1103.95 y ANGLE STA 1+00 SEE SHT. N 275.91 ADDITIONAL I E 1104.76 l i FL=3 38.16 FL=3238.53 ,� N 15 .87 N 11 2 E 11 8.67 E 999.42 ------------- -- -- - - -------------- N 146.02 E 997.57 \ 0 FL=323U N 146.0202 E 1090.60 FL=3237.00 Q N 146.02 0 E 1178.67 c� FL-3237.70 N 92.90 E 996.38 =FROMNTEDTGLE E ARROWS EDGE OF OR FIVE OF WALL E 1178.67 A 1/AHP/SS 3238.00 519.10 1229.71 1 - 4 1/AHP/SS 3238.00 519.10 1203.21 YARD PIPING PLAN SOUTH - PHAS i 1/AHP/SS 3238.00 427.31 1203.21 SCALE: 1" = 30'. WET PIPE SPRINKLER SYSTEM SCHEDULE- WET —PIPE FIRE SPRINKLER RISER DETAIL 1. — MBR GALLERY LEVEL 1 — FIRE PROTECTION PLAN —,X. " o 2 I I AI it I ' o 1 I I P°Min�°� 1 s»or_' sminl sowp l as d - 31 P a non snrcx� enmiM =�' 11eP-VJ-n 0 T .b.. Ci.JtiaK.— IB-Pni+e 1Bq-IPI-ae u �°4P�1-ta ]gym, 1zt— w.Pu r.x uorowzm u°roP\ ua,ama e.ra I _ � ISK.o�oml 1p" I uM-aPi-Jo ''s°w�AC1m°-a-°ooi. __-__uOMefA I � �pWou vW¢ vuvt PARTIAL FLOOR PLAN (MBR GALLERY BLDG LOWER LEVEL AREA °Ar) — POWER N Rol NOTES [ J PoW R� L P[r[n ro vais[-Sn ro+ P,xneows ,[xma[s. J. wMl 11[aenN A(KR/Elf OPpi RCen S9KL SD°�„ I�OIwiORaG[crt�, MIAr]'w�'C w°�]MD OR .nun.[ enx °.v.Pxc mwaxi .Lw i® wuv KEVEO NOTES - POWFR� Pun[ I°N ,vo eves turau mac a•aciu HI�PUP-t] -°' nFu [WPp.�P. m[,ilrm .w°vm.R, Q s I.N ou[ mPPu mixovF m4K1W N � ,/��t' mKuf 1pY SI°.C1WL m 9u[m P[Pr[1[R x�wx/smm[ Q wRO�ar[n+ mauoc Pw. iow ¢acmes ro ro In i' osuns [muiPc s.xa m�nc .a m'ws",n' w .�i iw`r°[. �cn n�A°p1[n.cu1A0now rr°°XinPwrar-m°.��n/°.0 w uivv°vm°C mesa x� LJ F.A. FLOW SWITCH/STROBE DIAGRAM } ROT TO S Northwest Water Reclamation Plant - Phase 1A Change Order Proposal - PCM-026 revised Date: December 19, 2016 Work Description: Fire Sprinkler Sytem for Sodium Hypo -chlorite Room inside the MBR Gallery Owner: The City of Lubbock, Texas 1635 13th Street Lubbock, Texas 79415 Engineer: Alan Plummer Associates 1320 South University Dr., Suite 300 Fort Worth, Texas 76107-5737 Contractor: Eagle Contracting 607 S. Pearson Lane Keller, Texas 76244 Labor Material Equipment Subcontractor TOTALS: $ 12,497.44 $ 9,457.27 $ 2,291.09 $ 14,700.00 $38,946.80 Eagle Insurance 1.8% Overhead & Profit -10% Subcontracted Work Overhead & Profit - 15% Self Performed Work $701.02 $1,470.00 $3,636.87 Subtotal Bond @ 1 % $44,753.69 $447.54 Subtotal $45,201.23 Total Amount This Cost Proposal $45,201.23 Time Extension Required - 10 Days Note: This Quotation "Excludes" Painting & any Pipe or Valve Identification. This quotation "Excludes" a pipe sleeves through the masonry wall. Three cores included. This quotation does not include a dry fire system for the Chemical Feed system since this was not asked for. Bid Item #12 - Extra Wire & Conduit This quotation excludes the sprinkler monitoring that the Subcontractor says the City of Lubbock Work Description: Fire Sprinkler Sytem for Sodium Hypo -chlorite Room Inside the MBR Gallery LABOR - RT HRS OT HRS UNIT RT RATE OT RATE TOTAL Project Manager 16 0 MH $70.00 $70.00 $ 1,120.00 Superintendents 2 0 MH $70.00 $70.00 $ 140.00 Assistant Superintendents 0 0 MH $43.00 $43.00 $ Foreman 0 0 MH $32.00 $48.00 $ Ce enter threecoresforfres stem 10 0 MH $24.00 $36.00 $ 240.00 Car enter Hel er 0 0 MH $21.00 $31.50 $ Laborer 0 or MH $17.50 $26.25 $ Pipe Layer/Fitter 56 0 MH $24.00 $36.00 $ 1,344 00 Pipe Laer1l ItterHelper 112 0 MH $21.00 $31.50 $ 2,352.00 Operator - Crane 0 0 MH $31.00 $46.50 $ Operator 112 0 MH $25.00 $37.50 $ 2.800.00 Field En Ineer record drawings 6 layout) 4 0 MH $47.00 $47.00 $ 188.00 Rodman 2 0 MH $19.00 $28.50 $ 38.00 Subtotal $ 8.222.00 Labor Burden @ 45% S 3,699.90 Fringe Benefits @ 7% $ 575.54 Total Labor $ 12,497.44 NON -TAXED MATERIAL CITY UNIT UNIT PRICE TOTAL Ferguson Proposal 1 Is $1,862.94 $ 1,862.94 CORE HOLES IN 12" CMU' 3 Is $500.00 $ 1,500,00 4" 45 DI Elbows with restraint to go under ducts 1 Is $1,B00.00 $ 1,800.00 Class IV Bedding for buried pipe 28 Ins $20,50 $ 574.D0 0 Is $0.00 $ Subtotal - Non -Taxed Material $ 5.736.94 TAXED MATERIAL CITY UNIT UNIT PRICE TOTAL 0 $0.00 $ 0 $0.00 $ 0 $0.00 $ 0 $0.00 $ Subtotal - Taxed Material + (8.25% Tax) $ GENERAL CONDITION MATERIAL CITY UNIT UNIT PRICE TOTAL Jobsite Trailer 2.8 % Labor 1 LS $ 349.93 $ 349.93 Jobsite Phone 2% Labor 1 LS $ 249.95 $ 249.95 Jobsite Electric 1.5% Labor 1 LS $ 187.46 $ 187.46 Jobsite Water 1% Labor 1 LS $ 124.97 $ 124.97 Small Tools 7% Labor 1 LS $ 874.62 $ 874.82 General Cleaning 0.4% Labor f LS $ 49.99 $ 49.99 Dum star 0,9% Labor 1 LS $ 112.4B $ 112.48 Temporary Toilets 0.9 % Labor 1 LS $ 112AB $ 112.48 Safety Equipment 3.5% Labor 1 LS $ 437.41 $ 437.41 Pickup Trucks 3.5% Labor 1 LS $ 437.41 $ 437.41 Employee Housing 4% Labor 1 LS $ 499.90 $ 499.90 Subtotal - G C Material + (8.26 °.f Tax) $ 3,720.33 Total Material $ 9.457.27 EQUIPMENT QTY UNIT RATE TOTAL Rubber Tired Backhoe Loader 0.35 mo $1 500.00 $525.00 Compaction Equilpment 0.35 mo $2.500.00 $875.00 Haul Excess soil to Berm 19 t $5.00 $95.00 $0.00 $0.00 $0.00 $0.00 $D.00 $0,00 $0.00 $0.00 $0.00 Subtotal - Equipment $ 1,495.00 Fuel, Oil & Geese 45% of Equipment) $ 672.75 Tax 8.25°/a $ 123.34 Total E ulpment $ 2,291.09 SUBCONTRACTOR CITY UNIT UNIT PRICE TOTAL ABCO Proposal 1 Is $9,900.00 $ 9 900.00 ABCO ENCLOSURE 1 Is $3.800.00 $ 3 BD0.00 Bland Insulation Proposal 1 Is $1,000.00 $ 1 000.00 ACME Bid Item #12 extra wire/conduR 0 LS $0.00 $ Total T 14,700.00 ..'dBCO f ZYG� PYOt2CtZOiZ, Inc. 14202 Hwy. 87, South TXSCR#: 0245 Telephone: 806-745-3398 Lubbock, Texas 79423 OSDH#: 638 1-800-999-0048 FAX: 806-745-1275 EMAIL abcofire®nts-online.net STANDARD BID FORMC-,( C,5`z0 5T26 1-,,V Date: August 5, 2010 TO: ("Buyer" Eagle Contracting ADDRESS: Project: NW Water recalmation Fire Sprinkler System Lubbock, Texas For the sum of **See below** ($****) ABCO FIRE PROTECTION, INC. ( "Seller") propose to furnish and install an Automatic Fire Sprinkler system in the above referenced project as herein specified Chem3caHued-systems area:$18;2'50-.ft6— 0'0i lu-d4a-tir Hypchlorite room: $9,900.00 ***add for monitoring of the system at $3,900.00 for each*** 6 an;7`zr�� /1-1� rnefwGr--/ ly c,4�� , Proposal includes furnishing and installing the following: 1. ABCO to start at a flange IV' above finished floor. 2. Ins#all-a dry ipe e-sprinkler-sys#�m�to pFotEct the-cl3emicalfeed-area-Sp=inlc�e�-syste i-be-eo o-s om- • resis#aan�--The-riser-s-wil•1-need-ta-tie-in a now cor�o�i�erenvii�en� I�Qt ����s-Y�-�( 3. Install a complete wet pipe fire sprinkler system to protect the hypchlorite room. Sprinkler system to be corrosion resistant. The riser will need to be in a non -corrosive environment 4. Shop drawings. PROPOSAL EXCLUDES THE FOLLOWING: 1. Painting or pine identification 2. Electrical or alarm wiring. I ! 3. Protection from freezins 4. Concrete valve pit 5. Underground fire lines. 1 6. Valve enclosures. l� a Sheet 1 of 1 * * * ACCEPTANCE CLAUSE Accepted: ABCO FIRE PROTECTION, Inc. Signed: Signed: Rusty Abbe 11/22)2016 Print Subject: FW: NWWRP -Phase 1A [Status of pricing for PCM-26 (Enclosure)] From: Rusty Abbe (abcofire@nts-online.net) To: g.grent@eaglecontractinglp.com; Date: Tuesday, November 22, 2016 10:07 AM From: Rusty Abbe[mallto:abcofire@nts-onJine.net] Sent: Mon ay, November2r-2(�2 ]"GPM To:'g.grant@eaglecontractingip,com' Subject: RE: NWWRP - Phase 1A [Status of pricing for PCM-26 (Enclosure)] Importance: High $3,800.00 for the stainless steel enclosure From: g;-arant(&eaglecontractinalp.comrmailto:g.cirant(aeaglecontractinalo.coml Sent: Monday, November 21, 2016 1:21 PM To: Rusty Abbe Subject: NWWRP - Phase 1A [Status of pricing for PCM-26 (Endosure)] Rusty, I have got to get this pricing to the Engineer & Owner quickly. How much longer is it going to take you to get me pricing for the Enclosure? Glenn Grant Eagle Contracting, L.P. aboutblank 1/1 From: Scutt Atkinson - 1107 SOUTH TEXAS WW To: Atkinson. Scott Werousonl - 1107 Plant Subject: Email Bid# B301720 Date: Monday, November 21, 2016 3:23:47 PM Price Quotation # B301720 FERGUSON WATERWORKS #3209 510 CR 7200 LUBBOCK, TX 79404-0000 Phone : 806-392-9064 Fax: 806-748-3809 Bid No.......: B301720 Bid Date...: 08/09/16 Quoted By: BSA Customer.: EAGLE CONTRACTING LP PO BOX 1600 192 NORTHWEST WTR RECLAMATION KELLER, TX 76244 Cust PO#..: PCM-026 POT WATER Cust Phone: 817-379-1897 Terms.........: NET 10TH PROX Ship To.......: EAGLE CONTRACTING LP PO BOX 1600 192 NORTHWEST WTR RECLAMATION KELLER, TX 76244 Job Name.: 192 NORTHWEST WTR RECLAMA Item Description Quantity Net Price UM Total DRI8BPP 4 C900 DRI8 PVC GJ BLUE PIPE 160 3.200 FT 512.00 MJTLAP 4 MJ C153 TEE LA 1 57.150 EA 57.15 MJ9LAP 4 MJ C153 90 BEND LA 3 43.600 EA 130.80 SSLDE4 4 DI MJ WDG REST GLND `ONELOK 1 24.040 EA 24.04 SSLCE4 4 PVC WDG REST GLND *ONELOK 8 27.400 EA 219.20 IldJBGPP 4 MJ C153 BLT GSKT PK Ll GLAND 9 0.000 EA FPPPCPS 4X50 FLGXPE PC DI SPL 1 223330 EA 223.33 F9PCP 4 FLG 90 C 110 BEND PC 2 84.310 EA 168.62 FPPPCPS 4X5'0 FLGXPE PC DI SPL 1 211.670 EA 211.67 E2104 4 MEGAFLANGE FLG ADPT 1 118.560 EA 118.56 8" CORED HOLE BY EAGLE PLS410S LINK SEAL W/ SS NUT & BLT 71 20.764 EA 14535 SP-BP150A307BP 4 150# A307B FLG BOLT SET 4 9.455 EA 37.82 FNWRIFFGAP 4 RR 1/8 FF 150# GSKT 4 3.600 EA 14.40 WET PIPE FIRE SPRINKLER PIPING 1$ BY OTHERS Subtotal: $1862.94 Inbound Freight: $0.00 Tax: $0.00 Order Total: $1862.94 Quoted prices are based upon receipt of the total quantity for immediate shipment (48 hours). r SHIPMENTS BEYOND 48 HOURS SHALL BE AT THE PRICE IN EFFECT AT TIME OF SHIPMENT UNLESS NOTED OTHERWISE. Seller not responsible for delays, lack of product or increase of pricing due to causes beyond our control, and/or based upon Local, State and Federal laws governing type of products that can be sold or put into commerce. This Quote is offered contingent -upon the Buyer's acceptance of Seller's terms and conditions, which are incorporated by reference and found either following this document, or on the web at http://wolseleyna.com/terms_ConditionsSale.htmi. Govt Buyers: All Items quoted are open market unless noted otherwise. LEAD LAW WARNING: It is illegal to install products that are not "lead free" in accordance with US Federal or other applicable law in potable water systems anticipated for human consumption. Products with *NP in the description are NOT lead free and can only be installed in non -potable applications. Buyer is solely responsible for product selection. BLAND INSULATION INC PO BOX 589 Mabank TX 75147 blandinsulation@elmbargmail.com Name / Address I EAGLE CONTRACTING L.P. P.O. BOX 1600 KELLER, TX 76244 Proposal Date Estimate # 8/10/2016 156 Project Description MY Rate Total PCM 26 Section 15800 Insulate per Specification: 1 1/2" thick Fiberglass Insulate, cover with .016 Alulminum Jacket. Ref: PCM 26 Fire Sprinlder System Sheet F501: Insulate and Hest Trace the outdoor exposed 4" piping, one 90, approximately 6' Insulate per Section 15800 Fiberglass Insulation Aluminum 150.00 150.00 Insulation L&M: Heat Trace per Section 15778: Cliromalox 3-watt, 120V and I B-100 Thermostat per Specification 850.00 850.00 Heat Trace L&M: Subtotal $1,000.00 Sales Tax (8.25%) $0.00 Total $1,000.00 � § | . § � � | § k � -- ■------------- am�c AM 3 � � } �Z2 | t , ®� O �b ■� 75 D ' ' � . . r � . ... .... .§ ƒ \ � ` , • — � � A. 11 q/ ■ /§ CITY J weoc22s . b _m__RECLAMATION»_ �§) ?� § , / m� _ m m n¥N� Eaa , o� eamx 3aa ._. . 2 kkkkkkkk$$k»k|kkkm( t■|;§|§§�E|§q"§§§§ ] Projectmates - Proposal Requests - Details https://apai.proj ectmates.com/Proj ectmates/PR/PRDetaii.aspx?enc=288... PCM # 28 22-Feb-2017 02:16 PM CT Subject General Reference Requested By Spec Section Reason Code Description Attachments Sent To Copy To Proposal Cost will be Time will be Memo Attachment(s) Sent To Copy To Lubbock NWWRP Construction Phase I Services 3813 CR 1900 Lubbock, Texas 79416 Project Number: 0425-018-01 Influent Screen and Grit Equipment Controls Modifications PCM-028 12-Aug-2016 12:00 PM CT 17 - Technology none Please provide a price proposal to modify the control signals and wiring for the influent screen and grit equipment as described in the attachment. PCM-028_Influent Screen and Grit Equipmen.pdf Glenn Grant (Contractor's Representative) A Charles Baldwin A Trevor Overman i Matt Kuykendall A Marshall Plunk b Mike Bigham b Zoltan Fekete Ron Bray b Richard Stanfield Barry Brown b Mary Gonzales Kyle McCoy b Craig Henderson b Kyle Comey (Inactive) Andy Howard Hal Melville b John Turpin A Desirae Noftz b Scott Johnson b Donny Ontiveros b Pat Kolb Increased by US $0.00 Increased by 0 Day(s) Please find attached cost breakdown for providing 1/0 changes to PLC-100. Approval of PCM is required immediately to hold current pricing. PCM-28.pdf Josh Frisinger (Proposal Request Originator) Glenn Grant (Contractor's Representative) Josh Frisinger (Owner's Representative) i Matt Kuykendall b Glenn Grant b Mike Bigham Z Jake Trew b Ron Bray i John Turpin A Marshall Plunk b Pat Kolb I I A Zoltan Fekete Copyright (c) 1999-2017, Systemates, Inc. Approve/Disapprove 1 AV) 7h7/7017 7-1 f PTA Projectmates - Proposal Requests - Details https://apai.proj ectmates.com/Proj ectmates/PR/PRDetail.aspx?enc=288... Status Approved Cost will be Increased by US $0.00 Time will be Increased by 0 Day(s) Memo City staff recommends this change to be included in change order 3. Attachment(s) Sent To Glenn Grant (Contractor's Representative) Copy To A Charles Baldwin A Trevor Overman A Pat Kolb A Marshall Plunk A Matt Kuykendall A Zoltan Fekete & Mike Bigham & Richard Stanfield A Ron Bray b Mary Gonzales A Kyle Comey (Inactive) A Craig Henderson A Kyle McCoy A Jake Trew & Hal Melville A Andy Howard b Desirae Noftz b John Turpin b Patrick Moseley b Scott Johnson A Donny Ontiveros 2 of 2 2/22/2017 2:16 PM PROPOSED CONTRACT ASSOCIATES, INC. MODIFICATION ENVIRONMENTAL ENGINEERS AND SCIENTISTS PCM-028: INFLUENT SCREEN AND GRIT EQUIPMENT CONTROLS MODIFICATIONS Provide a proposal for making the modifications described as follows: The 1/0 for the influent screens and grit equipment as submitted did not match the signals shown in the contract documents. Modify the Influent Screen and Grit Equipment controls as described below. The 1/0 available from the Influent Fine Screen Panel does not match the 1/0 into PLC-100. Modify the PLC-100 1/0 to match the Influent Fine Screen Panel 1/0 as shown below. Original 1/0 Type Tag No. Description Condition DI 100-IS-111 INFLUENT SCREEN NO. 1 READYSTATUS DI 100-IS-111 INFLUENT SCREEN NO. 1 RUN STATUS DI 100-I5-111 INFLUENT SCREEN NO.1 FAILSTATUS DI 100-I5-121 INFLUENT SCREEN NO.2 READYSTATUS DI 100-I5-121 INFLUENT SCREEN NO.2 RUN STATUS DI 100-I5-121 INFLUENT SCREEN NO. 2 FAIL STATUS DI 100-ISC-111 INFLUENT SCREEN NO. I COMPACTOR READYSTATUS DI 100-ISC-111 INFLUENT SCREEN NO. 1 COMPACTOR RUN STATUS DI 100-ISC-111 INFLUENT SCREEN NO. 1 COMPACTOR FAIL STATUS DI 100-ISC-121 INFLUENT SCREEN NO. 2 COMPACTOR READYSTATUS DI 100-ISC-121 INFLUENT SCREEN NO. 2 COMPACTOR RUN STATUS DI 100-ISC-121 INFLUENT SCREEN NO. 2 COMPACTOR FAIL STATUS Modified 1/0 Type Tag No. Description Condition DI 100-I5-111 INFLUENT SCREEN NO. 1 PLC FAULT DI 100-IS-111 INFLUENT SCREEN NO. 1 COMMON ALARM DI SPARE DI 100-I5-121 INFLUENT SCREEN NO. 2 PLC FAULT DI 100-I5-121 INFLUENT SCREEN NO.2 COMMON ALARM DI SPARE DI SPARE DI SPARE DI SPARE DI SPARE DI SPARE DI SPARE To allow the required monitoring and control of the influent screens the panel's Allen Bradley PLC with Ethernet connectivity (total of two) shall be connected to the network cabinet in the PTU Electrical Building. Provide a CAT5E cable in a 3/4" conduit from each panel to the network cabinet. Page 1 of 2 REV 09/2009 fAprojecls\0425\018-01\construction admin\contract modificationslpcm\pcm-028_infJuent screen and grit equipment controls modifications\pcm- 028_influenl screen and grit equipment controls modiflcations.docx Form PCM PROPOSED CONTRACT MODIFICATION The 1/0 available from the Tea Cur) Grit Removal System Panel does not match the 1/0 into PLC-100. Modify the PLC-100 1/0 to match the required 1/0 as shown below. This will also affect the 1/0 for the Grit Pumps. Original 1/0 Type Tag No. Description Condition DI 100-GP-111 GRIT PUMP NO. 1 READY STATUS DI 100-GP-111 GRIT PUMP NO. 1 RUN STATUS DI 100-GP-111 GRIT PUMP NO. 1 FAILSTATUS DI 100-GDU-111 GRIT WASHER AND DEWATERING UNIT NO. 1 READY STATUS DI 100-GDU-111 GRIT WASHER AND DEWATERING UNIT NO. 1 RUN STATUS DI 100-GDU-111 GRIT WASHER AND DEWATERING UNIT NO. 1 FAILSTATUS DI 100-GP-121 GRIT PUMP NO. 2 READY STATUS DI 100-GP-121 GRIT PUMP NO. 2 RUN STATUS DI 100-GP-121 GRIT PUMP NO. 2 FAILSTATUS DI 100-GDU-121 GRIT WASHER AND DEWATERING UNIT NO. 2 READY STATUS DI 100-GDU-121 GRIT WASHER AND DEWATERING UNIT NO. 2 RUN STATUS DI 100-GDU-121 GRIT WASHER AND DEWATERING UNIT NO. 2 FAILSTATUS Modified 1/0 Type Tag No. Description Condition DI 100-GTC-111 TEACUP NO. 1 RUN STATUS DI 100-GTC-121 TEACUP NO. 2 RUN STATUS DI 100-GTC-131 TEACUP NO. 3 RUN STATUS DI 100-GTC-141 TEACUP NO. 4 RUN STATUS DI 100-GTC-111 TEACUP NO.1 FAILSTATUS DI 100-GTC-121 TEACUP NO.2 FAILSTATUS DI 100-GP-111 GRIT PUMP NO. 1 READY STATUS DI 100-GP-111 GRIT PUMP NO. 1 RUN STATUS DI 100-GP-111 GRIT PUMP NO. 1 FAILSTATUS DI 100-GSN-111 GRIT SNAIL NO._1 RUN STATUS DI 100-GTC-131 TEACUP NO.3 FAILSTATUS DI 100-GTC-141 TEACUP NO.4 FAILSTATUS DI 100-GP-121 GRIT PUMP NO. 2 READY STATUS DI 100-GP-121 GRIT PUMP NO.2 RUN STATUS DI 100-GP-121 GRIT PUMP NO. 2 FAILSTATUS DI 100-GSN-121 GRIT SNAIL NO. 2 RUN STATUS DI 100-GSN-111 GRIT SNAIL NO. 1 FAILSTATUS DI 100-GSN-121 GRIT SNAIL NO. 2 FAILSTATUS DO 100-GP-111 GRIT PUMP N0.1 START/STOP COMMAND DO 100-GP-121 GRIT PUMP NO. 2 START/STOP COMMAND Page 2 of 2 REV 09/2009 fAprojects\0425W18-011construction admin\contract modifications\pcm\pcm-028_influent screen and grit equipment controls modifications\pem- 028_influent screen and grit equipment controls modifications.docx Form PCM Northwest Water Reclamation Plant - Phase 1A Change Order Proposal - PCM-028 Date: September 27, 2016 Work Description: Influent Screen and Grit Equipment Modifications Owner: Engineer: Contractor: The City of Lubbock, Texas Alan Plummer Associates Eagle Contracting 1635 13th Street 1320 South University Dr., Suite 300 607 S. Pearson Lane Lubbock, Texas 79415 Fort Worth, Texas 76107-5737 Keller, Texas 76244 Labor Material Equipment Subcontractor TOTALS: $ - $ - $ - $ 7 $0.00 Eagle Insurance 1.8% Overhead & Profit - 10% Subcontracted Work Overhead & Profit -15% Self Performed Work $0.00 $0.00 $0.00 Subtotal Bond @ 1 % $0.00 $0.00 Subtotal $0.00 Total Amount This Cost Proposal $0.00 Time Extension Required - 0 Days Work Descriptlon: Influent Screen and Grit Equipment Modifications 0 LABOR RT HRS OT HRS UNIT RT RATE OT RATE TOTAL Project Manager 0 0 MH $70.00 $70.00 $ SuperIntendents 0 0 MH $70.00 $70.00 $ Assistant Superintendents 0 0 MH $43.00 $43.00 $ Foreman 0 0 MH $32.00 $48.00 $ Carpenter 0 0 MH $24.00 $36.00 $ Carpenter Helper 0 0 MH $21.00 $31.50 $ Laborer 0 0 MH $17.50 $26.25 $ Pipe Layer/Fitter 0 0 MH $24.00 $36.00 $ Pipe Layer/Fitter Helper 0 0 MH $21.00 $31.50 $ Operator - Crane 0 0 MH $31.00 $46.50 $ Operator 0 0 MH $25.00 $37.50 $ Field Engineer (update plans & As-Builts) 0 0 MH $47.00 $47.00 $ Rodman 0 0 MH $19.00 $28.50 S Subtotal S Labor Burden @ 45% $ Fringe Benefits @ 7% S Total Labor $ NON -TAXED MATERIAL QTY UNIT UNIT PRICE TOTAL $0.00 $ $D.00 $ $0.00 $ $0.00 $ $0.00 $ Subtotal - Non -Taxed Material $ TAXED MATERIAL CITY UNIT UNIT PRICE TOTAL- 0 $0.00 $ D $0.00 $ 0 $0.00 $ 0 $0.00 $ Subtotal - Taxed Material + (8.25% Tax) GENERAL CONDITION MATERIAL QTY UNIT UNIT PRICE TOTAL JobsHe Trailer 2.8 % Labor 0 LS $ $ JobsHe Phone 2%Labor 0 LS $ $ Jobsite Electric 1.5% Labor 0 LS $ $ - Jobsite Water 1% Labor 0 LS $ $ Small Tools 7% Labor 0 LS $ $ General Cleaning 0.4% Labor 0 LS $ $ Dum ster 0.9% Labor 0 LS $ $ Temporary Toilets 0.9 % Labor 0 LS S $ SafetyEquipment 3.5% Labor 0 LS $ $ Picku Trucks 3.5% Labor 0 LS $ $ Employee Housing 4% Labor 0 LS $ $ Subtotal - G C Material + (8.25 % Tax) $ Total Material $ EQUIPMENT CITY UNIT RATE TOTAL $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 30.00 $ 0.00 $0.00 Subtotal - Equipment $ Fuel, Oil & Geese 45 % of Equipment) $ Tax C 8.25% $ Total Equipment $ SUBCONTRACTOR CITY UNIT UNIT PRICE TOTAL ACME Electric 1 LS $0.00 $ Ovivo USA 1 LS $0.00 $ ME 1 LS $0.00 $ 0 LS $0.00 $ - Total $ Print Page 1 of 2 Subject: RE: NW Water Reclamation - PCM's From: Barry Brown (bbrown@acmeelect.com) To: a.howard@eaglecontractinglp.com; Date: Monday, September 12, 2016 3:41 PM You are correct, but there should also be adders for 28, 29 ,30, and 32. By the time it is all said and done thee is less than $500 total add. Barry Brown Acme Electric 108 E. 82°d Lubbock Texas 79404 806-745-7720 From: a.howard@eaglecontractinglp.com[mailto:a.howard@eaglecontractinglp.com] Sent: Monday, September 12, 2016 11:49 AM To: Barry Brown <bbrown@acmeelect.com> Subject: Re: NW Water Reclamation - PCM's L-M Shouldn't you have a credit for PCM-27? Andy From: Barry Brown <bbrown@,acmeelect.com> To:"a.howard(@eaglecontractinglp.com" <a.howard @eaelecontractingllp.com> Cc: Grant Glenn<g.grant(cZeaglecontractingly.com> https://mg.mail.yahoo.com/neo/launch 9/23/2016 Print Page 1 of 4 Subject: RE: New PCM # 28 for Lubbock NWWRP Construction Phase I Services From: Dong Aihua (Aihua.Dong@ovivowater.com) To: a.howard@eaglecontractinglp.com; bbrown@acmeelect.com; hal.melville@wmeng.com; Cc: jay@hrmh2o.onmicrosoft.com; alien.steffler@wmeng.com; ramiro@acmeelect.com; Date: Thursday, September 8, 2016 5:18 PM Andy, PCM-028 does not require any modifications to panel hardware. Since we are still working on the final panel schematics and loop diagrams there is no price addition for this. PCM-029 will require the addition of one (1) 16 point AC input module and associated terminal blocks and panel hardware. Total pricing is $ 728.0 Regards, Aihua Dong Project Manager MBR Systems T : 512.652.5827 F : 512.834.6039 E : aihua.dongaa,ovivowater.com Ovivo USA, LLC 2404 Rutland Drive Austin, Texas 78758, USA https://mg.mail.yahoo.com/neo/launch 9/23/2016 Print Page 1 of 2 Subject: Re: New PCM # 28 for Lubbock NWVVRP Construction Phase I Services From: Melville, Hal (hal.melville@wmeng.com) To: a,howard@eaglecontractinglp.com; Date: Tuesday, September 20, 2016 4:05 PM IM Sent from my iPhone 6S Plus Hal ... On Sep 20, 2016, at 5:04 PM, "a.howard@eaglecontractinglp.com" <a.howard@eaglecontractinglp.com> wrote: Hal, Do you have any cost related to this PCM-28 sent on August 29th? Ovivo and ACME have no cost related to this PCM. Thanks Andy From: "a.howard@eaglecontractingip.com" <a.howard@eaglecontractingip.com> To: Barry Brown <bbrown@acmeelect.com>; Hal Melville <hal.melville@wmeng.com>; Scott Johnson <s.johnson@hyperionintl.com> Cc: Dong Aihua <aihua.dong@ovivowater.com>; Jay Martin <jay@hrmh2o.onmicrosoft.com>; Allen StefFler <allen.steffler@wmeng.com>; Ramiro Martinez <ramiro@acmeelect.com> Sent: Monday, August 29, 2016 11:23 AM Subject: Fw: New PCM # 28 for Lubbock NWWRP Construction Phase I Services All, Please provide pricing for modifications noted In attachment by September 9th (many of you were already sent this by APAI). Thanks Andy -' Forwarded Message — From: Josh Frisinger <jfrisinger@apaienv.com> To: g.grant@eaglecontractingip.com Cc: CBaldwin@mail.ci.lubbock.tx.us; mkuykendall@apaienv.com; m.bigham@eaglecontractinglp.com; r.bray@eaglecontractinglp.com; bbrown@acmeelect.com; KMcCoy@mail.ci.lubbock.tx.us; kcomey.walkerrpr@ymail.com; hal.melville@wmeng.com; ddalton@apaienv.com; dontiveros@mylubbock.us; toverman@mail.ci.lubbock.tx.us; mplunk@apaienv.com; ZFekete@mail.ci.lubbock.tx.us; rstanfield@apaienv.com; MHGonzales@mylubbock.us; CHenderson@mail.ci.lubbock.tx.us; a.howard@eaglecontractinglp.com; JTurpin@mail.ci.lubbock.tx.us; s.johnson@hypedonintl.com; p.kolb@eaglecontractinglp.com Sent: Friday, August 5, 2016 12:02 PM Subject: New PCM # 28 for Lubbock NWWRP Construction Phase I Services https://mg.mail.yahoo.com/neo/launch 9/23/2016 Projectmates - Proposal Requests - Details https:Hapai,proj ectmates.com/Proj ectmates/PR/PRDetaii.aspx?enc=288.. PCM # 29 22-Feb-2017 02:16 PM CT Subject General Reference Requested By Spec Section Reason Code Description Attachments Sent To Copy To Proposal Cost will be Time will be Memo Attachment(s) Sent To Lubbock NWWRP Construction Phase I Services 3813 CR 1900 Lubbock, Texas 79416 Project Number: 0425-018-01 Fine Screen, Compactor, and Sluice Water and Fine Screen Valves PCM-029 12-Aug-2016 12:04 PM CT 17 - Technology none Please provide a price proposal to modify the controls and wiring of the fine screens, compactors, sluice water valve, and fine screen valves as described in the attachment. PCM-029_Fine Screen Compactor and Sluic.pdf Glenn Grant (Contractor's Representative) it Charles Baldwin & Trevor Overman ir' Matt Kuykendall & Marshall Plunk & Mike Bigham & Zoltan Fekete & Ron Bray & Richard Stanfield & Barry Brown & Mary Gonzales i Kyle McCoy i Craig Henderson i Kyle Comey (Inactive) i Andy Howard i Hal Melville i John Turpin & Patrick Moseley i Scott Johnson i Desirae Noftz i Pat Kolb & Donny Ontiveros Increased by US $18,387.33 Increased by 3 Day(s) Cost breakdown adding 1/0 points to Fine Screen Control Panel that matches PLC-100. PCM-29.pdf Josh Frisinger (Proposal Request Originator) Glenn Grant (Contractor's Representative) Josh Frisinger (Owner's Representative) Copy To I .'. Matt Kuykendall i Mike Bigham i Ron Bray i Marshall Plunk Copyright (c) 1999-2017, Systemaattes Inc. Fekete Approve/Disapprove i Glenn Grant i Jake Trew i John Turpin & Pat Kolb 1 of 2 2/22/2017 2:17 PM Projectmates - Proposal Requests - Details https:Hapai.proj ectmates.com/Proj ectmates/PR/PRDetail.aspx?enc=288.., Status Approved Cost will be Increased by US $18,387.33 Time will be Increased by 3 Day(s) Memo City staff recommends this change to be included in change order 3, Attachment(s) Sent To Josh Frisinger (Proposal Request Originator) Glenn Grant (Contractor's Representative) Copy To b Charles Baldwin b Marshall Plunk i Matt Kuykendall b Martin Dominguez i Jonathan Baum i Colden Rich S David Besinger i Gary Estes S John Marler S Lisa Singer ii Mike Bigham i Zoltan Fekete S Ron Bray b Richard Stanfield i Barry Brown i Josh Frisinger i Kyle McCoy i Mary Gonzales i Hal Melville i Glenn Grant .'. Chad Craft S Craig Henderson i Patrick Moseley i Jake Trew i Desirae Noftz i Andy Howard .'. Donny Ontiveros i John Turpin i Greg D'Arcy i Scott Johnson i Trevor Overman i Pat Kolb 2 of 2 2/22/2017 2:17 PM PROPOSED CONTRACT ASSOCIATES,MODIFICATION -i ENVIRONMENTAL ENGINEERS AND SCIENTISTS PCM-029: FINE SCREEN, COMPACTOR, AND SLUICE WATER AND FINE SCREEN VALVES Provide a proposal for making the modifications described as follows: The 1/0 available from the fine screen panels, sluiceway control panel and fine screen compactors do not match 1/0 listed in PLC:100. In addition conduit/wire and 1/0 related to the fine screen knife gates were not shown on the contract documents. Drawing 1-100 Preliminary Treatment Unit Termination Diagram I, change Fine Screen Sluice Water Valve No. 1 to Sluiceway Control Panel. Drawing 1-100 Preliminary Treatment Unit Termination Diagram I, Delete conduit and wire related to Fine Screen Sluice Water Valve No. 2. To allow the required monitoring and control of the fine influent knife gates provide 1-9/C#14, 3/4" C. from each fine screen knife gate (total of 3) from gate to PTU:100. The 1/0 available from the fine screen panels, sluiceway control panel and fine screen compactors does not match the 1/0 into PLC-100. Modify the PLC-100 1/0 to match the required 1/0 as shown below. Original 1/0 Type Tag No. Description Condition DI 100-FS-111 FINE SCREEN NO. 1 READY STATUS DI 100-FS-111 FINE SCREEN NO. 1 RUN STATUS DI 100-FS-111 FINE SCREEN NO. 1 FAIL STATUS DI 100-FS-121 FINE SCREEN NO. 2 READYSTATUS DI 100-FS-121 FINE SCREEN NO. 2 RUN STATUS DI 100-FS-121 FINE SCREEN NO. 2 FAIL STATUS DI 100-FS-131 FINE SCREEN NO. 3 READY STATUS DI 100-FS-131 FINE SCREEN NO.3 RUN STATUS DI 100-FS-131 FINE SCREEN NO. 3 FAIL STATUS DI 100-FSC-111 FINE SCREEN NO. 1 COMPACTOR READY STATUS DI 100-FSC-111 FINE SCREEN NO. 1 COMPACTOR RUN STATUS DI 100-FSC-111 FINE SCREEN NO. 1 COMPACTOR FAIL STATUS DI 100-FSC-121 FINE SCREEN NO. 2 COMPACTOR READY STATUS DI 100-FSC-121 FINE SCREEN NO. 2 COMPACTOR RUN STATUS DI 100-FSC-121 FINE SCREEN NO. 2 COMPACTOR FAIL STATUS DI 350-CV-111 FINE SCREEN SLUICE WATER VALVE NO. 1 READY STATUS DI 350-CV-111 FINE SCREEN SLUICE WATER VALVE NO. 1 OPEN INDICATION DI 350-CV-111 FINE SCREEN SLUICE WATER VALVE NO. 1 CLOSE INDICATION DI 350-CV-121 FINE SCREEN SLUICE WATER VALVE NO. 2 READY STATUS DI 350-CV-121 FINE SCREEN SLUICE WATER VALVE NO. 2 OPEN INDICATION DI 350-CV-121 FINE SCREEN SLUICE WATER VALVE NO. 2 CLOSE INDICATION Page 1 of 2 REV 09/2009 fAprojects10425W18-01\construction adminlcontract modificat[onslpcmlpcm-029_fine screen, compactor, and sluice water and fine screen valveslpcm-029_fine screen, compactor, and sluice water and fine screen valves.docx Form PCM PROPOSED CONTRACT MODIFICATION Modified 1/0 Type Tag No. Description Condition DI 100-FS-111 FINE SCREEN NO. 1 READY STATUS DI 100-FS-111 FINE SCREEN NO. 1 RUN STATUS DI 100-FS-111 FINE SCREEN NO. 1 FAIL STATUS DI 100-FS-121 FINE SCREEN NO. 2 READY STATUS DI 100-FS-121 FINE SCREEN NO. 2 RUN STATUS DI 100-FS-121 FINE SCREEN NO. 2 FAIL STATUS DI 100-FS-131 FINE SCREEN NO. 3 READY STATUS DI 100-FS-131 FINE SCREEN NO. 3 RUN STATUS DI 100-FS-131 FINE SCREEN NO. 3 FAIL STATUS DI 100-FSC-111 FINE SCREEN NO, 1 COMPACTOR READY STATUS DI 100-FSC-111 FINE SCREEN NO. 1 COMPACTOR RUN STATUS DI 100-FSC-111 FINE SCREEN NO. 1 COMPACTOR FAIL STATUS DI 100-FSC-121 FINE SCREEN NO. 2 COMPACTOR READY STATUS DI 100-FSC-121 FINE SCREEN NO. 2 COMPACTOR RUN STATUS DI 100-FSC-121 FINE SCREEN NO. 2 COMPACTOR READY STATUS DI 100-FS-111 FINE SCREEN NO. 1 HIGH LEVEL DI 100-FS-121 FINE SCREEN NO. 2 HIGH LEVEL DI 100-FS-131 FINE SCREEN NO. 3 HIGH LEVEL DI 100-SCP-111 SLUICEWAY CONTROL PANEL VALVE OPEN INDICATION DI 100-SCP-111 SLUICEWAY CONTROL PANEL VALVE CLOSE INDICATION DI 100-SCP-111 SLUICEWAY CONTROL PANEL HIGH LEVEL DI 100-SCP-111 SLUICEWAY CONTROL PANEL READY STATUS DI 100-FSG-111 FINE SCREEN NO. 1 INLET KNIFE READY STATUS GATE DI 100-FSG-111 FINE SCREEN NO. 1 INLET KNIFE GATE OPEN INDICATION GATE FINE SCREEN NO. 1 INLET KNIFE DI 100-FSG-111 GATE GATE CLOSE INDICATION DI 100-FSG-121 FINE SCREEN NO. 2 INLET KNIFE READY STATUS GATE DI 100-FSG-121 FINE SCREEN NO. 2 INLET KNIFE GATE OPEN INDICATION GATE DI 100-FSG-121 FINE SCREEN NO. 2 INLET KNIFE GATE CLOSE INDICATION GATE DI 100-FSG-131 FINE SCREEN NO. 3 INLET KNIFE READY STATUS GATE DI 100-FSG-131 FINE SCREEN NO. 3 INLET KNIFE GATE OPEN INDICATION GATE DI 100-FSG-131 FINE SCREEN NO. 3 INLET KNIFE GATE CLOSE INDICATION GATE DO 100-FS-111 FINE SCREEN NO. 1 START/STOP COMMAND DO 100-FS-111 FINE SCREEN NO. 1 SPRAY BAR OPEN/CLOSE COMMAND DO 100-FS-121 FINE SCREEN NO.2 START/STOP COMMAND DO 100-FS-121 FINE SCREEN NO. 2 SPRAY BAR OPEN/CLOSE COMMAND DO 100-FS-131 FINE SCREEN NO. 3 START/STOP COMMAND DO 100-FS-131 FINE SCREEN NO. 3 SPRAY BAR OPEN/CLOSE COMMAND DO 100-FSG-111 FINE SCREEN NO. 1 INLET KNIFE OPEN COMMAND GATE DO 100-FSG-111 FINE SCREEN NO. 1 INLET KNIFE CLOSE COMMAND GATE DO 100-FSG-121 FINE SCREEN NO. 2 INLET KNIFE OPEN COMMAND GATE DO 100-FSG-121 FINE SCREEN NO. 2 INLET KNIFE CLOSE COMMAND GATE FINE SCREEN NO. 3 INLET KNIFE DO 100-FSG-131 GATE OPEN COMMAND DO 100-FSG-131 FINE SCREEN NO. 3 INLET KNIFE CLOSE COMMAND GATE Page 2 of 2 REV 09/2009 Oprojects\0425\018-01\construction adrnin\contract modifications\pcm\pcm-029_fine screen, compactor, and sluice water and fine screen valves\pcm-029_fine screen, compactor, and sluice water and fine screen valves.docx Form PCM Northwest Water Reclamation Plant - Phase 1A Change Order Proposal - PCM-029 Date: September 27, 2016 Work Description: Fine Screen Control Panel 1/0 to match PLC-100 Owner. The City of Lubbock, Texas 1635 13th Street Lubbock, Texas 79415 Engineer: Alan Plummer Associates 1320 South University Dr., Suite 300 Fort Worth, Texas 76107-5737 Labor Material Equipment Contractor. Eagle Contracting 607 S. Pearson Lane Keller, Texas 76244 Subcontractor TOTALS: 1 $ 632.00 $ - $ - $ 15,728.00 $16,260.00 Eagle Insurance 1.8% Overhead & Profit - 10% Subcontracted Work Overhead & Profit -15% Self Performed Work $292.68 $1.572.80 $79.80 Subtotal Bond @ 1 % $18,205.28 $182.05 Subtotal $18,387.33 Total Amount This Cost Proposal $18,387.33 Time Extension Required - 3 Days Work Description: Fine Screen Control Panel 1/0 to match PLC-100 0 LABOR RT HRS OT HRS UNIT RT RATE OT RATE TOTAL Project Manager 5 0 MH $70.00 $70.00 $ 350.00 Su erfntendenls 0 0 MH $70.00 $70.00 $ Assistant Superintendents 0 0 MH $43.00 $43.00 $ Foreman 0 0 MH $32.00 $48.00 $ Carpenter 0 0 MH $24.00 $36.00 $ Carpenter Helper 0 0 MH $21.00 $31.50 $ Laborer 0 01 MH 1 $17.50 $26.25 $ Pipe Layer/Fitter 0 0 MH $24.00 $36.00 $ Pipe Layer/Fitter Helper 0 0 MH $21.00 $31.50 S Operator - Crane 0 0 MH $31.00 $46.50 S Operator 0 0 MH $25.00 $37.50 $ Field Engineer (update plans & As-Builts 0 0 MH $47.00 $47.00 $ Rodman 0 0 MH $19.00 $28.50 S Subtotal $ 350.00 Labor Burd45% $ 157.50 Fringe Be, its � 7% $ 24.50 Total Labor I I $ 532.00 NON -TAXED MATERIAL QTY UNIT UNIT PRICE TOTAL $0.00 $ $0.00 $ $0.00 $ $0.00 $ $0.00 $ Subtotal - Non -Taxed Material $ TAXED MATERIAL QTY UNIT UNIT PRICE TOTAL 0 $0.00 $ 0 $0.00 $ 0 $0.00 $ $0.00 $ Subtotal - Taxed Material + (8.25% Tax) $ GENERAL CONDITION MATERIAL CITY UNIT UNIT PRICE TOTAL Jobsite Trailer 2.8 % Labor 0 LS $ 14.90 $ Jobsite Phone 2% Labor 0 LS $ 10.64 $ Jobsite Electric 1.5% Labor 0 LS $ 7.98 $ Jobsite Water 1% Labor 0 LS $ 5.32 $ Small Tools 7% Labor 0 LS $ 37.24 $ General Cleaning 0.4% Labor 0 LS $ 2.13 $ Dum ster 0.9% Labor 0 LS $ 4.79 $ Temporary Tollets 0.9 % Labor 0 LS $ 4.79 $ Safety Equipment 3.5% Labor 0 LS $ 18.62 $ Pickup Trucks 3.5% Labor 0 LS $ 18.62 $ Employee Housing 4% Labor 0 LS $ 21.28 $ Subtotal - G C Material + (8.25 % Tax) $ Total Material $ EQUIPMENT QTY UNIT RATE TOTAL $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 Subtotal- Equipment $ Fuel, Oil & Geese 45% of Equipment) $ Tax @ 8,25% $ - Total Equipment $ SUBCONTRACTOR OTY UNIT UNIT PRICE TOTAL ACME Electric 1 LS $0.00 $ Ovivo USA 1 LS $728.00 $ 728.00 WME 1 LS $15,000.00 $ 15,000.00 0 LS $0.00 $ Total $ 16,728.00 1 a6r-1 V1 L. Subject: RE: NW Water Reclamation - PCM's From: Barry Brown (bbrown@acmeelect.com) To: a.howard@eaglecontractinglp.com; Date: Monday, September 12, 2016 3:41 PM You are correct, but there should also be adders for 28, 29 ,30, and 32. By the time it is all said and done thee is less than $500 total add. Barre Brown Acme Electric 108 E. 82" d Lubbock, Texas 79404 806-745-7720 From: a.howard@eaglecontractinglp.com [maiIto: a.howard@eaglecontractinglp.corn] Sent: Monday, September 12, 2016 11:49 AM To: Barry Brown <bbrown@acmeelect.com> Subject: Re: NW Water Reclamation - PCM's M Shouldn't you have a credit for PCM-27? Andy From: Barry Brown <bbrown(cZacmeelect.com> To:"a.howard(@eaelecontractinglp.com"<a.howard(4eaQ)econtracting ip.com> Cc: Grant Glenn <jz.erant a ea;elecontractinglp.com> https://mg.mail .yahoo.coin/neo/launch 9/23/2016 r Illll r ugc 1 U.1 •t Subject: RE: New PCM # 28 for Lubbock NWWRP Construction Phase I Services From: Dong Aihua (Aihua.Dong@ovivowater.com) To: a.howard@eaglecontractingip.com; bbrown@acmeelect.com; hal.melville@wmeng.com; Cc: jay@hrmh2o.onmicrosoft.com; alien.steffler@wmeng.com; ramiro@acmeelect.com; Date: Thursday, September 8, 2016 5:18 PM Andy, PCM-028 does not require any modifications to panel hardware. Since we are still working on the final panel schematics and loop diagrams there is no price addition for this. PCM-029 will require the addition of one (1) 16 point AC input module and associated terminal blocks and panel hardware. Total pricing is S 728.0 Regards, Aihua Dong Project Manager MBR Systems T : 512.652.5827 F : 512.834.6039 E : ailiva.dong(a.ovivowater.com Ovivo USA, LLC 2404 Rutland Drive Austin, Texas 78758, USA https://mg.maii.yahoo.com/neo/launch 9/23/2016 VCR- Z9 4275 Kellway Circle, Suite 164 Addison, TX 75001 3ftnderfich-Malec Phone: 469-574-2500 Enaineerina I Svstems I Services CHANGE ORDER REQUEST (4215001 COR# 004 08/29/16) CUSTOMER: ADDRESS: PROJECT: PO or CONTRACT NO. WME PROJ: MGR/ENGINEER: Eagle Contracting, L.P P.O. Box 1600 Keller, TX 76244 CHANGE NOTICE #: CHANGE ORDER REQUEST DATE: City of Lubbock— Northwest Water Reclamation Plant Eagle Subcontract to WMS issued on 251h February 2015 4215001 Hal Melville 004 Rev-0 Fine Screen 10 Changes SCADA/PLC programming 08/29/16 DESCRIPTION CHANGE/WORK SCOPE • Change the number of Fine Screen 10 points from 21 to 45 as outlined in PCM #29, BASIS/SUPPORTING DOCUMENTATION PCM #29 dated June 8/12, 2016. SCHEDULE IMPACT This change is anticipated to have no schedule impact. COST The COST breakdown is: • WM SCADA and PLC programming = $13,200 • Wlvl testing and startup = $1,800 NET TOTAL THIS CHANGE ORDER: $15,000 increase Wunderlich-Malec will complete the scope of work described above after issue of a formal notice of approval for this COR. Prior to this approval all work associated with this change, or previously approved work for which this changed scope of work is a predecessor, will not be completed. The schedule impact duration is effective from the date of approval and notice of such approval to WM. Accepted (Eagle Contracting): Accepted (Wunderlich-Malec): Hal Melville (Printed Name) (Printed Name) August 29, 2916 (Signature) (Date) (Signature) (Date) VALID FOR 30 DAYS FROM THIS DATE 08130/2016 Dallas Office 4275 Kellway Circle, Suite 164, Addison, TX 75001 Phone: 469-574-2500 www.wmeng.com Arizona California Colorado Georgia Illinois Maine Minnesota New Hampshire New Mexico New York Ohio Oregon Tennessee Texas Wisconsin Projectmates - Proposal Requests - Details https://apai.proj ectm ates.com/Pro j ectmates/PR/PRDetai I .aspx?enc=28 8... PCM # 33 22-Feb-2017 02:17 PM CT Subject Grit Pipe Flush Connections General Lubbock NWWRP Construction Phase I Services 3813 CR 1900 Lubbock, Texas 79416 Project Number: 0425-018-01 Reference PCM-033 Requested By 04-Oct-2016 05:25 PM CT Spec Section 15 - Mechanical Reason Code none Description Please provide a price proposal to add flush connections to the grit piping as described in the attachment. Attachments PCM-033_Grit Pipe Flush Connections.pdf Sent To Glenn Grant (Contractor's Representative) Copy To it Charles Baldwin a Marshall Plunk t Pat Kolb Zoltan Fekete .'. Matt Kuykendall A Richard Stanfield t Mike Bigham d, Mary Gonzales d� Ron Bray Craig Henderson a Kyle McCoy a Jake Trew d, Desirae Noftz A Andy Howard d, Greg D'Arcy John Turpin A Trevor Overman Proposal Cost will be Increased by US $8,103.36 Time will be Increased by 0 Day(s) Memo See attached proposal for the PCM-33 Flushing Connections for Grit Piping. Attachment(s) PCM-33 Flushing Connections for Grit Pipi.pdf Sent To Josh Frisinger (Proposal Request Originator) Glenn Grant (Contractor's Representative) Josh Frisinger (Owner's Representative) Copy To t Matt Kuykendall Jake Trew d� Ron Bray b Andy Howard d� Marshall Plunk b John Turpin .'. Zoltan Fekete A Pat Kolb Approve/Disapprove Status Approved Copyright (c) 1999-2017, Systemates, Inc. Cost will be Increased by US $8,103.36 1 of 9 2/22/2017 2:17 PM Projectmates - Proposal Requests - Details https://apai.projectmates.com/Proj ectmates/PR/PRDetaii.aspx?enc=288.., Time will be Memo Attachment(s) Sent To Copy To Increased by 0 Day(s) City staff recommends this change to be included in change order 3. Josh Frisinger (Proposal Request Originator) Glenn Grant (Contractor's Representative) b Matt Kuykendall i Charles Baldwin i Mike Bigham i Kyle McCoy i Ron Bray & Patrick Moseley & Desirae Noftz & Donny Ontiveros & Trevor Overman i Marshall Plunk A Zoltan Fekete b Josh Frisinger i Richard Stanfield & Mary Gonzales & Glenn Grant & Miguel Tejeda & Craig Henderson & Jake Trew & Andy Howard & John Turpin 2 of 2 2/22/2017 2:17 PM PROPOSED CONTRACT ASSOCIATES,MODIFICATION ENVIRONMENTAL ENGINEERS AND SCIENTISTS PCM-033: GRIT PIPE FLUSH CONNECTIONS Provide a proposal for making the modifications described as follows: Add five (5) flushing connections to each of the two grit pipes, for a total of ten (10) flushing connections. As shown on the attached sketches, for each grit pump/pipe provide the following: • Between the TEE and plug valve on the pump suction add a WYE with a flushing connection and a FLG x PE spool piece with an FICA. Move pumps to the north to allow room for additional piping. Contractor to coordinate pipe and electrical modifications that may be required. (markup on Section F of M-110) • To the grit pump discharge pipe add a 3-inch WYE fitting with a flush connection and an FICA. (markup on Section F of M-110) • Prior to the 6-inch 90 bend at the south end of the grit pump room add a WYE with a flush connection. (markup on Section F of M-110) • Replace the 4-inch 90 bend discharge into the slurry cup with a CROSS, and a flush connection on each of the blind flanges. (markup on Section D of M-109) In addition to the flush connections add a 3-inch Plug valve to the 3/GR/DIP between the grit pump discharge and the WYE fitting for both pipes. Please submit pricing for the plug valve and flush connections and related piping on either side of the grit pump as a base price. Include pricing for the WYEs before the 90 degree fittings and the 90 degree bend into the slurry cup being replaced with CROSSes as an adder price. Page 1 of 1 REV 09/2009 bprojects10425101B-01kconstruction adminlcontract mod18cations�pcmlpcm-033_grit pipe flush con nectionslpcm-033_grit pipe flush connections.docx Form PCM 5'-10" 13'-6" 15'-4" 15'-4" r� HAND CRANK ETYP72.50, 20F 2 INFLUENT I 100—SG-141 CHANNEL FRP GRATING, (TYP.) OVERFLOW (SEE STRUCTURAL) T PLATFORM CHANNEL EL=3271.00 T GATE EL=3264.28, T/CHANNEL EL 3261.25 C2 4Z PW _PVC �=3238.00 ------------------------ — 110 6 DI GR P 4/HPW/CPVC _-� ----- --------------------- ------ � 3254.50 GRITAPUMP 100—CP-11 PL4 v w vE G" FLw Pe S?DoL_ re�it7 VEDUCEPl. \Jie vITA FLUSH O%j cc) WJ EC TIO Al 1 , Lrc& Tbwfr-1 GRIT PUMP l4r—Q 100—CP-121 PLWI VALV. ' rt i.•k-,A IZcmveV 7'-6" 6/GR/DIP T/SLAB & GRATING EL=3269.Oi T/CHANNEL EL=3259.2E 6/GRP�DIP rL 3253.50 GRIT PUMP 3246.75 6/D/DIP PAD 3 7 (TYP.) YdYr 1- CoNNEci1ou y it r V. wYb roe FWSFIIN(� �^� 6 D DIP UMNECT1ON 6 D DIP 11 SECTION.. SCALE: 3/16"=1'-0" M-100 M-103 • GRIT DEWATERING UNIT -� 11 PLATFORM & STAIRS NOT SHOWN FOR CLARITY, SEE SHEET M-110 E PENETRATION, _/.,—, (Np) 1 JJ AERIAL P.S. 35 AS NEEDED - P/ 1w C _____ ___ 3263.17 qzGR/DIP______ _ q 3261.67 3258.67 I HANDRAIL, I (SEE STRUCTURAL) l T/PALTFORM EL=3249.50 FINE SCREEN COMPACTOR DISCHARGE PIPING, (SEE SHEET M-107) (SEE NOTE 3) A ■ GRIT DEWATERING UNIT GRIT DEWATERING UNIT 100—GDU-111 CeoSS WITI{ Fwsi1 100—GDU-121 ,, ONNF "'. FC A To RoTFOM of Goss, sND �Fr- A -to EGUP. n ____L4f PW/DIP 0 __6/GR1DIP _LFFLUENT) 3261.67 6/GR1DIP INLET__ 3261.67 61G�DIP �DRAI � _ ----- -- � 3261.67 5 7 DUMPSTER, (SEE NdTE 5) STN STL TRENCH DRAIN, (SEE STRUCTURAL) SECTION y**D\ SCALE: 3/16"=1'—O" M-100,M-101 M-103, M-105 5 T/WALL & GRATING EL=3269.00 _ 6/GRLDIP _� FLUENT 3260.67 ___6/GR/DIP �NFLUEN� 3254.50 �6LGIDIP �NFLUENIJ 3253.50 349 PIPE SUPPORT, (TYP. OF 2) 20f F 32 T/SLAB T SLR EL=3243.00 EL=3, I _ _ 6f D/DIP 20-/F. � 32 PLATFORM & STAIRS NOT SHOWN FOR CLARITY, SEE SHEET M-110 PIPE PENETRATION (TYP.) 33 AERIAL P.S. 35 AS P4EEDED (SEE NOTE 3) GRIT DEWATERING UNIT GRIT DEWATERING UNIT 100-GDU -111 c w is w iT►� r-Lusy1 100-GDU -121 _VPw/Pvc ---- ,-- 3263.17? -t - f 3261.67 --3 — FCP. iu --- %O.ifoM of -- egos", LND F ECAU a 0 a JDIP_EL_FLU FENT) 3261.67 6/GR1DIP INLET) _ CL 3261.67 6i-GR/-DIP lDRAI�__ -------_— (� 3261.67 F17iLIE T/WALL & GRATING EL=3269.00 6 GR DIP INFLUENT 5'-10" 13'-6" 15'-4'o HAND CRANK ' EL=3272.50, (TYP. OF 2) INFLUENT I I 100—SG-141 CHANNEL FRP GRATIN OVERFLOW (SEE STRUC T PLATFORM CHANNEL EL=3271.00 — - T GATE L=3264.26, I (TYP. OF 2) T/CHANNEL EL 3261.25 1 IV ---------------- q=3238.00 �GR/DIP------ 4/HPW/CPVC — 10 --_— , q 3254.50 11 \4fc w f" FLU511 OUT coQQcCTlpe1 (,r CA TiC LNiL' ® GI GRIT PUMP I° 101 ;F� 100—CP-111 I 2 T/BEAD V V. 4 r---v �, NL TIN Yc Fog FLUSi+INCi 6 D DIP _ _ _ CoNNEc�lou PUMP PAD 37� (TYP.) 11 SEM SCALE: 3/ 1 Northwest Water Reclamation Plant - Phase 1A Change Order Proposal - PCM-033 November 22, 2016 Flushing Connections for Grit Piping Owner: The City of Lubbock, Texas 1635 13th Street Lubbock, Texas 79415 Engineer: Alan Plummer Associates 1320 South University Dr., Suite 300 Fort Worth, Texas 76107-5737 Contractor: Eagle Contracting 607 S. Pearson Lane Keller, Texas 76244 Labor Material Equipment Subcontractor TOTALS: $ 1,767.76 $ 5,101.36 1 $ - Is - $6,869.12 Eagle Insurance 1.8% Overhead & Profit -10% Subcontracted Work Overhead & Profit- 15% Self Performed Work $123.64 $0.00 $1,030.37 Subtotal Bond @ 1 % $8,023.13 $80.23 Subtotal $8,103.36 Total Amount This Cost Proposal $6,103.36 Time Extension Required - 0 Days Flushing Connections for Grit Piping LABOR RT HRS OT HRS UNIT RT RATE OT RATE TOTAL Project Manager 4 0 MH $70.00 S70.00 $ 280.00 Superintendents 2 0 MH S70.00 $70,00 $ 140.00 Assistant Superintendents 5 0 MH $43.00 $43.00 $ 215.00 Foreman 0 0 MH $32.00 $48.00 $ Carpenter 0 0 MH . $24.00 $36.00 S Carpenter Helper 0 0 MH $21.00 $31,50 S Laborer 0 01 MH $17.50 $26.25 $ Pipe La er/Fltter 8 0 MH $24.00 $36.00 $ 192.00 Pipe Layer/Fitter Helper 16 0 MH $21.00 $31.50 $ 336.00 Operator - Crane 0 0 MH $31.00 S46.50 $ Operator 0 0 MH $25.00 $37.50 $ Field Engineer 0 0 MH $47.00 $47.00 $ Rodman 0 0 MH $19,00 $28.50 $ Subtotal S 1,163.00 Labor Burden 45% S 523.35 Fringe Benefits @ 7% S 81.41 Total Labor 1 $ 1.767.76 NON -TAXED MATERIAL CITY UNIT UNIT PRICE I TOTAL Ferguson Quote B305833 1 LS $5.101.35 S 5.101.36 $0.00 $ 50.D0 $ $0.00 $ $0.00 S Subtotal - Non -Taxed Material $ 5,101 36 TAXED MATERIAL CITY UNIT UNIT PRICE TOTAL 0 $0.0D $ 0 $0.00 $ 0 S0.00 S 0 $0.00 $ Subtotal - Taxed Material + 8,25% Tax $ GENERAL CONDITION MATERIAL CITY UNIT UNIT PRICE TOTAL Jobsite Trailer 2.8 % Labor 0 LS $ 49.50 $ Jobsite Phone 2% Labor 0 LS $ 35.36 $ Jobsite Electric 1.5% Labor 0 LS S 26.52 $ Jobsite Water 1% Labor 0 LS $ 17.68 $ Small Tools 7% Labor 0 LS $ 123,74 S General Cleaning 0.4% Labor 0 LS $ 7.07 $ Dum ster 0.9% Labor 0 LS $ 15.91 $ Temporary Toilets 0.9 % Labor 0 LS $ 15.91 $ Safety Equipment 3.5% Labor 0 1 1 LS $ 61.87 $ Pickup Trucks 3.5% Labor 0 LS $ 61.87 $ Employee Housing 4% Labor 0 LS $ 70.71 S Subtotal - G C Materiel + (8.25 % Tax) $ Total Material $ 5,101.36 EQUIPMENT OTY UNIT RATE TOTAL $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.D0 $0.00 $0.00 $0.00 $0.00 $0.00 Subtotal - Equipment S Fuel, Oil 8 Geese 45% of E ui ment S Tax 6.25% S Total Equipment $ SUBCONTRACTOR CITY UNIT UNIT PRICE TOTAL 0 LS $0.00 $ 0 LS $0.00 $ 0 LS $0.D0 $ 0 LS $0.00 $ Total $ From: Scott Atkinson - 1107 SOUTH TEXAS WW To: Atkinson. Scott (Ferousonl - 1107 Plant Subject: Email Bid# B305833 Date: Wednesday, October 05, 2016 3:32:16 PM Price Quotation # B305833 FERGUSON WATERWORKS #3209 510 CR 7200 LUBBOCK, TX 79404-0000 Phone : 806-392-9064 Fax: 806-748-3809 Bid No.......: B305833 Bid Date...: 10/05/16 Quoted By: SAX Customer.: EAGLE CONTRACTING LP PO BOX 1600 192 NORTHWEST WTR RECLAMATION KELLER, TX 76244 Cust PO#..: Cust Phone: 817-379-1897 Terms.........: NET 10TH PROX Ship To.......: EAGLE CONTRACTING LP PO BOX 1600 192 NORTHWEST WTR RECLAMATION KELLER, TX 76244 Job Name.: GRIT PIPING Item Description Quantity Net Price UM Total M60INIAGM 3 FLG PLUG VLV W; HW 2 472.500 EA 945.00 FYP4M 3 DI 125# FLG P-401 WYE 2 218.750 EA 437.50 SP-ZFLBD03F 3 X 3/4 IP TAP BLND FLG P-401 PC 2 117.880 EA 235.76 SP-BP150A307BM 3 150# A307B FLG BOLT SET 6 3.850 EA 23.10 SP-BP150A307BM 3 150# A307B FLG BOLT SET 2 3.850 EA 7.70 FOR PLUG VALVE FNWRIFFGAM 3 RR 1/8 FF 150# GSKT 8 1.820 EA 14.56 FYP4P 4 DI 125# FLG P-401 WYE 2 218.750 EA 437.50 SP-ZFLBD04P401 4 X 3/4 IP TAP BLND FLG P-401 PC 6 137.560 EA 825.36 SP-BP150A307BP 4 150# A307B FLG BOLT SET 14 8.310 EA 116.34 FNWRIFFGAP 4 RR 1/8 FF 150# GSKT 14 2.640 EA 36.96 FCROSSP4P 4 DI 125# FLG P-401 CRS 2 240.190 EA 480.38 FYP4U 6 DI 125# FLG P-401 WYE 2 345.190 EA 690.38 SP-TAPBFP4UF 6X3/4 DI C110 P401 TAPT BLIND FLG 2 200.250 EA 400.50 SP-BP150A307BU 6 150# A307B FLG BOLT SET 6 10.620 EA 63.72 FNWRIFFGAU 6 RR 1/8 FF 150# GSKT 6 4.020 EA 24.12 DS46NFCL 3/4XCL S40 316L WLD NIP TBE 16 2.180 EA 34.88 NT58580LFF LF 3/4 BRZ 600# THRD FP BV 8 16.090 EA 128.72 D75BSS 3/4 SS QUICK COUP B 8 10.880 EA 87.04 3/4 FNPT X MALE QC D75DCSS 3/4 SS DUST CAP 8 13.980 EA 1 111.84 Subtotal: $5101.36 Inbound Freight: $0.00 Tax: $0.00 Order Total: $5101.36 Quoted prices are based upon receipt of the total quantity for immediate shipment (48 hours). SHIPMENTS BEYOND 48 HOURS SHALL BE AT THE PRICE IN EFFECT AT TIME OF SHIPMENT UNLESS NOTED OTHERWISE. Seller not responsible for delays, lack of product or increase of pricing due to causes beyond our control, and/or based upon Local, State and Federal laws governing type of products that can be sold or put into commerce. This Quote is offered contingent upon the Buyer's acceptance of Seller's terms and conditions, which are incorporated by reference and found either following this document, or on the web at http://wolseleyna.com/terms_ conditionsSale.html. Govt Buyers: All items quoted are open market unless noted otherwise. LEAD LAW WARNING: It is illegal to install products that are not "lead free" in accordance with US Federal or other applicable law in potable water systems anticipated for human consumption. Products with *NP in the description are NOT lead free and can only be installed in non -potable applications. Buyer is solely responsible for product selection. Projectmates - Proposal Requests - Details https:/Iapai.proj ectmates.com/Proj ectmates/PR/PRDetai i.aspx?enc=288... PCM # 34 22-Feb-2017 02:17 PM CT Subject General Reference Requested By Spec Section Reason Code Description Attachments Sent To Copy To Proposal Cost will be Time will be Lubbock NMRP Construction Phase I Services 3813 CR 1900 Lubbock, Texas 79416 Project Number: 0425-016-01 Carrousel Modifications to Incorporate Partial Bio-P Removal PCM-034 23-Nov-2016 03:59 PM CT 11 - Equipment none Please provide a price proposal to modify the control of the internal recycle (IR) gate operation to provide partial biological phosphorus removal as described in the attachment. PCM-034_Carrousel Modifications to Incorp.pdf Glenn Grant (Contractor's Representative) 8 Charles Baldwin t Zoltan Fekete S Matt Kuykendall : Richard Stanfield S Mike Bigham t Mary Gonzales 8 Ron Bray t Craig Henderson 8 Kyle McCoy 8 Jake Trew 8 Patrick Moseley 8 Andy Howard 8 Donny Ontiveros 8 John Turpin 8 Trevor Overman 8 Pat Kolb 8 Marshall Plunk Increased by US $9,164.32 Increased by 0 Day(s) see attached. Attachment(s) PCM-34.pdf Sent To Josh Frisinger (Proposal Request Originator) Josh Frisinger (Owner's Representative) Copy To L Matt Kuykendall t Ron Bray t Hal Melville A Desirae Noftz t Marshall Plunk Approve/Disapprove cgiWst (c) 1999-2017, syste proved 8 Zoltan Fekete 8 Jake Trew S Andy Howard m John Turpin S Pat Kolb 1 of 2 2/22/2017 2:18 PM Projectmates - Proposal Requests - Details https:Hapai.projectmates.com/Projectmates/PRJPRDetaii.aspx?enc=288... Cost will be Increased by US $9,164.32 Time will be Increased by 0 Day(s) Memo City staff recommends this change to be included in change order 3. Attachment(s) Sent To Glenn Grant (Contractor's Representative) Copy To S Charles Baldwin A Zoltan Fekete A Mike Bigham S Richard Stanfield S Ron Bray A Mary Gonzales .', Kyle McCoy S Craig Henderson Hal Melville ti Andy Howard S Patrick Moseley i Jake Trew A Desirae Noftz i Scott Johnson S Donny Ontiveros i John Turpin S Trevor Overman S Pat Kolb A Marshall Plunk A Matt Kuykendall 2 of 2 2/22/2017 2:18 PM PROPOSED CONTRACT ASSOCIATES, INC. MODIFICATION ENVIRONMENTAL ENGINEERS AND SCIENTISTS PCM-034: CARROUSEL MODIFICATIONS TO INCORPORATE PARTIAL BIO-P REMOVAL Provide a proposal for making the modifications described as follows: Make the necessary programming modifications to the internal recycle (IR) gate to force anaerobic conditions in the anoxic zone for a period of time to achieve partial biological phosphorus removal. The proposal should include all effort required by to implement this change, including any necessary site visits. Refer to Option 3 in the attached email discussion between APAI and OVIVO discussing preliminary scope and costs for this modification. Page 1 of 1 REV 09/2009 E\projects\0425\018-01\construction admmlconlract mod ifications\pcm\pcm-034_carrouse I upgrade to bio-p\pcm-034_carrousel modifiations to incorporate partial bio-p removal.docx Form PCM Frisinger, Josh From: Williams Mark <Mark.Williams@ovivowater.com> Sent: Friday, September 09, 2016 11:36 PM To: Frisinger, Josh Cc: Leland Tom; Powers Lisa; Qin Jie Subject: RE: Lubbock Carrousel Upgrade to Bio-P Removal Attachments: TR50-2.33-6_8 Tech Data.pdf, RZP curve K10055us.pdf, RZP 50-3, AVR 80.pdf Josh, Tom is on vacation and asked me to respond to your questions. As you mentioned, because the basin was designed for future P removal, the only thing necessary to achieve Bio-P removal would be to add the mixers in the anaerobic cells as well as a wall pump mixer for internal recycle. There are a few options that I have outlined below: If you were to put in all required equipment now, the scope would consist of (4) anaerobic mixers (TR50-2.33- 6/8, 2.7HP) and (2) IR REZI pumps(RZP 50-3.31-4/8 525, 5.6HP, designed for 2-3Q at 60 Hz, so 3.0-4.5 MGD each at 60 Hz). The mixers would require starters and the REZI Jet Pumps should be installed on VFD's to allow full control of the pumping rates and avoid flow induced harmonics. Ovivo's scope of supply would include the mixers, pumps, 1 hoist per unit, retrieval rails and all hardware required for installation, all these components would be provided in 316 SS just like the mixers on the current project. The wall pumps also require a mounting flange which is included with the pump and manufactured from 316 SS. The pipe to transfer liquid from the anoxic zone to the anaerobic zone is not included in this scope of supply and would need to be supplied by the contractor. Just like regular pumps, the wall pumps require a certain amount of head to operate, since the static head is minimal at best, a duck bill valve should be included for installation on the opposite side of the wall to induce a small amount of head. This valve should also be supplied by the contractor. The pipe flange will require some field welding to the pipe installed in the wall which would be done by the contractor. The installation of the duck bill valve may also require field welding by the contractor. I have included cut sheets for these mixers and pumps for electrical design requirements. The control panel would require some additional 1/0 as well as some programming which is also included in this scope of supply. Price for this option would be $333,250. 2. If the equipment were to be put in 2-5 years from now as you mentioned, the scope would be the same but you may want to add a few percent to your budget for material escalation. Another option that you could consider for the short term, as you mentioned below, would be operate the system with the equipment that you currently have in place but we could reprogram the way that the IR gate functions and use the automated IR gate to force anaerobic conditions in the anoxic zone for a period of time allowing you to achieve some Bio-P removal. It is not as efficient as the dedicated anaerobic cells but would reduce the use of chemicals in the short term. This option would require a site visit as well as modifications to the program which we could provide for $7,200 but would not require additional instrumentation. Based on the design influent TP concentration of 7.0 mg/L you could expect the following performance: Options 1,2: effluent TP = 0.5-1.0 mg/L (typical, not a guarantee) Option 3: effluent TP=2.0-3.0 mg/L (typical, not a guarantee) Do nothing: effluent TP = 4.0-4.5 mg/L (typical, not a guarantee) If you have any questions, please let myself or Tom know. Mark Williams Product Manager Aeration Process Group T : 801.931,3037 F : 801.931.3090 E : mark.williams@ovivowater.com Ovivo USA, LLC 4246 Riverboat Road, Suite 300 Salt Lake City, Utah, 84123, USA 0-V1V(-)r!nV4JV.rTr,qatrnrVnt: AWL�w From: Frisinger, Josh [mailto:jfrisinger apaienv.com] Sent: Tuesday, August 23, 2016 1:26 PM To: Leland Tom Cc: Qin lie Subject: Lubbock Carrousel Upgrade to Bio-P Removal Hi Tom, I have been working with Jennifer on the design of the Carrousel/MBR plant in Lubbock, Texas. The plant is under construction and is a little less than a year away from startup. The current design includes phosphorus removal with chemical addition using alum. The design of the Carrousel basin includes an anoxic zone in addition to the aerobic zone. We also constructed the concrete basins for two small anaerobic zones for each basin, but we did not put the equipment or instruments required for Bio-P removal in the anaerobic zones. See attached drawing. The idea was that at some point in the future the plant would transition over to Bio-P removal. Some of the folks with the City of Lubbock would like us to look at adding Bio-P removal to the project now. Others want us to find out the costs, so they can budget it for a capital improvement project in the next 2-5 years. My understanding is that the only items required to convert over to a Bio-P removal system would be to add a submersible mixer to each of the anaerobic zones, a pump to send a recycle stream from the anoxic zone back to the anaerobic zone, and some additional instrumentation and programming changes. There would also be a minor piping change to reroute the raw wastewater into the basins from the anoxic zone into the anaerobic zone. Is my understanding of the situation cover all of the changes needed? I have three main questions for you. 1) Based on the scope above, if Ovivo were to provide all of the mixers, pumps, instrumentation, and programming changes, can you give me a budget price for those items? We would have a general contractor perform the piping modifications and provide the field installation and wiring. 2) The goal of switching to Bio-P removal is to reduce alum consumption. The design influent TP concentration is 7.0 mg/L. The plant has a discharge P goal of 0.1 mg/L, so I know we would still need some alum for polishing. Can you give me an estimate of the average Bio-P removal we could achieve once we bring the anaerobic zones online? Could we get down to 1.0 mg/L, or even 0.5 mg/L TP before alum addition? 3) 1 was told by Ovivo folks in the past that the current aerobic/anoxic arrangement that we are installing now has the potential to do some Bio-P removal by closing off the swivel gate to the anoxic zone from time to time to create anaerobic conditions. We have an ORP sensor in the anoxic zone and a DO sensor in the aerobic zone in the current facilities being constructed. Would any additional instrumentation be needed to do start doing limited Bio-P removal? What kind of phosphorus reduction could we achieve by cycling the swivel gate to the anoxic zone? If you would like to discuss this in more detail feel free to call me at any of the contact numbers below. I would appreciate any assistance you can provide Thank you, Josh Frisinger, PE, PMP Project Manager Alan Plummer Associates, Inc. 1320 South University Drive, Suite 300 Fort Worth, Texas 76107 817.806.1704 (direct) 817.806.1700 (office) 817.870.2536 (fax) IfrisinAer(c.apaienv.com www.apaienv.com TBPE Firm No. 13 This message, and any attachments to it, may contain information that is privileged, confidential, and exempt from disclosure under applicable law. If the reader of this message is not the intended recipient, you are notified that any use, dissemination, distribution, copying, or communication of this message is strictly prohibited. If you have received this message in error, please notify the sender immediately by return e-mail and delete the message and any attachments. u Please consider the environment before printing this e-mail. Northwest Water Reclamation Plant - Phase 1A Change Order Proposal - PCM-34 Data: November 22, 2016 Work Description: Carrousel Modifications to Incorporate Partial Bio-P Removal Owner. The City of Lubbock, Texas 1635 13th Street Lubbock, Texas 79415 Engineer: Alan Plummer Associates 1320 South University Dr., Suite 300 Fort Worth, Texas 76107-5737 Labor Material Contractor: Eagle Contracting 607 S. Pearson Lane Keller, Texas 76244 Equipment Subcontractor TOTALS: $ 568.48 $ 7,200.00 1 $ Is - $7,768.48 Eagle Insurance 1.8% Overhead & Profit -10% Subcontracted Work Overhead & Profit -15% Self Performed Work $139.83 $0.00 $1,165.27 Subtotal Bond @ 1 % $9,073.58 $90.74 Subtotal $9,164.32 Total Amount This Cost Proposal $9,164.32 Time Extension Required - 0 Days Work Description:Carrousel Modifications to Incorporate Partial Bio•P Removal LABOR RT HRS OT HRS UNIT RT RATE OT RATE I TOTAL Project Manager 4 0 MH $70.00 $70.001 $ 280.00 Superintendents 0 0 MH $70.00 $70.00 $ Assistant Superintendents 0 0 MH $43.00 $43.00 $ Foreman 0 0 MH $32.00 $48.00 $ Carpenter 0 0 MH $24.00 $36.00 $ Carpenter Helper 0 0 MH $21.00 $31.50 $ Laborer 0 01 MH $17.50 $26.25 $ Pipe La er/Fltter 0 0 MH $24.00 $36.00 $ Pie Layer/Fitter Helper 0 0 MH $21.00 $31.50 $ Operator - Crane 0 0 MH $31.00 $46.50 $ Operator 0 0 MH $25.00 $37.50 $ Field En Ineer record documents 2 0 MH $47.00 $47.00 $ 94.00 Rodman 0 0 MH $19.00 $28.50 $ Subtotal $ 374.00 Labor Burden 45% $ 168.30 Fringe Benefits 7% $ 26,18 Total Labor $ 568.48 NON -TAXED MATERIAL QTY UNIT UNIT PRICE TOTAL OVIVO Option #3 reprogram IR Gale 1 Is $7 200.00 $ 7.200.00 $0.00 $ $0.00 $ $0.00 $ $0.00 $ Subtotal - Non -Taxed Material $ 7,200.00 TAXED MATERIAL QTY I UNIT UNIT PRICE TOTAL 0 $0.00 $ 0 $0.00 $ 0 $0.00 $ 0 $0.00 $ Subtotal - Taxed Material + 8.25% Tax) $ GENERAL CONDITION MATERIAL OTY UNIT UNIT PRICE TOTAL Jobsite Traller 2.8 % Labor 0 LS $ 15.92 $ Jobsite Phone 2% Labor 0 LS $ 11.37 $ Jobsite Electric 1.5% Labor 0 LS S 8.53 $ Jobstte Water 1% Labor 0 LS $ 5.68 $ Small Tools 7% Labor 0 LS $ 39.79 $ General Cleaning 0.4% Labor 0 LS $ 2.27 $ Dum ster 0.9% Labor 0 LS $ 5.12 $ Temporary Toilets 0.9 % Labor 0 LS $ 5.12 $ Safety Equipment 3.5% Labor 0 LS s 19.90 $ Pickup Trucks 3.5% Labor 0 LS $ 19.90 $ Employee Housing 4% Labor 0 LS $ 22.74 $ Subtotal - G C Material + (8.25 % Tax) $ Total Material $ 7,200.00 EQUIPMENT QTY UNIT RATE TOTAL $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 Subtotal - Equipment $ Fuel, Oil & Geese 45 % of Equipment) S TeX Total E ul ment S SUBCONTRACTOR QTY UNIT UNIT PRICE TOTAL 0 LS $0.00 $ 0 LS $0.00 $ 0 LS $0.00 $ 0 LS $0.00 $ Total $ Frisinger, Josh From: Williams Mark <Mark.Williams@ovivowater.com> Sent: Friday, September 09, 2016 11:36 PM To: Frisinger, Josh Cc: Leland Tom; Powers Lisa; Qin Jie Subject: RE: Lubbock Carrousel Upgrade to Bio-P Removal Attachments: TR50-2.33-6_8 Tech Data.pdi•; RZP curve KI0055us.pdfi RZP 50-3, AVR 80.pdf Josh, Tom is on vacation and asked me to respond to your questions. As you mentioned, because the basin was designed for future P removal, the only thing necessary to achieve Bio-P removal would be to add the mixers in the anaerobic cells as well as a wall pump mixer for internal recycle. There are a few options that I have outlined below: 1. If you were to put in all required equipment now, the scope would consist of (4) anaerobic mixers (TR50-2.33- 6/8, 2.7HP) and (2) IR REZI pumps(RZP 50-3.31-4/8 525, 5.6HP, designed for 2-3Q at 60 Hz, so 3.0-4.5 MGD each at 60 Hz). The mixers would require starters and the REZI Jet Pumps should be installed on VFD's to allow full control of the pumping rates and avoid flow induced harmonics. Ovivo's scope of supply would include the mixers, pumps, 1 hoist per unit, retrieval rails and all hardware required for installation, all these components would be provided in 316 SS just like the mixers on the current project. The wall pumps also require a mounting flange which is included with the pump and manufactured from 316 SS. The pipe to transfer liquid from the anoxic zone to the anaerobic zone is not included in this scope of supply and would need to be supplied by the contractor. Just like regular pumps, the wall pumps require a certain amount of head to operate, since the static head is minimal at best, a duck bill valve should be included for installation on the opposite side of the wall to induce a small amount of head. This valve should also be supplied by the contractor. The pipe flange will require some field welding to the pipe installed in the wall which would be done by the contractor. The installation of the duck bill valve may also require field welding by the contractor. I have included cut sheets for these mixers and pumps for electrical design requirements. The control panel would require some additional 1/0 as well as some programming which is also included in this scope of supply. Price for this option would be $333,250. 2. If the equipment were to be put in 2-5 years from now as you mentioned, the scope would be the same but you may want to add a few percent to your budget for material escalation. 3. Another option that you could consider for the short term, as you mentioned below, would be operate the system with the equipment that you currently have in place but we could reprogram the way that the IR gate , ( functions and use the automated IR gate to force anaerobic conditions in the anoxic zone for a period of time allowing you to achieve some Bio-P removal. It is not as efficient as the dedicated anaerobic cells but would reduce the use of chemicals in the shawf9 m-Mit"option would require a site visit as well as modifications to the program which we could provide for $7,200 but would not require additional instrumentation. Based on the design influent TP concentration of 7.0 mg/Lyou could expect the following performance: Options 1,2: effluent TP = 0.5-1.0 mg/L (typical, not a guarantee) Option 3: effluent TP=2.0-3.A m , pica1, not a guarantee) Do nothing: effluent TP = 4.0-4.5 mg/L (typical, no—t a gue ntee) If you have any questions, please let myself or Tom know. Mark Williams Product Manager Aeration Process Group T : 801.931.3037 F : 801.931.3090 E : mark.williams@ovivowater.com Ovivo USA, LLC 4246 Riverboat Road, Suite 300 Salt Lake City, Utah, 84123, USA OV111VO-1 r� VP ��MQnt I r From: Frisinger, Josh fmaiito:jfrisingerPapaienv.corn Sent: Tuesday, August 23, 2016 1:26 PM To: Leland Tom Cc: Qln Jie Subject: Lubbock Carrousel Upgrade to Bio-P Removal Hi Tom, I have been working with Jennifer on the design of the Carrousel/MBR plant in Lubbock, Texas. The plant is under construction and is a little less than a year away from startup. The current design includes phosphorus removal with chemical addition using alum. The design of the Carrousel basin includes an anoxic zone in addition to the aerobic zone. We also constructed the concrete basins for two small anaerobic zones for each basin, but we did not put the equipment or instruments required for Bio-P removal in the anaerobic zones. See attached drawing. The idea was that at some point in the future the plant would transition over to Bio-P removal. Some of the folks with the City of Lubbock would like us to look at adding Bio-P removal to the project now. Others want us to find out the costs, so they can budget it for a capital improvement project in the next 2-5 years. My understanding is that the only items required to convert over to a Bio-P removal system would be to add a submersible mixerto each of the anaerobic zones, a pump to send a recycle stream from the anoxic zone back to the anaerobic zone, and some additional instrumentation and programming changes. There would also be a minor piping change to reroute the raw wastewater into the basins from the anoxic zone into the anaerobic zone. Is my understanding of the situation cover all of the changes needed? I have three main questions for you. 1) Based on the scope above, if Ovivo were to provide all of the mixers, pumps, instrumentation, and programming changes, can you give me a budget price for those items? We would have a general contractor perform the piping modifications and provide the field installation and wiring. 2) The goal of switching to Bio-P removal is to reduce alum consumption. The design influent TP concentration is 7.0 mg/L. The plant has a discharge P goal of 0.1 mg/L, so I know we would still need some alum for polishing. Can you give me an estimate of the average Bio-P removal we could achieve once we bring the anaerobic zones online? Could we get down to 1.0 mg/L, or even 0.5 mg/LTP before alum addition? 3) 1 was told by Ovivo folks in the past that the current aerobic/anoxic arrangement that we are installing now has the potential to do some Bio-P removal by closing off the swivel gate to the anoxic zone from time to time to create anaerobic conditions. We have an ORP sensor in the anoxic zone and a DO sensor in the aerobic zone in the current facilities being constructed. Would any additional instrumentation be needed to do start doing limited Bio-P removal? What kind of phosphorus reduction could we achieve by cycling the swivel gate to the anoxic zone? If you would like to discuss this in more detail feel free to call me at any of the contact numbers below. I would appreciate any assistance you can provide Thank you, Josh Frisinger, PE, PMP Project Manager Alan Plummer Associates, Inc. 1320 South University Drive, Suite 300 Fort Worth, Texas 76107 817.806.1704 (direct) 817.806.1700 (office) 817.870.2536 (fax) ifrisinger al'�.apaienv.com www.apaienv.com TBPE Firm No. 13 This message, and any attachments to it, may contain information that is privileged, confidential, and exempt from disclosure under applicable law. If the reader of this message Is not the intended recipient, you are notified that any use, dissemination, distribution, copying, or communication of this message is strictly prohibited. If you have received this message in error, please notify the sender immediately by return a -mail and delete the message and any attachments. t1j) Please consider the environment before printing this e-mail. Projectmates - Proposal Requests - Details https://apai.proj ectmates.com/Proj ectmates/PR/PRDetaii.aspx?enc=288... PCM # 35 22-Feb-2017 02:18 PM CT Subject WAS Meter Vault General Lubbock NWWRP Construction Phase I Services 3813 CR 1900 Lubbock, Texas 79416 Project Number: 0425-018-01 Reference PCM-035 Requested By 28-Nov-2016 09:40 AM CT Spec Section 3 - Concrete Reason Code none Description Please provide a price proposal to add an open concrete vault around the WAS flow meter as described in the attachment. Attachments PCM-035_WAS Meter Vault.pdf Sent To Glenn Grant (Contractor's Representative) Copy To i Charles Baldwin j Marshall Plunk .'. Matt Kuykendall 8 Zoltan Fekete i Mike Bigham 8 Richard Stanfield b Ron Bray i Mary Gonzales Barry Brown 8 Craig Henderson Kyle McCoy 8 Jake Trew Desirae Noftz 8 Andy Howard 8 Donny Ontiveros 8 John Turpin i Trevor Overman i Pat Kolb Proposal Cost will be Increased by US $14,583.42 Time will be Increased by 12 Day(s) I Memo See attached. Attachment(s) PCM-35.pdf Sent To Josh Frisinger (Proposal Request Originator) Josh Frisinger (Owner's Representative) Copy To A Matt Kuykendall i Jake Trew i Ron Bray i Andy Howard i Marshall Plunk b John Turpin A Zoltan Fekete i Pat Kolb Approve/Disapprove Status i Approved with Modifications Copyright (c) 1999-2017, Systemates, Inc. Cost will be Increased by US $11,885.64 1 of 2 2/22/2017 2:18 PM Projectmates - Proposal Requests - Details https://apai.projectmates.com/Projectmates/PR/PRDetail.aspx?enc=288.. Time will be Memo Attachment(s) Sent To Copy To Increased by 12 Day(s) City staff recommends this change to be included in change order 3. Josh Frisinger (Proposal Request Originator) Glenn Grant (Contractor's Representative) A Matt Kuykendall 8 Charles Baldwin i Mike Bigham 8 Kyle McCoy Ron Bray i Patrick Moseley i Desirae Noftz i Donny Ontiveros 8 Trevor Overman i Marshall Plunk Zoltan Fekete Josh Frisinger 8 Richard Stanfield 8 Mary Gonzales 8 Glenn Grant 8 Miguel Tejeda 8 Craig Henderson i Jake Trew Andy Howard i John Turpin 2 of 2 2/22/2017 2:18 PM ., ASSOCIATES, INC. ENVIRONMENTAL ENGINEERS ANDDSCIENTISTS PCM-035: WAS METER VAULT Provide a proposal for making the modifications described as follows: PROPOSED CONTRACT MODIFICATION Add a concrete vault around the WAS meter as shown in the attached drawings. Relocate the WAS meter, construct a concrete wall around the WAS pipe, fill in the space below pipe with crushed stone, and add a handrail around the vault opening. Concrete shall be paid for out of bid item 7, and crushed stone shall be paid for out of bid item 10. Submitted PCM pricing shall include separate line items for concrete, crushed stone, and all other work. Page 1 of 1 REV 09/2009 r:\projects\0425\018-01\construction admin\contract modifications\pcm\pcm-035 was meter vault\pcm-035_was meter vault.docx Form PCM 0 I 16" PLUG VALVE WITH - MOTOR OPERATOR 16" FLG. 90' BEND SIDEWALK 30 VALVE (TYP. 3) MOW STRIP 632 JOSHUA P. FRISING aR•. 97545 : �Q t8 3s/ONAI ti�.^ I�-!o•/6 gthttltiroc�`�4`�. 24 REDUC 4' 90' BE] C 8' MJXPE WALL FTf CAMN ®WALL -MOUNTED 4 HOSE STATION -- - B' MAG METER =-;'r SEE NOTE 2 8" PLUG VA FIT-550-301 NUT MANUA FE-550-301 ID 8/WAS/PVC 1 4 RAS PUMP STATION LOW SCALE: 3/8"=1'-O" NOTES& 3. REFER TO OTHER DISCIPLINES DRAWINGS FOR ITEMS NOT SHOWN ON THE PLANS. 1. MOUNT PUMP GUIDE RAIL TO THE EDGE OF SLAB, ADJUST SLAB DIMENSIONS PER A y PUMP GUIDE RAIL LOCATIONS. E 4. HYDROPHILIC WATERSTOP INDICATED ON THE PLANS SHALL BE KRA-1510 FP ULTRA SEAL W/ P201 MANUFACTURED BY ASAHI DENKA CO. LTO OR APPROVEDN F F k 2. REFER TO MECHANICAL DRAWINGS FOR PIPING, EQUIPMENT, GUARDRAILS, STAIRS EQUAL. _ 6 ti m AND OTHER ITEMS NOT SHOWN ON THE PLANS. Zo >z><^ 4'-0 1/2" I 5'-7 1/2- 4'-0 1/2• 5-7 1/2• jZ cx d b ^ PLANT ORTH � � d In — r o I ELEV�3262.00 CBI BELOW r 1 1/2• KEYWAY \ I 1 1 Y [TYP-) KEYWAY I I -------- --'--------- (J� fj— ------- - -- L------- x CONT. I c I � - I KEYWAY B5 CA 1.-0. 5,-0. c ) Cn - - --- I 114_ ALUM. Q iv T------ ---- I GRATING TOW EL 3250.83 I I WALL EF INF J6 0 6' C/C CONC WALL it I I I I (TYP F- OF 2) I I ------------- I I I I GRATING SPAN a U TROUGH WALL REINF /5 6• C/C EW EF N I I I i c z I A ELEV. 3237.D0 I ELEV. 3240. x - - - — j I I I (SEE NOT 1) FOUNDATION iv I I I LINE (TYP.) ---------- I. A _ _ _ I _-- -- _ --- i• - - — �+'3 5-551 I j I CHANNEL SLAB 5-551 V] a Z I• I I_ 3 54.00 z g s` • '� i i I ® I � o d u SLAB . I I I I I E— Z a OPENINGS V.2' I I I I Q 1 (TYP OF 3) C.) J a ¢ Z w I o D U v10 • • iv I I 3'z3' OPENING p h 0 V n I• I i AT CHANNEL SLAB H ¢ LII ----------� N k 11A• I I I I a m . L------- ----- 0 F oc Z >' r�n.1 Q 0- c 2• ALUM. TOW EL 3262.00 3k4' OPENING O ° TOW v-av GRATING W/3 (TYP-) BELOW 82A z R PIPE OPENING 2 �) 2 ,L S E0. SECTIONS c RE MECH (TYP) v . . . . . . C 5-552 iJ4' ALUM. I •I � • • # r �+ caanrHc s / s 1 Z (1 F. W E 9 n+ri ED Hut oRNaN.ur a AWAS ' ON THIS pOCUu I WAS AEXAS O: BY BOW J. UN, TEXAS NO: ON 14. ALTERATION OF A SEALED DOCUMENT vnIN PROPER f e�� NOTIFICATION O IN THE R _ -tl� 6 RESPONSIBLE SIRIE ENGINEER IS AN L 1'^Q• • q•'�'• o¢ �� ��d EWNEE UNDER THE TEXAS . Tip" ENWNEERWG PRACTICE ACT. o --T r c ....... cf' d s 1 -B• 8'-2• 1'-6• 5-0• 1'-6• TYP. Tv3 ELpV 329 Traa N �c� a••' ~••: d ® p(Llu Aavo lVoAr ag x.3o" LoN4 �$ 1kd�j Y ALL (-FAMILUM - s ALdN4 W E VS� R S N£D TaNE web...... . ..................$ * P LD�"~PAc?rc.0 i U@ 1'C 3 2� 8.ov JOSH .. P.......GER H1L7i RB $aa EP�xY AOMfsi✓f• ° �•• c• - rifv 6" cngEDMEWT. Fin Aucytpo g AckFI L L- laa ga....97545»...r,....r SECTIONAL PLAN ® ELEV. 3242.00 ' iv CA-11 � TOP PLAN dp�0. 4 . �Q� _• OF THE e $CAL 1/2"=1'-0" 8d8F�;•�L;FfdSE�••�a�•.. BaR IS ONE INCH ON .Y SCALE: 1/2"=1'-0" �-wA�l yKNErnsNs, / 8gt s+/ANAL ENG�'`~~I+-t0-l6 ORIGINAL DRAWING. ~ ONE INCH s / DESIGNED DRAWN BJL n l DRAWN AJP R .osau roe c°nsr•ucrox oawo,r .icoerae.Rs STD ft aK V ND ISTvi� 0E p "• « OOC d^5 n m[ naww CHECKED BJL ALene vrte •e5m>N of CRll A B+ ° CRD °°IerG Q •r 1 all g 1d ! °�.a+wr °f"�t- oocwrmi.u rq'r n�"rcr RENEWED DAC — , L (, { O wu na no5rm ron cwmucrroo rzr ,E Se7. 01 °�°.]• 5G Ee oD0° •rs a a "" " E 226 434 - 0 AIAN PWUNER As1-13 S, D1C S_550 .. 5 �GT Iv N >OR uw O.9' W r]]p S rrM.[eSrtr CerrE SLR ]W No. _ R•r .plrN, R]]] r.ref.5)fr Z en-ea-rroo 0425-013-01 n Northwest Water Reclamation Plant - Phase 1A Change Order Proposal - PCM-35 revised Date: December 19, 2016 Work Description: WAS Flow Meter Vault - Re -do of PCM-25 Owner: The City of Lubbock, Texas 1635 13th Street Lubbock, Texas 79415 Engineer: Alan Plummer Associates 1320 South University Dr., Suite 300 Fort Worth, Texas 76107-5737 Contractor. Eagle Contracting 607 S. Pearson Lane Keller, Texas 76244 Labor Material Equipment Subcontractor TOTALS: $ 4,684.64 $ 3,274.68 1 $ 919.601 $ 1,260.701 $10,128.82 Eagle Insurance 1.8% Overhead & Profit -10% Subcontracted Work Overhead & Profit -15% Self Performed Work $182.32 $125.00 $1,331.82 Subtotal Bond @ 1% $11,767.96 $117.68 Subtotal $11,885.64 Total Amount This Cost Proposal $11,885.64 Time Extension Required - 12 Days Bid Item #7 - Concrete Footing and Wall = 4 Cy's x $400/CY = $1,600.00 Bid Item #10 - Crushed Stone Bedding = 3 cy's x $25/CY = $75.00 Work Descriptlon: WAS Flow Meter Vault - Re -do of PCM-25 LABOR RT HRS OT HRS UNIT RT RATE OT RATE TOTAL Prc ect Manager 12 0 MH $70.00 $70.00 $ 840.00 Su erintendents 2 0 MH $70.00 $70.00 $ 140.00 Assistant Su erintendents 0 0 MH $43.00 $43.00 $ - Foreman 0 0 MH $32.00 $48.00 $ Carpenter 8 0 MH $24.00 $36.00 $ 192.00 Carpenter Helper 16 0 MH $21.00 $31.60 $ 336.00 Laborer 16 01 MH $17.50 $26.25 $ 2Bo.00 Pipe La er/Fltter 0 0 MH $24.00 $36.00 $ Pipe La er/Fitier Helper 0 0 MH $21.00 $31.50 $ Operator - Crane 0 0 MH $31.00 $46.50 $ Operator 48 0 MH $25.00 $37.50 $ 1.200.00 Fleld Engineer 2 0 MH S47.00 $47.00 $ 94.D0 Rodman 0 0 MH $19.00 $28.50 $ Subtotal $ 3.082.00 Labor Burden 45% $ 1,386.90 Fringe Benepts @ 7% $ 215.74 Total Labor $ 4,684.64 NON -TAXED MATERIAL CITY UNIT UNIT PRICE TOTAL Ferguson Piping Changes 1 Is $925.12 $ 925.12 Handrail & Chain 1 Is $805.00 $ 805.00 Epoxy for Anchors 1 Is $150.00 $ 150.00 $0.00 $ $0.00 $ - Subtotal - Non -Taxed Material $ 1,880.12 TAXED MATERIAL CITY UNIT UNIT PRICE TOTAL 0 $0.00 $ 0 $0.00 $ 0 $0.00 $ 0 $0,00 $ Subtotal - Taxed Material + (8.25% Tax) $ - GENERAL CONDITION MATERIAL QTY UNIT UNIT PRICE TOTAL Jobslte Trailer 2.8 % Labor 1 LS $ 131.17 $ 131.17 Jobslte Phone 2% Labor 1 LS $ 93.69 $ 93.69 Jobslte Electric 1.5% Labor 1 LS $ 70.27 $ 70.27 Jobste Water 1% Labor 1 LS $ 46.85 $ 46.85 Small Tools 7% Labor 1 LS $ 327.92 $ 327.92 General Cleaning 0.4% Labor 1 LS $ 18.74 $ 18.74 Dum stet 0.9% Labor 1 LS $ 42.16 $ 42. 66 Temporary Toilets 0.9 % Labor 1 LS $ 42.16 $ 42.16 Safety Equipment 3.5% Labor 1 LS $ 163.96 $ 163.96 Pickup Trucks 3.5 % Labor 1 LS $ 163.96 $ 183.96 Employee Housing 4% Labor 1 LS $ 187,39 $ 167.39 Subtotal - G C Material + (8.25 % Tax) $ 1,394.56 Total Material $ 3,274.68 EQUIPMENT QTY UNIT RATE TOTAL Rubber Tired Backhoe Loader 0.15 mo $1.500.00 $225.D0 Compaction Equipment for backflll 0.15 m $2 500.00 $375.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Subtotal - Equipment $ 600.00 Fuel, Oil & Gease 45%of Equipment) $ 270.00 Tex @ 8.250 $ 49.50 Total E ui ment $ 919.50 il SUBCONTRACTOR QTY UNIT UNIT PRICE TOTAL Paint exposed Pipe & Valves 1 LS $1 250.00 $ 1,250.00 0 LS $0.00 $ 0 LS $0.00 $ 0 LS $0.00 $ Total $ 1,250A0 From: Scott Atkinson - 1107 SOUTH TEXAS W W To: Atkinson, Scott Mergusonl - 1107 Plant Subject: Email Bid# 8309340 Date: Tuesday, November 29, 2016 9:18:36 AM Price Quotation # B309340 FERGUSON WATERWORKS 43209 510 CR 7200 LUBBOCK, TX 79404-0000 Phone : 806-392-9064 Fax:806-748-3809 Bid No.......: B309340 Bid Date...: 11/22/16 Quoted By: SAX Customer.: EAGLE CONTRACTING LP PO BOX 1600 192 NORTHWEST WTR RECLAMATION KELLER, TX 76244 Cust PO#..: Cust Phone: 817-379-1897 Terms.........: NET 10TH PROX Ship To.......: EAGLE CONTRACTING LP PO BOX 1600 192 NORTHWEST WTR RECLAMATION KELLER, TX 76244 Job Name.: 192 NORTHWEST WTR RECLAMA Item Description Quantity Net Price I UM Total PCM-035 ADDITION SP-8DIPFABSPOOL 8 DIP FAB SPL -DESCRIPTION BELOW 1 282.940 EA 282.94 8 X P-0" FLGXPE DIP BE PC E2108 8 MEGAFLANGE FLG ADPT 1 252.200 EA 252.20 SP-8DIPFABSPOOL 8 DIP FAB SPL - DESCRIPTION BELOW 1 642.350 EA 642.35 8 X T-0" PEXPE DIP E/L PC SP-8DIPFABSPOOL 8 DIP FAB SPL - DESCRIPTION BELOW 1 721.180 EA 721.18 8 X T-6" PEXPE DIP EIL PC SP-8DIPFABSPOOL 8 DIP FAB SPL - DESCRIPTION BELOW 1 197.320 EA 197.32 8 X 1'-0' PEXPE DIP E/L BC SUBTOTAL 2095.99 PCM-35 DELETED ITEMS FFPELXG6 8X116 FLGXFLG EPDX DI SPL 1 247.330 EA -247.33 FPPELX10 8X10'0 FLGXPE EPDX DI SPL 1 -721.880 EA -721.88 FPPELXK 9X210 FLGXPE EPDX DI SPL 1 -201.660 EA -201.66 Subtotal: $925.12 Inbound Freight: $0.00 Tax: $0.00 Order Total: $925.12 Quoted prices are based upon receipt of the total quantity for immediate shipment (48 hours). SHIPMENTS BEYOND 48 HOURS SHALL BE AT THE PRICE IN EFFECT AT TIME OF SHIPMENT UNLESS NOTED OTHERWISE, Seller not responsible for delays, lack of product or increase of pricing due to causes beyond our control, and/or based upon Local, State and Federal laws governing type of products that can be sold or put into commerce. This Quote is offered contingent upon the Buyer's acceptance of Seller's terms and conditions, which are incorporated by reference and found either following this document, or on the web at http://wolseleyna.com/terms_conditionsSale.htmi. Govt Buyers: All items quoted are open market unless noted otherwise. LEAD LAW WARNING: It is illegal to install products that are not "lead free" in accordance with US Federal or other applicable law in potable water systems anticipated for human consumption. Products with *NP in the description are NOT lead free and can only be installed in non -potable applications. Buyer is solely responsible for product selection. To: Eagle Contracting Attn: G, Grant CHANGE ORDER Date: 12-2-16 Project: Lubbock NWRP SUBJECT Handrail and Chains Additions @ WAS Meter Vault REFERENCE (RFUDwg/Etc): PCM-35 REQUESTED BY: G.Grant Information/Explanation of Change: Railing and safety chains for an additional area added to the changed meter vault. Pricing: Lump sum as it Isn't fabricated in our shop. Freight to be included In the above and shipped in the one load of previously bid hand railing. Additional costs are associated with additional loads If required. Total= $805 Attachments: SCHEDULE IMPACT PREPARED BY: Cody Builders Supply 12002 N Lamar Blvd Imm Austin, TX 78753 Ph 5121339-9834 Fax 5121339-0165 metals@codybuilderssupply.com CO NO.: LUB-COR-03 ? N/A DYES X1 NO TED ADD SUBTRACT 0 number of Weeks Tracy Springer APPROVED BY: Note: Notice to proceed Is considered acceptance of price quoted. zyl DtlBB +: :S"i.tii .. .., .fit•:.,, ... .. . .... Gleiw Grant; Project M-aliager• Eagle Contractuig, LP Email: urantriueaL;lecontractinefi).com �t. �+•%::!;+•- L ir+ �1'l°yam August 19, 2016 Project: Nordiwest WRP — Lubbock, Texas Subcontract Number: 192-0901 Re: Request for Change Order Price - Field. paint 8" DIP in view M5 CHeM.1, Per your email. request, our Change Order price for the above described work on this project is: S 1,250.00 Note: Pricing based on being able to complete this work while we are scheduled to work on the rest of our subcontracted work on the project. if a mobilization, is necessary for ,just the gates, add $2,500, Please issue a Work Order for thus work if accepted. We will require the completed paperwork in. ow office pri or to commencement of work. Please notify our office in writing when scheduling work to be perforined and allow 2 weeks lead time for us to be able to coordinate material, equipment and labor. Thank you, Don Fillenworth, Estimator Dobbs Coating Systems, Inc. Projectmates - Proposal Requests - Details https:Hapai.proj ectmates.com/Proj ectmates/PR/PRDetail.aspx?enc=288.. PCM # 36 22-Feb-2017 02:18 PM CT Lubbock NWWRP Construction Phase I Services 3813 CR 1900 Lubbock, Texas 79416 Project Number: 0425-018-01 Subject Fine Screen Compactor Isolation Valve Modifications General Reference PCM-036 Requested By 23-Dec-2016 12:21 PM CT Spec Section 15 - Mechanical Reason Code none Description Please provide a price proposal to add electric actuators on the fine screen compactor isolation valves and modify the HMI programming as described in the attachment. Attachments PCM-036_Fine Screen Compactor Isolation V.pdf Sent To Glenn Grant (Contractor's Representative) Copy To i Charles Baldwin i Trevor Overman A John Mader i Marshall Plunk A David Besinger i Zoltan Fekete i Mike Bigham i Lisa Singer i Ron Bray i Richard Stanfield i Kyle McCoy i Craig Henderson A Barry Brown i Andy Howard A Hal Melville i Jake Trew •r Patrick Moseley i John Turpin A Chad Craft A Pat Kolb A Donny Ontiveros i Matt Kuykendall Proposal Cost will be Increased by US $41,352.42 Time will be Increased by 20 Day(s) Memo See attached quotation. This Pricing is good till next Wednesday, January 18, 2917. If no decision is made by the 18th this pricing is no good and will have to be re -priced. No submittals are included in this pricing. If submittals are required then this pricing is no good. Attachment(s) PCM-36 Add MOs to Fine Screen Compactors .pdf Sent To Josh Frisinger (Proposal Request Originator) Josh Frisinger (Owner's Representative) Copyright (c) 1999-2017, Systemates, Inc. 1 of 2 2/22/2017 2:19 PM Projectmates - Proposal Requests - Details https://apai.proj ectmates.com/Proj ectmates/PR/PRDetaii.aspx?enc=288.. Copy To i Ron Bray i Desirae Noftz i Marshall Plunk i Zoltan Fekete i Andy Howard Approve/Disapprove i Jake Trew i John Turpin i Pat Kolb i Matt Kuykendall Status Approved with Modifications Cost will be Increased by US $43,141.93 Time will be Increased by 11 Day(s) Memo See the revised proposal from the Contractor attached to this response. City staff recommends this change to be included in change order 3. Attachment(s) PCM-36 Proposal Revised.pdf Sent To Glenn Grant (Contractor's Representative) Copy To i Charles Baldwin i Marshall Plunk di John Mader m Zoltan Fekete i Mike Bigham i Lisa Singer i Kyle McCoy i Richard Stanfield i Ron Bray i Mary Gonzales 8 Hal Melville 8 Brian Taylor i Barry Brown i Craig Henderson i Patrick Moseley i Andy Howard i Chad Craft Jake Trew Desirae Noftz i John Turpin di Donny Ontiveros b Pat Kolb di Trevor Overman 8 Matt Kuykendall 2 of 2 2/22/2017 2:19 PM PROPOSED CONTRACT ASSOCIATES,MODIFICATION ENVIRONMENTAL ENGINEERS AND SCIENTISTS PCM-036: FINE SCREEN COMPACTOR ISOLATION VALVE MODIFICATIONS Provide a proposal for making the modifications described as follows: The knife gate isolation valves (350-V-101 and 350-V-102) that provide isolation for the fine screen compactors (350-FSC-111 and 350-FSC-121) are shown in the contract drawings to have manual operators (refer to drawing G-036 and key note 15 on drawing M-106). In lieu of the manual operators, furnish and install electric operators for valves 350-FSC-111 and -121. The electric operators shall meet the requirements of specification Section 15139 (Electric Operators), Division 16, and Division 17. Conduit/.Wire Modifications • Provide 480-volt power circuit identified as PTU-PP3-4, from Power Panel PTU-PP3, located in the PTU electrical building to compactor knife gate isolation valves. Circuit shown on attached drawings E-105 and E-114. • Provide a control circuit identified as PLC:PTU-45, from PLC Panel PTU, located in the PTU electrical building to compactor knife gate isolation valves. Circuit shown on attached drawings I- 101 and 1-102. Panel Modifications • Provide the following Input/Outputs from PLC Panel PLC:PTU Type Tag No. Description Condition DI 350-VLV-101 FINE SCREEN COMPACTOR NO. 1 ISOLAITON VALVE READY STATUS DI 350-VLV-101 FINE SCREEN COMPACTOR NO. 1 ISOLAITON VALVE OPEN STATUS DI 350-VLV-101 FINE SCREEN COMPACTOR NO. 1 ISOLAITON VALVE CLOSE STATUS DI 350-VLV-102 FINE SCREEN COMPACTOR NO. 2 ISOLAITON VALVE READY STATUS DI 350-VLV-102 FINE SCREEN COMPACTOR NO. 2 ISOLAITON VALVE OPEN STATUS DI 350-VLV-102 FINE SCREEN COMPACTOR NO. 2 ISOLAITON VALVE CLOSE STATUS DI 350-VLV-101 FINE SCREEN COMPACTOR NO, 1 ISOLAITON VALVE OPEN COMMAND DI 350-VLV-101 FINE SCREEN COMPACTOR NO. 1 ISOLAITON VALVE CLOSE COMMAND DO 350-VLV-102 FINE SCREEN COMPACTOR NO. 2 ISOLAITON VALVE OPEN COMMAND DO 350-VLV-102 FINE SCREEN COMPACTOR NO. 2 ISOLAITON VALVE CLOSE COMMAND DO 350-FSC-111 FINE SCREEN COMPACTOR NO. 1 ISOLAITON VALVE START/STOP COMMAND DO I 350-FSC-121 FINE SCREEN COMPACTOR NO. 2 ISOLAITON VALVE START/STOP COMMAND Control System Modifications • Provide the follows modifications to the control system to allow the PCS to open/close the isolation gate in front of the corresponding compactor, and start the compactor, Page 1 of 1 REV 09/2009 c:lusersljoshlappdatallocallmicrosoftlwindowsltemporary internet fileslcontent.outlooklBful)pbalpcm-036_fine screen compactor isolation valve modification_pnm.dom Form PCM 1.1 OPERATION AND CONTROL STRATEGY A. Fine Screen Compactor 1. General Area a. Field Instruments 1) NA b. Equipment 1) 350-FSC-111: Fine Screen Compactor No. 1 2) 350-FSC-121: Fine Screen Compactor No. 2 3) 350-VLV-101: Fine Screen Compactor No. 1 Isolation Valve 4) 350-VLV-102: Fine Screen Compactor No. 2 Isolation Valve C. Local Control 1) Compactor isolation valves can be operated from the actuator(s), refer to the control schematics. d. System Input/Outputs 1) Hardwired, refer to PLC Input/Output List for quality and type. e. PLC Programming Requirements 1) Condition points for monitoring by the HMI per general configuration specifications. 2) Monitor status of the low level alarm; if activated, initiate shutdown of the pumps, activate the local alarm and beacon, and activate an alarm at the HMI. 3) Monitor Field HOA status of the each slide gate. If "Auto" status is true, and the HMI software selector switch in "Manual" allow operator at HMI to open and close the valve. If "Auto" status is true, and the HMI software selector switch in "Auto" allow the valve shall open or close depeding on which compactor is set to operator. 4) Monitor Field HOA status of the each compactor panel. If "Auto" status is true, and the HMI software selector switch in "Manual" allow operator at HMI to start/stop. If "Auto" status is true, and the HMI software selector switch in "Auto" allow the operator to select how many compactor to run and which is led/lag. Compactor shall operate any time a fine screen is operating. f. HMI Requirements 1) Per general configuration specifications and PLC programming requirements. 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Q Raw WA9 tAi1l CIM[, 1t t-7/C012. ,t 0 V Q Q Am VML HIMIN 1tL�YILB �Wi ` VVWa�� W �w , WR co" It �� p zaz PLINP TDM Z � R 106ri111p1 Elf � mm +Paso ICW11An_2 U E- w P lever Irta CAME P1 0so-so-l01 1 o a ALIT fJ11E 10. I Acrulli t RAW WASTETIAIER Ps oho-sr-lm I1-9/C0,2. 3/4-C I-37/COe4. st z ago CA% NM 2 ACTUATOR o RA6/ WASTEWAf[le P6 090d1/ 1p1 ,-9/COtL 3/4-C l-4PROI6W. VC S 16' Mr. PC w oso-CY-10Y OM I-9/C012. 3/4t IfA!!II 6DIAld11 ACTIMd01t TN6 SEAS THAT DR Wt%LLT RAw "MinlaATiit Ps ago ev-1W 1-9/C0,2. s/4tWAS AUTIORM BY PATRICK -9MIL s/4t ALT n M OF A S °Aim oxu RAW WASiklMM PS mrt olnloO [WOPER GG - -+01-ATT-101 l-2/C/124G. ,t ENG EDtlNPRACCTICE A�CL RESPON56(E ENCPEER 6 AN NG MPR CA" tt i 1-2PR0ISM. It RAW wA61EWA19111 PS NOTES RY SYMBOL WV 0°EOETOMOCTo2R - -, -AIT-' I-a/ce+a4o It OAS WR CA61L It INDICATES EQUIPMENT PROVIDED BY PRE -NEGOTIATED EOIAPMENi SUPPLIER. r 4 1-2PR SW. It SHEET NOTES: 3 1, FURNISH AND INSTALL A WP SWITCH AT ALL INSTRUMENTS REOUIRING 120V. POWER. PROVIDE A FIELD MOUNTED ANALOG SURGE PROTECTOR AT ALL INSTRUMENT TRANSMITTERS. FURNISH AND INSTALL BAR 15 ONE INCH ON 'o SUNSHIELDS FOR ALL INSTRUMENTS MOUNTED OUTSIDE. ORIGINAL DRAWING. IM-� G 1 41 _ ONE INCH FLOW TO SECONOW TREARAW AREA -001 1-2/Q1200. It ,a,�ms,,,xaN,00araNrnmwoN,m DESIGNED P. MOSELEY X Tn[ aswy oaulerrs SM0 m M valor 4trR CARL VC -�% APAJ 0s� ca� M DRAMP. MOSELEY 1-2PitQ16Ti9. 1t a®Ir>.r srxm oeneavo n n¢ ra�eop CTIF.CNED ;-MSEAM) R""K1pNw ME a *9 REMEWm P. MOSELEY R a A1AN 371 434 C PLIAWR WC. �4 ASSOCIATES. TRER.el r-la ISt[ 0. IFip191r 04'E QfR ]00 - 1-101 V 0425-013-01 i,�lc Rle 1vpp ICI � I I I 1 I I I f I II_� I I I I c1) 1L `. Ttt ------------ ---.� -, CCrv-1 I I I I 1 I I r i1J i y, �4f,---� `` i11�=-TF-,Ifl1�= .-RI---ter- 1---�"- -"' Ito- -m �- II 1( u III III I IIII III II III to IN III _ '--- -F-'�- ��1-- ---III III (IIII �II--1i--I,f-yl�✓rIN -illtl ✓ Imo_.-�--- II I � I II I 1 d IIi 11 10, ! � 3oD-FT I� I I FUTURE METER, STUB AND CAP I SPARE CONDUITS 0 CCTV-2 I LJ L LT L---w I I I I _ � � I LOWER LEVEL PLAN SCALE: 3 j 16"-1'-D" II iII II L - II I j t�y-" -l- .I�I II r n GENERAL NOTES: 1. REFER TO 1-100 AND 1-101 FOR CONDUIT AND WIRE SCHEDULE 2. MAINTAIN MAXIMUM PRACTICAL OPEN FLUOR SPACE AND WORKING SPACE AROUND EQUIPMENT. ROUTE CONDUITS SO NOT TO CREATE A TAPPING HAZARD OR INTERFERE WITH OPERATLNG EQUIPMENT. 3. CONDUITS SHALL BE CONCEALED TO GREATEST EXTENT POSSIBLE. UNLESS OTHERWISE APPROVED BY OWNER. 4. COORDINATE EXACT EQUIPMENT STUB -UP LOCATIONS WITH EQUIPMENT MANUFACTURER. PRIOR TO ROUGH -II. 5. EXPOSE CONDUIT SHALL BE ALUMNNUM. CONCEALED CONDUIT SHALL BE PVC-40. CONDUITS TURNING UP OUT OF CONCRETE SHALL BE PVC-RGS. REFER TO SPECIFICATIONS. 6. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL CONDUIT REQUIREMENTS. t: r� SHEET NO$S: I. INSIDE SPACE THE PRELIMINARY TREATMENT UNIT SHALL BE CLASSIFIED AS CLASS I. DIVISION 2 HAZARDOUS AREA EQUIPMENT INSTALLED WITHIN THE BUILDING SHALL MEET THE REQUIREMENTS FOR INSTALLATION IN A CLASS 1, DIVISION 2 HAZARDOUS AREA 2. FURNISH AND INSTALL A WP SWITCH AT ALL INSTRUMENTS REDURING 120V. POWER. PROVIDE A FIELD MOUNTED ANALOG SURGE PROTECTOR AT ALL INSTRUMENT TRANS10MRS. FURNISH AND INSTALL SUNSHHELDS FOR ALL INSTRUMENTS MOUNTED OUTSIDE POSIEO FOR CONSTRItoom OOCuIIEKIT na .cam FM wsmaaox Dawn a %rW-VM va ¢va+AA w-"m solo w XN O—M Aia1G CIIII e w AOOROA ow u r', R11G M 0M W A OO:ONA M owl srs sale -m tolmana oma¢i) srnm teaueNq am 0. on nl U rla ALAI PwwERaASSOCIAiFS, INC. nos M r-u 1� L IIN1'Ll owL AN! m )- 1Im Ca BM IS ONE INCH ORIGINAL DRAWING. G ONE INCH 3 DRAYM APAI CHECKED P. MOSELEY RENEWED P. MOSELEY R 3- 377 eK 434 a 1-102 0425-013-01 Northwest Water Reclamation Plant - Phase 1A Change Order Proposal - PCM-036 revised Date: January 16, 2017 Work Description: Fine Scrfeen Compactor Isolation Valve Modifications Owner: The City of Lubbock, Texas 1635 13th Street Lubbock, Texas 79415 Engineer: Alan Plummer Associates 1320 South University Dr., Suite 300 Fort Worth, Texas 76107-5737 Contractor. Eagle Contracting 607 S. Pearson Lane Keller, Texas 76244 Labor Material Equipment Subcontractor TOTALS: $ 3,879.04 $ 17,634.83 $ 283.51 $ 16,434.20 $37,231.58 Eagle Insurance 1.8% Overhead & Profit -10% Subcontracted Work Overhead & Profit -15% Self Performed Work $670.17 $1,543.42 $3,269.61 Subtotal Bond @ 1 % $42,714.78 $427.15 Subtotal $43,141.93 Total Amount This Cost Proposal $43,141.93 Time Extension Required -11 Days Note: Manufacture will take between 10 - 12 weeks to add Motor Operators and then ship valves back to site. This quotation is good for 1 week until January 18, 2017111 If PCM is not approved by then then this quotation is no good. This proposal does not include submittals procedure costslll No field tests required with Motor Operators. Work Description: Fine Scrfeen Compactor Isolation Valve Modifications 0 LABOR RT HRS OT HRS UNIT RT RATE OT RATE TOTAL Project Manager 9 0 MH $70.00 $70.00 $ 630.00 Su Intendenis 4 0 MH $70.00 $70.00 $ 280.00 Assistant Su erintendents 0 0 MH $43.00 $43.00 $ Foreman 4 0 MH $32.00 $48.00 $ 128.00 Carpenter 0 0 MH $24.00 $36.00 $ Carpenter Helper 0 0 MH $21.00 $31.60 $ Laborer 0 01 MH $17.50 $26.25 $ Pipe Layer/Fitter remove/re-Install valves 20 0 MH $24.00 $36.00 $ 480.00 Pipe Layer/Fitter Helper 40 0 MH $21.00 $31.50 $ 840.00 Operator - Crane 0 0 MH $31.00 $46.50 $ Operator 4 0 MH $25.00 $37.50 $ 100.00 Field Engineer As-Bullis 2 0 MH $47.00 $47.00 $ 94.00 Rodman 0 0 MH $19.00 $28.50 $ Subtotal $ 2,552.00 Labor Burden 45% $ 1.148.40 Fringe Benefits Q 7% $ 178.64 Total Labor $ 3,879.04 NON -TAXED MATERIAL QTY UNIT UNIT PRICE TOTAL Ferguson Quote to add Motor Operators 1 LS $16 480.09 $ 16480.09 Including Fe uson 12" tests ooi & blind flange 0 Is $0,00 $ $0.00 $ $0.00 $ $0.00 $ - Subtotal - Non -Taxed Material $ 16,480.09 TAXED MATERIAL QTY UNIT UNIT PRICE TOTAL 0 $0.00 $ 0 $0.00 $ 0 $0.00 $ 0 $0.00 $ Subtotal - Taxed Material + (8,25% Tax) $ GENERAL CONDITION MATERIAL QTY UNIT UNIT PRICE TOTAL Jobsite Trailer 2.8 % Labor 1 LS $ 108,61 $ 108.61 Jobsite Phone 2% Labor 1 LS $ 77.68 $ T7.58 Jobsite Electric 1.5% Labor 1 LS $ 58.19 $ 58.19 Jobsite Water 1% Labor 1 LS $ 38.79 $ 38.79 Small Tools 7% Labor 1 LS $ 271.53 $ 271.53 General Cleaning 0.4%Labor 1 LS $ 15.52 $ 16.52 Dumpslar 0.9% Labor 1 LS $ 34.91 $ 34.91 Temporary Toilets 0.9 % Labor 1 LS $ 34.91 $ 34.91 Safety E ul ment 3.5% Labor 1 LS $ 135.77 $ 135.77 Pickup Trucks 3.5 % Labor 1 LS $ 135.77 $ 135.77 Employee Housing 4% Labor 1 LS $ 155.16 $ 155.16 Subtotal - G C Material + (825 % Tax) $ 1,154.74 Total Material $ 17 e34.83 EQUIPMENT QTY UNIT RATE TOTAL Rubber TiredLoeder/Backhoe 0.1 MO $1650.00 2185.00 $0.00 $0.00 $0.00 $o.Do $0.00 $0.00 30.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Subtotal - Equipment $ 185.00 Fuel, Oil & Gease 45% of Equipment) $ 83.25 Tax t8 8.25% $ 15.26 Total E ul ment $ 283.61 SUBCONTRACTOR QTY UNIT UNIT PRICE TOTAL Acme Electric Quotation for electrical changes 1 LS $11 164.20 11 164.20 Wunderlich-Malec Quotation for SCADA 1 LS $4 270.00 $ 4,270.00 0 LS $0.00 $ 0 LS $0.00 $ Total $ 16.434.20 From: Scott Atkinson - 1107 SOUTH TEXAS WW To: Atkinson. Scott fFerousonl - 1107 Plant Subject: Email Bld# B312440 Date: Monday, January 16, 2017 3:06:30 PM Price Quotation # B312440 FERGUSON WATERWORKS #3209 510 CR 7200 LUBBOCK, TX 79404-0000 Phone : 806-392-9064 Pax,806-748-3809 Bid No.......: B312440 Bid Date...: 01/10/17 Quoted By: SAX Customer.: EAGLE CONTRACTING LP PO BOX 1600 192 NORTHWEST WTR RECLAMATION KELLER, TX 76244 Cust PO#..: Cust Phone: B17-379-IB97 Terms.........: NET LOTH PROX Ship To.......: EAGLE CONTRACTING LP PO BOX 1600 192 NORTHWEST WTR RECLAMATION KELLER, TX 76244 Job Name.: 192 NORTHWEST WTR RECLAMA Item Description Quantity Net Price UM Total SP-RETROFIT12KVEMO RETROFIT ROTORK IQ10 FA10 A(1P68) 2 6160.980 EA 12321.96 115 RPM 480/3/60 EMO ONTO 12" KNIFE GATE VALVE. INCLUDES EMO, MOUNTING, FACTORY TESTING AND WARRANTY SP-FREIGHT FREIGHT CHARGE 2 1000.000 EA 2000.00 TO SHIP (2) 12" KNIFE GATE VALVES TO THE MANUFACTURER FOR THE EMO TO BE MOUNTED AND THEN RETURNED TO THE JOBSITE AFTER COMPLETION SP-VLVSTARTUPSERV VALVE START UP SERVICE 1 1300.000 EA 1300.00 LEAD TIME IS 10-12 WEEKS PLUS FREIGHT TIME TO AND FROM SARTELL MN SP-12DIPFABSPOOL 12 DIP FAB SPL - DESCRIPTION BELOW 1 611.330 EA 611.33 12 X 0' 2-3/4" DI FILLER FLANGE BF12 12 DI C110 125# BLND FLG 1 163.210 EA 163.21 SP-A307AFSBB2HHN12 .12 A307A FLG STUD BOLT SET BLK 2HHN 1 27.690 EA 27.69 SP-BP150A307B12 12 150# A307B FLG BOLT SET 1 22.000 EA 22.00 FNWRIFFGAI2 12 RR 1/8 FF 150# GSKT 3 11.300 EA 33.90 Subtotal: $16480.09 Inbound Freight: $0.00 Tax: $0.00 Order Total: $16480.09 Quoted prices are based upon receipt of the total quantity for immediate shipment (48 hours). SHIPMENTS BEYOND 48 HOURS SHALL BE AT THE PRICE IN EFFECT AT TIME OF SHIPMENT UNLESS NOTED OTHERWISE. Seller not responsible for delays, lack of product or increase of pricing due to causes beyond our control, and/or based upon Local, State and Federal laws governing type of products that can be sold or put into commerce. This Quote is offered contingent upon the Buyer's acceptance of Seller's terms and conditions, which are incorporated by reference and found either following this document, or on the web at http://wolseleyna.com/terms_conditionsSale.htmi. Govt Buyers: All items quoted are open market unless noted otherwise. LEAD LAW WARNING: It is illegal to install products that are not "lead free" in accordance with US Federal or other applicable law in potable water systems anticipated for human consumption. Products with *NP in the description are NOT lead free and can only be installed in non -potable applications. Buyer is solely responsible for product selection. ACME Electric PROPOSED CHANGE ORDF Acme Electric Company No. i 0005 108 E 82nd St Lubbock; TX 79404 Elkdtriibel t'o:Mbtodied Val..Va TITLE: Lubbock NW Water Reclamation Plant PROJECT: TCM=036- TO: Attn: Glen Grant Eagle Contracting P.O. Box 1600 Keller, Texas 76244 DATE: 12/21/2016 JOB: 1472 CONTRACT NO: Item Description Quantity Unit Price Net Amount 0001 30 amp NEMA 4X disconnect 2 $894.00 S 1,788;00 0002 Disconnect Montiog stands 2 $165.00 S 330.00 0003 /l10/4 cable 500 $1;28 S 640.00 0004 k1219 cable 400 5135 S 700.00 0005 Misr conduit & fittings 1 S250.00 $ 250.00 0006 Labor Manhours 80 S50.00 S 4,000.00 0007 Labor Burden 4000 $0.50 S 2,000.60 0008 Overhead & Profit 9708 $0,-15• S 1,456.20 Lump Sum: Lump Tax: Total: .APPROVAL:- $ 119164.20 S - �� 119164.20 WAO Wunderlich-Malec thd1heerlao. l_Svstems I Services 4275 Kellway Circle, Suite 164 Addison, TX 75001 Phone: 469-574-2500 CHANGE ORDER REQUEST (4215001 COR# 006 12/20/16) CUSTOMER: Eagle Contracting, L.P. CHANGE NOTICE #: D06 Rev-0 ADDRESS: P.O. Box 1600 CHANGE ORDER REQUEST: Add Compactor Isolation Valves SCADA/PLC programming Keller, TX 76244 DATE: 12/20/16 PROJECT: City of Lubbock —Northwest Water Reclamation Plant PO or CONTRACT NO.: Eagle Sub Contract #192-1602 to WMS Issued on 2V February 015 WME PROD: 4215001 MGR/ENGINEER: Hal Melville DESCRIPTION CHANGE/WORK SCOPE • Add automatic controls as outlined in the PCM #36 control strategy. • Add SCADA graphics associated with the controls modifications. • Update Functional Specification. • Test changes on site. BASIS/SUPPORTING DOCUMENTATION PCM #36 dated December 16, 2016. SCHEDULE IMPACT This change is anticipated to have no schedule Impact. COST • WM SCADA and PLC programming = $2,320 • Project Management/Documentation = $750 • WM testing and startup = $1,200 • No hardware is Included. TOTAL THIS CHANGE ORDER: $4,270 increase Wunderlich-Malec will complete the scope of work described above after issue of a formal notice of approval for this CDR. Prior to this approval all work associated with this change, or previously approved work for which this changed scope of work is a predecessor, will not be completed. The schedule impact duration is effective from the date of approval and notice of such approval to WM. Accepted (Eagle Contracting): (Printed Name) (Signature) (Date) Accepted (Wunderlich-Malec): Hal Melville (Printed Name) APPROVED ate. By Hal Melvgle 12120/2016 9:55:47 AM (Signature) (Date) Dallas Office 4275 Kellway Circle, Suite 164, Addison, TX 75001 Phone: 469-574-250D www.wmens.com Arizona California Colorado Georgia Illinois Maine Minnesota New Hampshire New Mexico New York Ohio Oregon Tennessee Texas Wisconsin Projectmates - Proposal Requests - Details https:Hapai.proj ectmates.com/Proj ectmates/PR/PRDetail.aspx?enc=288... PCM # 37 22-Feb-2017 02:19 PM CT Subject HMI Modifications General Lubbock NVWVRP Construction Phase I Services 3813 CR 1900 Lubbock, Texas 79416 Project Number: 0425-018-01 Reference PCM-037 Requested By 17-Jan-2017 02:50 PM CT Spec Section 17 - Technology Reason Code none Description Please provide a price proposal to modify the HMI programming as described in the attachment. Attachments PCM-037_HMI Modifications.pdf Sent To Glenn Grant (Contractor's Representative) Copy To i. Charles Baldwin i Marshall Plunk i Mike Bigham i, Zoltan Fekete i Kyle McCoy i Richard Stanfield i Ron Bray i Mary Gonzales i Hal Melville i Craig Henderson i, Barry Brown i Andy Howard b Patrick Moseley b Jake Trew i Chad Craft i Scott Johnson A Desirae Noftz i John Turpin A Donny Ontiveros i, Pat Kolb S Trevor Overman i Matt Kuykendall Proposal Cost will be Time will be Memo Attachment(s) Sent To Increased by US $9,517.33 Increased by 0 Day(s) See attached pricing for PCM-037 HMI Modifications PCM-037 HMI Modifications.pdf Josh Frisinger (Proposal Request Originator) Josh Frisinger (Owner's Representative) Copy To i Matt Kuykendall i Ron Bray i Hal Melville .'. Desirae Nof z Approve/Disapprove Cfyyiett (c) 1999-2017, Systemgteps Inc. i, Marshall Plunk i, Zoltan Fekete i� Andy Howard i John Turpin 1 of 2 2/22/2017 2:19 PM Projectmates - Proposal Requests - Details https://apai.proj ectmates.com/Proj ectmates/PR/PRDetail.aspx?enc=288.. Cost will be Time will be Memo Attachments) Sent To Copy To Increased by US $9,517.33 Increased by 0 Day(s) City staff recommends this change to be included in change order 3. Josh Frisinger (Proposal Request Originator) Glenn Grant (Contractor's Representative) A Matt Kuykendall A Charles Baldwin A Mike Bigham A Kyle McCoy i Ron Bray A Hal Melville A Patrick Moseley i Chad Craft t Desirae Noftz & Donny Ontiveros A Trevor Overman i Marshall Plunk i Zoltan Fekete A Josh Frisinger A Richard Stanfield i Mary Gonzales A Glenn Grant A Craig Henderson i Jake Trew i Andy Howard i John Turpin i Scott Johnson 2 of 2 2/22/2017 2:19 PM ASSOCIATES, INC. ENVIRONMENTAL ENGINEERS AND SCIENTISTS PCM-037: HMI MODIFICATIONS Provide a proposal for making the modifications described as follows: 1. Division Box PROPOSED CONTRACT MODIFICATION a. Allow the operators to choose between the SE Plant and NW Plant as Primary Flow in Flow Control Mode. b. Delete automatic weekly exercising of valves. Replace with pop-up screen requesting exercising with operator confirmation that is has been accomplished. c. When in Auto mode if the combined flow from flow meters 030-FIT-111 and 030-FIT-121 exceeds an operator adjustable flow set point (initially set at 8 MGD), limit flow to SEWRP to an operator adjustable flow set point (initially set at 1 MGD) by closing valve 030-FCV-122 and partially closing valve 030-FCV-121. 2. Raw Wastewater Pump Station a. Delete all control of Raw Wastewater Pumps from SCADA. b. Delete automatic weekly flushing of headers and wetwell. Replace with pop-up screen requesting excising with operator confirmation that is has been accomplished. c. Delete automatic weekly excising of inlet gates. Replace with pop-up screen requesting excising with operator confirmation that is has been accomplished. 3. Influent Screen Delete weekly excising of screens and gates. Replace with pop-up screen requesting exercising with operator confirmation that is has been accomplished. Delete flow stepping operation. c. Maintain Led/Lag operations with operator to determine number of screens in operation. 4. Grit System a. Delete weekly excising of gates. Replace with pop-up screen requesting exercising with operator confirmation that is has been accomplished. Delete flow stepping operation c. Maintain Led/Lag operations with operator to determine number of grit systems in operation. 5. Fine Screens a. Delete weekly excising of screens. Replace with pop-up screen requesting exercising with operator confirmation that is has been accomplished. b. Maintain Led/Lag operations with operator to determine number of fine screens in operation. 6. MBR/UV System Master Fall Status a. Upon a master fault status for either the MBR or UV system that would result in failure of the treatment system, diverted all flow to the Southeast Wastewater Treatment Plant. Page 1 of 1 REV 09/2009 f:\projects\0425\018-01\construction admin\contract modifications\pcm\pcm-037 h m i modifications\pcm-037_hmi modifications. docx Form PCM Northwest Water Reclamation Plant- Phase 1A Change Order Proposal - PCM-037 Date: January 25, 2017 Work Description: HMI Modifications Owner: The City of Lubbock, Texas 1635 13th Street Lubbock, Texas 79415 Engineer: Alan Plummer Associates 1320 South University Dr., Suite 300 Fort Worth, Texas 76107-5737 Contractor: Eagle Contracting 607 S. Pearson Lane Keller, Texas 76244 Labor Material Equipment Subcontractor TOTALS: $ 1,702.40 $ - $ - $ 6,650.00 $8,352.40 Eagle Insurance 1.8% Overhead & Profit- 10% Subcontracted Work Overhead & Profit - 15% Self Performed Work $150.34 $665.00 $255.36 Subtotal Bond P, 1% $9,423.10 $94.23 Subtotal $9,517.33 Total Amount This Cost Proposal $9,517.33 Time Extension Required - 0 Days Work Description: HMI Modifications LABOR RT FIRS OT HRS UNIT RT RATE OT RATE TOTAL Project Manager 16 0 MH $70.00 $70.00 $ 1,120.00 Superintendents 0 0 MH $70.00 $70.00 $ Assistant Superintendents 0 0 MH $43.00 $43.00 $ Foreman 0 0 MH $32.00 $48.00 $ Carpenter 0 0 MH $24.00 $36.00 $ Carpenter Helper 0 0 MH $21.00 $31.50 $ Laborer 0 01 MH $17.50 $26.25 $ Pipe Layer/Fitter 0 01 MH $24.00 $36.00 $ Pipe Le er/Fitter Helper 0 0 MH $21.00 $31.50 $ Operator . Crane 0 0 MH $31.00 $46.50 $ Operator 0 0 MH $25.00 $37.50 $ Field Engineer 0 0 MH $47.00 $47.00 $ Rodman 0 0 MH $19.00 $2B.50 $ Subtotal $ 1.120.00 Labor Burden 45% $ 504.00 Fringe Ben7% $ 78.40 Total Labor $ 1,702.40 NON -TAXED MATERIAL CITY UNIT UNIT PRICE TOTAL $0.00 $ $0.00 $ $0.00 $ $0.00 $ $0.00 $ Subtotal - Non -Taxed Materiel $ TAXED MATERIAL CITY I UNIT UNIT PRICE I TOTAL 0 $0.00 $ 0 $0.00 $ 0 $0.00 $ 0 $0.00 $ Subtotal - Taxed Material + 8.25% Tax) $ - GENERAL CONDITION MATERIAL CITY UNIT UNIT PRICE TOTAL Jobsite Trailer 2.8 % Labor 0 LS $ 47.67 $ Jobsite Phone 2% Labor 0 LS $ 34.05 $ Jobsne Electric 1.5% Labor 0 LS $ 25.54 $ Jobsite Water 1 % Labor 0 LS $ 17.02 $ Small Tools 7% Labor 0 LS $ 119.17 $ General Cleaning 0.4% Labor 0 LS $ 6.81 $ Dum ster 0.9% Labor 0 LS $ 15.32 $ Temporary Toilets 0.9 % Labor 0 LS $ 15.32 $ Safety Equipment 3.5% Labor 0 LS $ 59.58 $ Pickup Trucks 3.5% Labor 0 LS $ 59.58 $ Employee Housing 4% Labor 0 LS $ 68.10 $ Subtotal - G C Material + 8.25 % Tax $ Total Material $ EQUIPMENT QTY UNIT RATE TOTAL $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 Subtotal - E ul ment $ Fuel, Oil B Geese 45% of Equipment) $ Tax @ 8.25% S Total E ui ment ; SUBCONTRACTOR CITY UNIT UNIT PRICE TOTAL Wundedrlich-Malec COR#007 1 LS $6 650.00 $ 6,650.00 0 LS $0.00 $ 0 LS $0.00 $ 0 LS $0.00 $ Total $ 6,650.00 4275 Kellway Circle, Suite 164 WAD Addison, TX 75001 Wunderlich-Malec Phone:469-574-2500 Enaineefinv I Systems I Services CHANGE ORDER REQUEST (4215001 COR# 007 01/19/17) CUSTOMER: Eagle Contracting, L.P. CHANGE NOTICE #: 007 Rev-0 ADDRESS: P.O. Box 1600 CHANGE ORDER REQUEST: HMI Modifications SCADA/PLC programming Keller, TX 76244 DATE: 01/19/17 PROJECT: City of Lubbock— Northwest Water Reclamation Plant PO or CONTRACT NO.: Eagle Sub Contract #192-1602 to WMS issued on 251 February 015 WME PROJ: 4215001 MGR/ENGINEER: Hal Melville DESCRIPTION CHANGE/WORK SCOPE HMI/PLC Modifications to: • Diversion Box • Raw Waste Water Pump Station • Influent Station • Grit System • Fine Screens BASIS/SUPPORTING DOCUMENTATION PCM #37 received via Email on January 11, 2017 from Eagle. SCHEDULE IMPACT This change is anticipated to have no schedule impact. COST* • WM SCADA and PLC programming = $3,750 • Project Management/Documentation = $1,750 • WM testing and startup = $1,150 ' No hardware is Included. TOTAL THIS CHANGE ORDER: $6,650 increase Wunderlich-Malec will complete the scope of work described above after issue of a formal notice of approval for this COR. Prior to this approval all work associated with this change, or previously approved work for which this changed scope of work is a predecessor, will not be completed. The schedule impact duration is effective from the date of approval and notice of such approval to WM. Accepted (Eagle Contracting): (Printed Name) (Signature) (Date) Accepted (Wunderlich-Malec): Hal Melville (Printed Name) APPROVED 4 By He/ Melville 0111912017 2:21:07 PM (Signature) (Date) Dallas Office 4275 Kellway Circle, Suite 164, Addison, TX 75001 Phone: 469-574-2500 www.wmena.com Arizona California Colorado Georgia Illinois Maine Minnesota New Hampshire New Mexico New York Ohio Oregon Tennessee Texas wlsconsln Projectmates - Proposal Requests - Details https://apai.proj ectmates,com/Proj ectmates/PR/PRDetaii.aspx?enc=288.., PCM # 38 22-Feb-2017 02:19 PM CT Lubbock NWWRP Construction Phase I Services 3813 CR 1900 Lubbock, Texas 79416 Project Number: 0425-018-01 Subject Relift Pump Station Deletion of MultiSmart Pump Controller General Reference PCM-038 Requested By 17-Jan-2017 02:52 PM CT Spec Section 17 - Technology Reason Code none Description Please provide a price proposal modify the SCADA control of the relift pumps as described in the attachment. This PCM will replace PCM-032. Attachments PCM-038_Relift Pump Station Deletion of M.pdf Sent To Glenn Grant (Contractor's Representative) Copy To L Charles Baldwin L Zoltan Fekete i Mike Bigham A Richard Stanfield i Ron Bray L Mary Gonzales i Hal Melville L Craig Henderson i Barry Brown L Andy Howard m Patrick Moseley L Jake Trew A Chad Craft L Scott Johnson A Desirae Noftz L John Turpin A Donny Ontiveros L Pat Kolb Trevor Overman L Matt Kuykendall Marshall Plunk Proposal Cost will be Increased by US $11,727.88 Time will be Increased by 0 Day(s) Memo see attached. Attachment(s) PCM-038.pdf Sent To Josh Frisinger (Proposal Request Originator) Josh Frisinger (Owner's Representative) Copy To i Matt Kuykendall i Zoltan Fekete L Mike Bigham & Miguel Tejeda i Ron Bray L Andy Howard L Hal Melville & John Turpin i Patrick Moseley L Scott Johnson & Marshall Plunk Copyright (c) 1999-2017, Systemates, Inc. Approve/Disapprove 1 of 2 ?/22/201 7 2.2n PM Projectmates - Proposal Requests - Details https://apai.proj ectmates.com/Proj ectmates/PR/PRDetaii.aspx?enc=288... Status Cost will be Time will be Memo Attachment(s) Sent To Copy To Approved Increased by US $11,727.88 Increased by 0 Day(s) City staff recommends this change to be included in change order 3. Josh Frisinger (Proposal Request Originator) Glenn Grant (Contractor's Representative) A Matt Kuykendall i Charles Baldwin i. Mike Bigham i Kyle McCoy .i Ron Bray Hal Melville .i Patrick Moseley Chad Craft Desirae Noftz Donny Ontiveros �i Trevor Overman Marshall Plunk Zoltan Fekete 8 Josh Frisinger 8 Richard Stanfield Mary Gonzales 8 Glenn Grant Craig Henderson Jake Trew Andy Howard 8 John Turpin i Scott Johnson 2 of 2 2/22/2017 2:20 PM PROPOSED CONTRACT ASSOCIATES, INC. MODIFICATION ENVIRONMENTAL ENGINEERS AND SCIENTISTS PCM-038: RELIFT PUMP STATION DELETION OF MULTI -SMART CONTROLLER Provide a proposal for making the modifications described as follows: Modify the wiring and controls for the Relift Pump Station as described below. To allow full monitoring and control of the Relift Pump Station VFDs, directly from the SCADA System PLC perform the following work. • Do not install the Multi -Smart Controller and provide controller to City as spare. • Delete conduit/wire circuit as identified as PLC:100-26. • Delete conduit/wire circuit as identified as PLC:100-27. • Delete conduit/wire circuit as identified as C6:NC:PTU-04. • Delete conduit/wire circuit as identified as PTU:PT2-2. • Delete conduit/wire circuit as identified as LCP:300-01. • Delete conduit/wire circuit as identified as LCP:300-02. • Delete conduit/wire circuit as identified as LCP:300-03. • Delete conduit/wire circuit as identified as LCP:300-04. • Delete conduit/wire circuit as identified as LCP:300-05. • Delete conduit/wire circuit as identified as LCP:300-06. • Provide conduit/wire circuit (CAT5E, 3/4" Cond.) as identified as PLC:100-26A from the Relift Pump No. 1 VFD to PLC:100. • Provide conduit/wire circuit (CAT5E, 3/4" Cond.) as identified as PLC:100-26B from the Relift Pump No. 2 VFD to PLC:100. • Provide conduit/wire circuit (CAT5E, 3/4" Cond.) as identified as PLC: 100-26C from the Relift Pump No. 3 VFD to PLC:100. • Relabel conduit/wire circuit LCP:300-13 as PLC: 100-27A and extend conduit/wire from instrument to PLC:100. • Relabel conduit/wire circuit LCP:300-14 as PLC: 100-27B and extend conduit/wire from instrument to PLC:100. • Relabel conduit/wire circuit LCP:300-15 as PLC:100-27C and extend conduit/wire from instrument to PLC:100. • Program the PLC:100 to perform those functions listed in Specification 17600 System Configuration, as well as the level control functions provided by the controller. Page 1 of 1 REV 09/2009 faprojects10425\018-01\construction adminlcontract moditicatlonslpcmlpcm-038_relift pump station delpcm-038_relift pump station deletion of multi -smart controller.docx Form PCM Northwest Water Reclamation Plant - Phase 1A Change Order Proposal - PCM-037 Date: January 31, 2017 Work Description: Relift Pump Station Deletion of MutlitSmart Pump Controller Owner. The City of Lubbock, Texas 1635 13th Street Lubbock, Texas 79415 Engineer: Alan Plummer Associates 1320 South University Dr., Suite 300 Fort Worth, Texas 76107-5737 Contractor: Eagle Contracting 607 S. Pearson Lane Keller, Texas 76244 Labor Material Equipment Subcontractor TOTALS: $ 1,206.88 $ 369.27 $ - $ 8,750.00 $10,316.15 Eagle Insurance 1.8% Overhead & Profit - 10% Subcontracted Work Overhead & Profit -15% Self Performed Work $185.69 $875.00 $234.92 Subtotal Bond @ 1% $11,611.77 $116.12 Subtotal $11,727.88 Total Amount This Cost Proposal $11,727.88 Time Extension Required - 0 Days Work Description: Relltl Pump Station Deletion of Mutilt5mart Pump Controller LABOR RT HRS OT HRS UNIT RT RATE OT RATE TOTAL Project Manager 10 0 MH $70.00 $70.00 $ 700.00 Su ednlendents 0 0 MH $70.00 $70.00 $ Assistant Superintendents 0 0 MH $43.00 $43.00 $ Foreman 0 0 MH $32.00 $0.00 $ Carpenter 0 0 MH $24.00 $36.00 $ Carpenter Helper 0 0 MH $21.00 $31.50 $ Laborer 0 01 MH $17.50 $26.25 $ Pipe Layer/Fitter 0 0 MH $24.00 $36.00 $ Pipe Layer/Fitter Helper 0 0 MH $21.00 $31.50 $ Operator - Crane 0 0 MH $31.00 $46.50 $ Operator 0 0 MH $25.00 $37.50 $ Field Engineer (Update as-builts 2 0 MH $47.00 $47.00 $ 94.00 Rodman 0 0 MH $19.00 $28.50 $ Subtotal $ 794.00 Labor Burden 45% $ 367.30 Fringe Benefits @ 7% 1 $ 55.58 Total Labor $ 1,206.88 NON -TAXED MATERIAL QTY UNIT UNIT PRICE TOTAL $0.00 $ $0.00 $ $0.00 $ $O.00 $ $0.00 $ - Subtotal - Non -Taxed Material $ TAXED MATERIAL QTY UNIT UNIT PRICE TOTAL o $0.00 $ 0 $0.00 $ 0 $0.00 $ 0 $0.00 $ Subtotal - Taxed Material + (8.25% Tax) $ GENERAL CONDITION MATERIAL CITY UNIT UNIT PRICE TOTAL Jobsite Trailer 2.8 % Labor 1 LS I $ 33.79 $ 33.79 Jobsite Phone 2% Labor 1 LS $ 24.14 $ 24.14 Jobsite Electric 1.5% Labor 1 LS $ 18.10 $ 18.10 Jobsite Water 1 % Labor 1 LS $ 12.07 $ 12.07 Small Tools 7% Labor 1 LS S 84.48 $ 84.48 General Cleaning 0.4% Labor 1 LS $ 4.83 $ 4.83 Dumpster 0.9% Labor 1 LS $ 10.86 $ 10.86 Temporary Toilets 0.9 % Labor 1 LS $ 10.86 $ 10.86 Safety Equipment 3.5% Labor 1 LS $ 42.24 $ 42.24 Trucks 3.5% Labor 1 LS $ 42.24 $ 42.24 -Pickup Employee Housing 4% Labor 1 LS $ 48.28 $ 48.28 Subtotal - G C Material + (8.25 % Tax) $ 359.27 Total Material $ 359.27 EQUIPMENT CITY UNIT RATE TOTAL $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 Subtotal - Equipment $ Fuel Oil & Geese 45% of Equipment) $ Tax (� 8.25% S Total Eq ment SUBCONTRACTOR CITY UNIT UNIT PRICE TOTAL Wundedich-Malec CORNS dated 1/5/17 1 LS $13J50.00 $ 8,750.00 0 LS $0.00 0 LS $0.00 $ 0 LS $0.00 $ Total $ 8 750.00 i 4275 Keliway Circle, Suite 164 Addison, TX 75001 WIOWunderfich-Maiec Phone:459-574-2500 Enaineerino I Svstems I Services CHANGE ORDER REQUEST (4215001 COR# 005 01/25/17) CUSTOMER: Eagle Contracting, L.P. ADDRESS: P.O. Box 1600 Keller, TX 76244 CHANGE NOTICE #: CHANGE ORDER REQUEST: DATE: PROJECT: City of Lubbock — Northwest Water Reclamation Plant PO or CONTRACT NO.: Eagle Subcontract to WMS issued on 25th February 2015 WME PROD: 4215001 MGR/ENGINEER: Hal Melville 005 Rev-1 Add Inlet Pump Control SCADA/PLC programming 01/25/17 DESCRIPTION CHANGE/WORK SCOPE • Write interface to three (3) Dan Foss drives to communicate via Ethernet/IP via Rockwell messaging. • Develop Allen Bradley/ArchestrA Template for Dan Foss drive • Integrate bumpless transfer when switching from new HOAA switch, • Implement control strategy for level control into PLC-100, • Work with engineer/customer to design and implement pump control sequence. BASIS/SUPPORTING DOCUMENTATION PCM #38 dated January 10, 2017. SCHEDULE IMPACT This change is anticipated to have no schedule impact. COST The COST breakdown is: • WM SCAOA and PLC programming = $5,650, • Project Management = $950. • Documentation = $800. • WM testing and startup = $1,350. ' No hardware is Included. TOTAL THIS CHANGE ORDER: $8,750 increase Wunderlich-Malec will complete the scope o f work described.abov_e after issue of a formal notice of approval for this.COR.. Prior to this approval all work associated with this change, or previously approvedwork for which s changed scope of work is a predecessor, w not e completed. The schedule impact duration is effective from the date of approval and notice of such approval to WM. Accepted (Eagle Contracting): (Printed Name) (Signature) (Date) Accepted (Wunderlich-Malec): Hal Melville (Printed Name) APPROVED 4*14-34 By Hal Melville 01125//2017 3:18:37 PM nature) (Date) Dallas Office 4275 Kellway Circle, Suite 164, Addison, TX 75001 Phone: 469-574-2500 www.wmeng.com Arizona California Colorado Georgia Illinois Maine Minnesota New Hampshire New Mexico New York Ohio Oregon Tennessee Texas Wisconsin Projectmates - Proposal Requests - Details Page I of 2 CMR # 18 22-Feb-2017 03:36 PM CT Lubbock NWWRP Construction Phase I Services 3813 CR 1900 Lubbock, Texas 79416 Project Number: 0425-018-01 I Subject SioAir Solution's request for Change Order to add Connections for Duct Supports to their Bioscrubbers General Reference BioAir Solutions Odor Bioscrubbers Embedded Connections for Duct Supports Requested By 07-Sep-2016 08:01 AM CT Spec Section 11 - Equipment Reason Code N/A Description BioAir Solutions is saying that the Connections required to bolt the Duct Supports shown on M-851 were not part of their Pre -Selected Scope of Supply. Eagle Contracting does not have these connections that will be fiberglassed into the side and top of the two Bioscrubber Tanks because BloAlr's specification section does not indicate that Eagle Contracting should have these connections. Please see the attached explanation from BioAir and also submittal SD-263.2. Attachments CMR-18.pdf Sent To Glenn Grant (Contractor's Representative) Copy To i Ron Bray i Andy Howard i Desirae Noftz i Jake Trew Plunk i John Turpin Earshall ltan Fekete i Pat Kolb sh Frisinger Proposal Cost will be Increased by US $1,228.28 Time will be Increased by 0 Day(s) Memo See attached. This is a revision to the 1st pricing that was requested by Alan Plummer Associates. Alan Plummer Assoicates deleted four (4) Duct Supports for the Two large BioAir Solutions Bioscrubbers. Attachment(s) CMR-19 to replace CMR-18.pdf CMR-18(1).pdf Sent To Josh Frisinger (Owners Representative) Copy To i Ron Bray i Jake Trew i Desirae Noftz i Andy Howard i Marshall Plunk i John Turpin i Zoltan Fekete i Pat Kolb Approve/Disapprove Status Approved Cost will be Increased by US $1,228.28 Time will be Increased by 0 Day(s) httne•//nnni nrniPrtmateq e.nm/Prnirctmates/PR/PRDetail.a-.;nx?enc=28R78DOI099DB7580... 2/22/2017 Projectmates - Proposal Requests - Details Page 2 of 2 Memo City staff recommends this change to be included in change order 3. Attachment(s) Sent To Glenn Grant (Proposal Request Originator) Copy To a Charles Baldwin Richard Stanfield Matt Kuykendall 1. Mary Gonzales Mike Bigham Craig Henderson Ron Bray Jake Trew i Kyle McCoy i Andy Howard S Trevor Overman John Turpin Marshall Plunk Pat Kolb i Zoltan Fekete Copyright (c) 1999-2017, Syslemates, Inc. httnc-//nnni nrniertmntPc rnm/Prniactmatec/PR/PRDetail_asnx?enc=29979DO1099DR7590._. 2/22/2017 Northwest Water Reclamation Plant - Phase 1A Change Order Proposal - CMR-019 Date: October 17, 2016 Work Description: BioAir Solutions Change Order Request - add FRP Supports to accept Duct Supports as changed by Alan Plummer Associates - Replaces CMR-18 Owner: Engineer: The City of Lubbock, Texas Alan Plummer Associates 1635 13th Street 1320 South University Dr., Suite 300 Lubbock, Texas 79415 Fort Worth, Texas 76107-5737 Contractor. Eagle Contracting 607 S. Pearson Lane Keller, Texas 76244 Labor Material Equipment Subcontractor TOTALS: $ 2,295.20 1 $ (1,264.00)1 $ - $ - $1,041.20 Eagle Insurance 1.8% Overhead & Profit -10% Subcontracted Work Overhead & Profit -15% Self Performed Work $18.74 $0.00 $156.18 Subtotal Bond @ 1% $1,216.12 $12.16 Subtotal $1,228.28 Total Amount This Cost Proposal $1,228.28 Time Extension Required - 0 Days Work Deserlption: eloAlr Solutions Change Order Request - add FRP Supports to accept Duct Supports as changed by Alan Plummer Associates - reolaces CMRA 9 LABOR RT HRS OT HRS UNIT RT RATE OT RATE TOTAL Project Manager 24 0 MH $70.00 $70.00 $ 1.680.00 Superintendents 0 0 MH $70.00 $70.00 $ Assistant Superintendents 0 0 MH $43.00 $43.00 $ Foreman 0 0 MH $32.00 $48.00 $ Carpenter 0 0 MH $24.00 $36.00 $ Carpenter Helper 0 0 MH $21.00 $31.50 $ Laborer D 01 MH $17.50 $26.25 $ Pipe La erlFitter -4 0 MH $24.00 $36.OD $ 96.00 Pipe Layer/Fitter Helper -8 0 MH $21.00 $31.50 S 168.00 Operator - Crane 0 0 MH 531.00 546.50 $ Operator 0 0 MH $25.00 $37.50 S Field Enolnear revise as builts & other lane 2 0 MH $47.00 $47.OD S 94.00 Rodman 0 0 MH $19.00 $28.50 $ Subtotal $ 1,510.00 Labor Burden a 45% $ 679.50 Fringe Benefits C 7% $ 105.70 Total Labor $ 2,295.20 NON -TAXED MATERIAL QTY UNIT UNIT PRICE TOTAL BloAir Solutions COR-002-P15104 - Rev #2 1 LS $3 348.00 $ 3,348.00 Option #2 per Alan Plummer Associates $0.00 $ Cortrol - Delete 4ea. Dud Supports -1 LS $4,602.00 $ 4,602.00 $0.00 $ $0.00 $ Subtotal - Non -Taxed Material $ 1,254.00) TAXED MATERIAL QTY I UNIT UNIT PRICE TOTAL 0 $0.00 $ 0 $0.00 $ 0 $0.00 $ 0 $0.00 $ Subtotal - Taxed Material + (8.25% Tax) $ GENERAL CONDITION MATERIAL CITY UNIT UNIT PRICE TOTAL Jobsite Trailer 2.8 % Labor 0 LS $ 64.27 $ Jobsite Phone 2% Labor 0 LS $ 45.90 $ Jobsfle Electric 1.5% Labor 0 LS $ 34.43 $ Jobsite Water 1% Labor 0 LS $ 22.95 $ Small Tools 7% Labor 0 LS $ 160.66 $ General Cleaning 0.4 % Labor 0 LS $ 9.18 $ - Dum ster0.9%Labor 0 LS $ 20.65 $ Temporary Toilets 0.9 % Labor 0 LS $ 20.65 $ - Safety Equipment 3.5% Labor 0 LS $ 80.33 $ Pickup Trucks 3.5% Labor 0 LS $ 80.33 $ Employee Housing 4% Labor 0 LS $ 91.81 $ Subtotal - G C Material + 8.25 % Tax $ Total Material $ 1,254.00 EQUIPMENT CITY UNIT RATE 'TOTAL $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 Subtotal - Equipment $ Fuel Oil & Geese 45% of Equipment) S Tax a 8.25% $ Total Equipment S SUBCONTRACTOR CITY UNIT UNIT PRICE TOTAL 0 LS $0.00 $ 0 LS $0.00 0 LS $0.00 $ 0 LS $0.00 $ Total $ BioAir Solutions, LLC ! 110 Kresson-Gibbsboro Road i Suite 303 1 Voorhees, NJ 08043 P 856.258.6969 I F 856.258.6975 I www.bioairsolutions.com CHANGE ORDER REQUEST Date: 10/10/2016 From: Ron Donocoff To: Glenn Grant Title: Project Engineer Company: Eagle Contracting L.P. Email: rdonocoff(a-)bioairsolutions.com Email: q.grant(a.eaglecontractinglp.com Doc#: COR-002-P15104 — Revision #2 cc: N/A Project: P15104 Lubbock Subject: P15104 — Lubbock WWTP — Change Order for Duct Support Tabs Dear Glenn, Below, please find pricing for the addition of FRP side wall support tabs and dome duct support flanges to the two (2) EcoFilter® EF104 units to be supplied by BioAir under the above -referenced project. The addition of these tabs and flanges will allow the bolting and securing of the duct supports and ductwork (supplied by others) to the BioAir EcoFilter EF104 vessels. Note that the carbon units will not experience any changes. Revision #2 — BioAir and Alan Plummer had a phone call regarding the value engineer of the quantity / amount of duct supports. After the call, BioAir was asked to reduce the number of duct supports, and adjust the change order pricing accordingly. BioAir is requesting that Eagle and Alan Plummer both review the pricing below and advise BioAir which option is approved and then release BioAir to place the vessels into fabrication. The following pricing is for Eagle Contracting's approval. Description Option # Price Addition of 1x FRP side wall support tabs and 1x dome duct support Option # 1 $4,580.00 flange per vessel — Quantity is 2x for both EF104 EcoFilter units. Addition of 2x FRP side wall support tabs per vessel Option # 2 $3,348.00 — Quantity Is 2x for both EF104 EcoFilter units. Terms and conditions: .. • Payment shall be due upon delivery of the EcoFilter vessels to the job siteT/��j • No taxes are included in the Price above KS;aGia� c • The design of the side wall support tabs and dome duct support flanges quoted herein was completed by BioAir based on underlying information provided by Eagle Contracting. Should said underlying information prove inaccurate, Eagle agrees to indemnify BioAir and hold BioAir harmless for any loss or damage sustained due to said inaccuracy. In addition, any damage sustained by the BioAir Equipment due to said inaccuracies shall void the warranty of the BloAir Equipment, and the cost to repair or replace said Equipment shall be borne by Eagle Contracting. • All other existing contract conditions remain unchanged. Best Regards, BioAir Solutions, LLC Ron Donocoff - Project Engineer 10/20/2016 Print Subject: RE: P15104 - Lubbock - Change Order Revision From: Reg Green (rgreen@cortrol.com) To: g.grant@eaglecontractingip.com; jmoore@cortrol.com; Cc: a.howard@eaglecontractingip.com; Date: Thursday, October 20, 2016 8:53 AM Glenn: The below pricing in Red is your each net pricing deduct for the supports that you requested. Please let me know if you need any more information. Thanks, Reg From: g.grant@eaglecontractinglp,com[mailto:g.grant@eaglecontractinglp.com] Sent: Friday, October 14, 2016 10:04 AM To: Reg Green <rgreen@cortrol.com>; Jimmy Moore <jmoore@cortrol.com> Cc: Andy Howard<a.howard@eaglecontractingip.com> Subject: Fw: P15104 - Lubbock - Change Order Revision Reg & Jimmy, The engineer Sflan-�Itrmrrrer�Fa quested pricing from BioAir Soautians-fio-dete #13 adjustable duct support352) $ 1,131.00 ea. two #14 knee brace suppo (229) $ 1,170.00 ea. per the attached from t e Engi, eer-..,,�,ei I am also attaching your overall layout and duct support drawings for #13 & #14 duct supports for your use. Please get me pricing to delete these four supports as soon as you can. Glenn Grant Eagle Contracting, L.P. Phone: (817) 379-1897 aboutblank 113 10/20/2016 Print — Forwarded Message — From: "Nagle, Lynsy" <Inagleeapaienv.corn> To: "g_grant(cDeaglecontractin Ip.com"<g.grantc.eaglecontractinglp.com>; "Frisinger, Josh" <jfrisinger(a�apaienv,com> Cc: Brad Smith <bsmith .bioairsolutions.com>; Steve Murphy<smurphy(a�bioairsolutions. com>; Ron Donocoff <rdonocoff(cDbioairsolutions.com> Sent: Friday, October 14, 2016 8:11 AM Subject: RE: P15104 - Lubbock - Change Order Revision Good morning, Please see attached for the supports that are being deleted. Thank you! Lynsy Nagle, PE Project Manager I, Water Treatment Design Alan Plummer Associates, Inc. 817.806.1733 (Direct) 817-806-1700 (Fort Worth Office Main) InagletccD-apaienv.com From: q.grant6a.eaglecontractinalp.com rmaiIto: agrant(cDeaalecontractingly.coml Sent: Wednesday, October 12, 2016 8:02 AM To: Frisinger, Josh Cc: Nagle, Lynsy; Brad Smith; Steve Murphy; Ron Donocoff Subject: Re: P15104 - Lubbock - Change Order Revision Josh, Do we still have two knee brace supports and one adjustable duct support for each of the EcoFilter EF014 Tanks? Glenn Grant Eagle Contracting, L.P. From: "Frisinger, Josh" <'fdsinger0.apafenv.com> To:"g,prant(cD-eaglecontractinglp.com' <g.grant .eaglecontractinalo.com> Cc: "Nagle, Lynsy" <Ina.lcleenapaienv.com>; Brad Smith <bsmith(&bioairsolutions.com>; Steve Murphy <smurphy(cDbioairsolutions.com>; Ron Donocoff <Donocoff@bioalrsolutions.com> Sent: Monday, October 10, 2016 3:34 PM Subject: RE: P15104 - Lubbock - Change Order Revision Glenn, When you prepare your CMR pricing for the City please base it on Option 2. Thank you, Josh Frisinger, PE, PMP Alan Plummer Associates, Inc. 817.806.1700 office jfrisinaer(cD-apaienv.com From: Ron Donocoff[malIto: rdonocoffO-bioaf rsolutions.coml Sent: Monday, October 10, 2016 1:17 PM To: g.arantOeaglecontractingip.com aboutblank 213 10120/2016 Print Cc: Nagle, Lynsy; Frisinger, Josh; Brad Smith; Steve Murphy Subject: P16104 - Lubbock - Change Order Revision Importance: High HI Glenn, Please note that BioAir has updated the change order to include the value engineering of the duct supports. I have included two (2) options for approval. Both options require the addition of FRP brackets; which will be laminated to BioAir's reactor vessels. I request that you please review and approve an option. BioAir also requests that once this change order is approved, you provide a formal release of the equipment for fabrication. Kind Regards, -Ron Ronald Donocoff I Project Engineer I BioAir Solutions, LLC +1-856-258-6969 x118 (o) 1+1 -856-343-8548 (m) IrdonocoWbioairsolutions.com 110 Kresson-Gibbsboro Road, Suite 303 1 Voorhees, NJ 08043 1 USA This message and all comecled responses are Inlanded only for thelydviduels or entitles to which it Is addressed, and may contain Inrormalion that Is privileged coddardlel or exempt from disdosure under applicable law, If you are not the Intended reclpierw of ails message, or the employee or agent responsible for delivering this message to the Intatded recipient, you are advised that any dissemination, distribugon'or copying of this message, or acting on the Information contained herein, maybe a violation al'applicaHe law and Is strictly prohibited. If you receive this message In error, please notify the sender Immediately by replying to Ws message. Thank you. about:blank W 10/12/2016 Print Subject: RE: P15104 - Lubbock - Change Order Revision From: Frisinger, Josh afrisinger@apaienv.com) To: g.grant@eaglecontractinglp.com; Cc: Inagle@apaienv.com; bsmith@bioairsolutions.com; smurphy@bioairsolutions.com; rdonocoff@bioairsolutions.com; Date: Monday, October 10, 2016 3:34 PM �1 Glenn, When you prepare your CMR pricing for the City please base it on Option 2. Thank you, Josh Frisinger, PE, PMP Alan Plummer Associates, Inc. 817.806.1700 office i isinge c apaienv.com From: Ron Donocoff[mailto:rdonocoff@bioairsolutions.com] Sent: Monday, October 10, 2016 1:17 PM To: g.grant@eaglecontractinglp.com Cc: Nagle, Lynsy; Frisinger, Josh; Brad Smith; Steve Murphy Subject: P15104 - Lubbock - Change Order Revision Importance: High HI Glenn, Please note that BioAir has updated the change order to include the value engineering of the duct supports. I have included two (2) options for approval. Both options require the addition of FRP brackets; which will be laminated to BioAir's reactor vessels. I request that you please review and approve an option. BioAir also requests that once this change order is approved, you provide a formal release of the equipment for fabrication. aboutblank 112 10/12/2016 Print Kind Regards, -Ron Ronald Donocoff I Project Engineer I BloAir Solutions, LLC +1-856-258-6969 x118 (o) 1 +1-856-343-8548 (m) IrdonocofiCn]. bioairsolutions.com 110 Kress on-Gibbsboro Road, Suite 303 1 Voorhees, NJ 08043 1 USA This message and all connceled responses are Intended only for the individuals or entities to which it is addressed, and may contabs inroranition that is privileged, confidential or exempt from disclosure under applicable law. If you are not the inteatkd recipient or this message, or die employee or ugenl responsible for delivering this message to the intendtd recipient, you are advised that uny dissettanataan, distribution or copying of this message, or acting on the information contained herein, maybe a violation of applicable law and is strictly prohibited. If you receive this message In error, please notify the sender Immediately by replying to dais message. Thank you. about:blank 2/2 10/102016 Print Subject: P15104 -Lubbock -Change Order Revision From: Ron Donocoff (rdonocoff@bioairsolutions.com) To: g.grant@eaglecontractinglp.com; Cc: Inagle@apaienv com; jfrisinger@apaienv.com; bsmith@bioairsolutions.com; smurphy@bioairsolutions.com; Date: Monday, October 10, 2016 1:16 PM HI Glenn, Please note that BioAir has updated the change order to include the value engineering of the duct supports. I have included two (2) options for approval. Both options require the addition of FRP brackets; which will be laminated to BioAir's reactor vessels. I request that you please review and approve an option. BioAir also requests that once this change order is approved, you provide a formal release of the equipment for fabrication. Kind Regards, -Ron Ronald Donocoff I Project Engineer I BioAir Solutions, LLC +1-856-258-6969 x118 (o)1 +1-856-343-8548 (m) JrdonocofrObioairsolutions.corn 110 Kresson-Gibbsboro Road, Suite 303 1 Voorhees, NJ 08043 1 USA This mcssago and all connected responses are intended only for die individuals or entities to which it is addressed, and may contain information that is privileged, confidential or exempt from disclosure under applicable law. If you are not the intended recipient of this message, or the employee or agent responsible for delivering this message to the intended recipient, you are advised that any dissemination, distribution or copying of this massage, or acting on the information contained herein, maybe a violation of applicable law and is strictly prohibited Ifyou receive this message in error, please notify the sender immediately by replying to this messago. Thankyuu. Attachments • TR09_Transmittal _P 15104.pdf (70.53KB) • COR-002-P15104-Rev2_161010.pdf (45.20KB) aboutbiank 1/1 BioAir Solutions, LLC Telephone: 856-258-6969 b Od" i 110 Kresson-Gibbsboro Rd. Fax: 856-258-6975 Suite 303 www.bioairsolutions.com Drearhefttrer. Voorhees, NJ 08043 TRANSMITTAL LETTER DATE: 1011012016 TO: Glenn Grant Eagle Contracting, L.P. 4107 N CR 1900 Lubbock, Texas 79416 ATTN: Glenn Grant REF: BioAir Project No. P15104 City of Lubbock, TX Northeast Water Reclamation Plant Biotrickling Filter Odor Control System Specification 15885 - Odor Reduction System We are sending you: Attached Under separate cover via r-X-1 Approval Drawings Schedule Product Data Sheets Disk Change Order N Sketches Page 1 OF Transmittal #: 09-10116 Sent Via: Email O&M Manuals Prints B Submittal Specifications Plans Report Copy of Letter Brochures 'Number �, •.�..1 j�� -.� .;?0 1 �`. --+•� i'f w( i.� �F�g a •`��i 1. � � f kt.'�� s 'r `- et7=. r�,� Dra irig/Documen TitlU." { Rev Daer Tra smiftal ;Requir}ed''J a.; ,,5 F Return ' ^'Cop es Y � >Document# aft a y ,«1 „�;�f� �t�-� r�J1 �-...�Y'.J1zU Yf-f � Codes ,#,. S it t ..''+�.'cs'.i...t... tr G 7 � . � d;<U. _UiY�4.e. W.+7 :++� A6;H'd :fie ,sSG..axi w i .:iiF...sli. 1 COR-002-P15104_160824 Duct Support Change Order 2 10/10/16 FA / FI 10/3/16 ._ ,RESFONSIBLE�FOR DEST,ROYING;.ORtRET.URNING`:S'UP,ERSEDED�D;OC.UME - : TS,,...r ; , em-hf 'Transmittal Codes FA - For Approval FI - For Your Information and Use FC - For Review and Comment Remarks: Dear Glenn, FR - For Record A - Approved as Submitted AR - As Requested AP — Approved for Production RA - Resubmit _ Copies for Approval AN - Approved as Noted O - Other ( ) Attached, is the updated Change Order Request COR-002-15104 Revision 2, now has been updated to include two options. Both options require the addition of FRP brackets; which will be laminated to BioAir's reactor vessels. I request that you please review and approve an option. BioAir also requests that once this change order is approved, you provide a formal release of the equipment for fabrication. Thank you, Signed: c cc: Project Engineer BioAir Solutions, LLC 1 110 Kresson-Glbbsboro Road I Suite 303 1 Voorhees, NJ 08043 obg-,a r.8...2,..6969 1 F 856.258.6975 I www.bioairsolutions.com e Ge CHANGE ORDER REQUEST Date: 10/10/2016 From: Ron Donocoff To: Glenn Grant Title: Project Engineer Company: Eagle Contracting L.P. Email: rdonocoffa-bioairsolutions.com Email: q.grant eaglecontractinglp.com Doc#: COR-002-P15104 — Revision #2 cc: N/A Project: P15104 Lubbock Subject: P15104 — Lubbock WVVTP — Change Order for Duct Support Tabs Dear Glenn, Below, please find pricing for the addition of FRP side wall support tabs and dome duct support flanges to the two (2) EcoFilter® EF104 units to be supplied by BioAir under the above -referenced project. The addition of these tabs and flanges will allow the bolting and securing of the duct supports and ductwork (supplied by others) to the BioAir EcoFilter EF104 vessels. Note that the carbon units will not experience any changes. Revision #2 — BioAir and Alan Plummer had a phone call regarding the value engineer of the quantity / amount of duct supports. After the call, BioAir was asked to reduce the number of duct supports, and adjust the change order pricing accordingly. BioAir is requesting that Eagle and Alan Plummer both review the pricing below and advise BioAir which option is approved and then release BioAir to place the vessels into fabrication. The following pricing is for Eagle Contracting's approval. Description Option # Price Addition of 1x FRP side wall support tabs and 1x dome duct support Option # 1 $4,580.00 flange per vessel — Quantity is 2x for both EF104 EcoFilter units. Addition of 2x FRP side wall support tabs per vessel Option # 2 $3,348.00 — Quantity is 2x for both EF104 EcoFilter units. Terms and conditions: • Payment shall be due upon delivery of the EcoFilter vessels to the job site • No taxes are included in the Price above • The design of the side wall support tabs and dome duct support flanges quoted herein was completed by BioAir based on underlying information provided by Eagle Contracting. Should said underlying information prove inaccurate, Eagle agrees to indemnify BloAir and hold BioAir harmless for any loss or damage sustained due to said inaccuracy. In addition, any damage sustained by the BioAir Equipment due to said inaccuracies shall void the warranty of the BioAir Equipment, and the cost to repair or replace said Equipment shall be borne by Eagle Contracting. • All other existing contract conditions remain unchanged. Best Regards, BioAir Solutions, LLC Ron Donocoff - Project Engineer 24' TEE (TYP. 2) FL EL 322950 BURIED C281 CONDENSATE M-853 DRAIN ADJUSTABLE 35 PIPE SUPPORT (TYP. 3) ®VERTICAL PIPE SUPPORT (TYP.) ODOR CONTROL SYSTEM SECTION SCALE = 1/4'=1'-O" 30.36" DISCHARGE TEE WITH 36" BUND FLANGE (TYP. 2) lo- FRP HANDRAIL GENERAL NOTES: 1. REFER TO SHEET M-850 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 2. CONTRACTOR SHALL PROVIDE 0.5/SA/PVC AIR SAMPLE LINE FROM DISCHARGE STACK TO A MAXIMUM HEIGHT OF 3 FEET ABOVE GRADE AT EACH BIOSCRUBBER WITH BALL VALVE AT A MAXIMUM HEIGHT OF 4 FEET ABOVE GRADE. 3. NOT ALL FOUL AIR DUCT DAMPERS AND APPURTENANCES ARE SHOWN. LOCATIONS OF DUCT AND CONNECTIONS ARE PRELIMINARY AND ARE SHOWN FOR BIDDING PURPOSES ONLY. 4. DIMENSIONS DENOTED BY "*' ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE EQUIPMENT SUPPLIER. PROVIDE MINIMUM 6-INCH EQUIPMENT PAD UNDER ALL TANKS AND EOUIPMENT. REFER TO STRUCTURAL. NOTES BY SYMBOL 1. A INDICATES EQUIPMENT PROVIDED BY PRENEGOTIATED EQUIPMENT SUPPLIER. DUCT SUPPORT AND FITTING KEY: O= DUCT ANCHOR -TYPE SUPPORT Z%5 8 OB = BUBBLE -TIGHT DAMPER (REF. SPECS.) OD MANUAL BALANCING DAMPER (REF. SPECS.) EO = EXPANSION JOINT 364 OG M-853 DUCT GLADE -TYPE SUPPORT /:;;6\ 487 M-906 M-906 30" 90' BEND (TYP.) FLANGED PVC/FRP TRANSITION AT GRADE (TYP.) 18' MOW STRIP AROUND DOWNCOMERS 23 30"x42' PVC TEE 42/FA/PVC FROM FOUL AIR COLLECTION SYSTEM AIAN PLUMMER ASSOCIATES. INC. U O m a�a C) O U a � a O Ey a w x � N Ua4 Nz O cJ— 00 mat irH aa0. L)v 03 0 T- o O H UH a O z S AN 1 Cr. BAR 15 ONE INCH ON ORIGINAL DRAWING. � 4 ONE INCH DESIGNED _LON ORAVM _JAK CHEO(ED JPF REVIEWED JEC R 5- 269 "' 434 °l' M-851 9 CERTIFICATE OF INTERESTED PARTIES FORM 1295 1 of 1 Complete Nos. 1- 4 and 6 if there are interested parties. Complete Nos. 1, 2, 3, 5, and 6 if there are no interested parties. 7-7 OFFICE USE ONLY CERTIFICATION OF FILING Certificate Number: 2017-181715 Date Filed: 03/22/2017 Date Acknowledged: 04/10/2017 1 Name of business entity filing form, and the city, state and country of the business entity's place of business. Eagle Contracting, L.P. Fort Worth, TX United States 2 Name of governmental entity or state agency that is a party to the contract for which the form is being filed. The City of Lubbock Texas 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract, and provide a description of the services, goods, or other property to be provided under the contract. 12048 Construction of the Northwest Water Reclamation Plant - Phase 1A 4 Name of Interested Party City, State, Country (place of business) Nature of interest (check applicable) Controlling I Intermediary City of Lubbock Lubbock, TX United States X 5 Check only if there is NO Interested Party. ❑ 6 AFFIDAVIT I swear, or affirm, under penalty of perjury, that the above disclosure is true and correct. Signature of authorized agent of contracting business entity AFFIX NOTARY STAMP / SEAL ABOVE Sworn to and subscribed before me, by the said this the day of 20 , to certify which, witness my hand and seal of office. Signature of officer administering oath Printed name of officer administering oath Title of officer administering oath Forms Drovided by Texas Ethics Commission www.ethics.state.tx.us Version V1.0_RR CERTIFICATE OF INTERESTED PARTIES FORM 1295 loft Complete Nos. 1 - 4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos. 1, 2, 3, 5, and 6 if there are no interested parties. CERTIFICATION OF FILING Certificate Number: 2017-181715 1 Name of business entity filing form, and the city, state and country of the business entity's place of business. Eagle Contracting, L.P. Fort Worth, TX United States Date Filed: 03/22/2017 2 Name of governmental entity or state agency that is a party to the contract for which the form is being filed. The City of Lubbock Texas Date Acknowledged: 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract, and provide a description of the services, goods, or other property to be provided under the contract. 12048 Construction of the Northwest Water Reclamation Plant - Phase 1A 4 Name of Interested Party City, State, Country (place of business) Nature of interest (check applicable) Controlling Intermediary City of Lubbock Lubbock, TX United States X 5 Check only if there is NO Interested Party. 6 AFFIDAVIT c;��� • :,,,,•••. Zr 1 swear, or affirm, under penalty of perjury, that the above disclosure is true and correct. PAY p49, • ��O e? .��, ��• �® •'•.,F)` RE5 .. �. Si rae of authorized ent ontracdng business entity t°8�� •• . • 9 AFFIX NOTAR its-1 P WL �oF�tL��E Sworn to and subscribed before me, by the said U'tt'l& this the day of P0-b 20 17 to certify which, witness my hand and seal of office. Signature of officer administering oath Printed name of officer administering oath Title of officer ministering oath Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.0.883