Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Water Reclamation Facility, Phase 1, Change Order 3.pdf
h�o� SON CHANGE ORDER MAIERI E sr No. 3 DATE OF ISSUANCE January 15,2010 EFFECTIVE DATE OWNER City of Bozeman CONTRACTOR Williams Brother Construction . LLC Contract: Bozeman WRF Phase 1 Improvements Project: Bozeman Water Reclamation Facility OWNER's Contract No. SRF C303105-01 ENGINEER HDR/MMI ENGINEER's Contract No. 00..60746 You are directed to make the following changes in the Contract Documents: Description: Make changes identified in Change Proposal Request No. 004, 020, 022, 024, 025, 026, 028, 029, 030, 033, 036, 042, 043 and 044 as described in the attached documentation. Reason for Change Order: Cost savings and miscellaneous additional work. Attachments: Change Order No. 3 Summary with referenced attachments. CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price Original Contract Times: Substantial Completion: October 5, 2011 $ 36,362,233.00 Ready for final payment: January 8, 2012 (days or dates Net Increase (Decrease)from previous Change Net change from previous Change Orders No. 0 to Orders No. 0 to 2 No. 2 : $ 185,713.45) Substantial Completion: 0 ( Ready for final payment: 0 (days) Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial Completion: October 5, 2011 $ 36,176,519.55 Ready for final payment: January 8,2012 (days or dates Net increase(decrease)of this Change Order: Net increase (decrease)this Change Order: Substantial Completion: 0 $ (23,581.79) Ready for final payment: 0 (days) Contract Price with all approved Change Orders: Contract Times with all approved Change Orders: Substantial Completion: October 5,2011 $ 36,152,937.76 Ready for final payment: January 8, 2012 (days or dates) Contractor certifies and agrees that there are no additional costs or claims for extra work, additional time, delays or omitted items, of any nature whatsoever, associated with the subject change order items,except as identified and set forth herein and less expressly stated otherwise in the Change Order. And further,that the price agreed-upon herein represents t II o t and value for the subject work performed and the materials supplied under the terms of the contr ,fh t work quantities and value were properly determined and are correct. CTOR(Authorized Signature) Date RECO NDED BY: APPROVED BY: GINEER- Signature) OWNER(Authorized Signature) Date EJCDC 1910-8-B (1996 Edition Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated General Contractors of America and the Construction Specifications Institute. CHANGE ORDER INSTRUCTIONS A. GENERAL INFORMATION This document was developed to provide a uniform format for handling contract changes that affect Contract Price or Contract Times. Changes that have been initiated by a Work Change Directive must be incorporated into a subsequent Change Order if they affect Price or Times. Changes that affect Contract Price or Contract Times should be promptly covered by a Change Order. The practice of accumulating Change Orders to reduce the administrative burden may lead to unnecessary disputes. If Milestones have been listed in the Agreement,any effect of a Change Order thereon should be addressed. For supplemental instructions and minor changes not involving a change in the Contract Price or Contract Times, a Field Order should be used. B. COMPLETING THE CHANGE ORDER FORM Engineer normally initiates the form, including a description of the changes involved and attachments based upon documents and proposals submitted by Contractor, or requests from Owner,or both. Once Engineer has completed and signed the form, all copies should be sent to Owner or Contractor for approval, depending on whether the Change Order is a true order to the Contractor or the formalization of a negotiated agreement for a previously performed change. After approval by one contracting party, all copies should be sent to the other party for approval. Engineer should make distribution of executed copies after approval by both parties. If a change only applies to price or to times,cross out the part of the tabulation that does not apply. Change Order No. 3 Summary Bozeman Water Reclamation Facility, Phase 1 Improvements Summary This change order consists of fourteen Change Proposal Requests (CPR) and includes both cost saving items and additional work. The following is a list of the CPRs included in the change order: CPR Description Price Time 4 UFAT Basement ($ 74,436.57) 0 20 Glass Lined Plug Valves $ 5,751.64 0 22 Reduce Aerial Photos ($ 4,712.40) 0 24 Storm Sewer Cover $ 3,000.00 0 25 Riprap $ 25,512.01 0 26 Sanitaire Shop Testing Credit ($ 2,677.50) 0 28 Electrical Modifications ($ 64,766.38) 0 29 Adding Waste Gas Burner $ 78,049.00 0 30 Electrical Service Conduits ($ 7,031.11) 0 33 Clarifier Concrete $ 2,879.81 0 36 Utilidor Access $ 2,488.71 0 42 Flow Meter Changes $ 9,843.00 0 43 Plug Valve —4" $ 620.00 0 44 RAS/WAS Demolition Changes $ 1,898.00 0 Total ($23,581.79) 0 CPR 04 UFAT Basement Change This change removes the lowest level of the UFAT Pump Station for savings. Removing this level of the pump station will increase the effort for some maintenance activities; however, plant staff believe the cost savings outweigh the future maintenance costs. Documentation included for this change is CPR 04 showing the breakdown of the costs and recommendation. CPR 20 Glass Lined Plug Valves This change provides glass lined plug valves in lieu of standard plug valves at some locations on sludge lines. Documentation included for this change is CPR 20 showing the breakdown of the costs and recommendation. CPR 22 Reduce Aerial Photos The number of aerial photos required by the contractor has been reduced to one set of photos at the time of project completion. Documentation included for this change is CPR 22 showing the breakdown of costs. CPR 24 Storm Sewer Cover This change provides for additional cover over a portion of the storm sewer. Documentation included for this change is CPR 24 with a detailed breakdown and recommendation. CPR 25 Riprap Material and Extension This change provides for additional riprap along the East Gallatin River and modifies the type of material from concrete rubble to rock to meet permitting requirements. Documentation included for this change is CPR 25 with a detailed breakdown and recommendation. N:\2105\054\Construction Docs\Change Orders\CO 31Change Order 3 Summary.docx CPR 26 Sanitaire Shop Testing Credit This change eliminates the need for the supplier to shop test the aeration equipment. Documentation included for this change is CPR 26 with cost breakdown and recommendation. CPR 28 Electrical Modifications This change modifies the routing of supply feeders and conduits, eliminates the need for existing Switch Board No. 2, and provides a modified feed to Lift Station No. 3. Documentation included for this change is CPR 28 with drawing sheets, a breakdown of costs and a recommendation. CPR 29 Waste Gas Burner This change adds a waste gas burner into the project to allow for construction of the headworks facility. This item was removed from the contract when the contract was awarded as some of the bid items were not awarded. Documentation included for this change is CPR 29 with a detailed breakdown of the costs. CPR 30 Electrical Service Conduits This change removes the installation of the electrical service conduits from the contract. NorthWestern Energy will be installing the conduits at no cost to the city as part of the allowance provided in the new service agreement. Documentation included for this change is CPR 30 with detailed breakdown of the costs. CPR 33 Clarifier Concrete This change provides additional thickness of concrete for the secondary clarifiers slabs in a location where multiple mats of rebar intersect. Documentation included for this change is CPR 33 with a detailed breakdown of the costs and recommendation. CPR 36 Utilidor Access This change provides for a light weight access hatch for Terminal Box 2 on the Utilidor to allow for ease of egress and entry. Documentation included for this change is CPR 36 with a detailed breakdown of the costs and recommendation. CPR 42 Flow Meter Changes This change modifies the type of flow meters utilized in a portion of the project as the meters scheduled to be utilized have been found to not work on glass lined pipe at the facility. Documentation included for this change is CPR 42 with detailed breakdown of the costs and recommendation. CPR 43 Plug Valve—4' This change adds one 4" plug valve to allow for ease of maintenance and operation in the future. Documentation included for this change is CPR 43 with detailed breakdown of the costs. CPR 44 RASMAS Demolition Change The footing and wall connection to the existing RAS/WAS structure required modification as the condition of these elements was found to be different than anticipated. Documentation included for this change is CPR 44 with detailed breakdown of the costs. End N12105\054\Construction Docs\Change Orders\CO=hange Order 3 Summary,docx Change Proposal Request Documentation CPR 004 fal 'A MORMON CHANGE PROPOSAL REQUEST 4,9 MAIERLE,ihc (riot a Change Order) Project: Bozeman WRF Phase 1 Improvements CPR No.: Q04 CPR Date: 3/12/2009 Date Sent to Contractor: 3f1212009 Date{teed from Contractor: TO: Williams Brother Construction Please furnish your proposal for executing the following changes(s): Alter the elevation of the UFAT floor,moving it up appro:amalely 8.39 feet See revised drawings attached HDR/MMI ��14 Date: 3l12t2009 TO: HDR Engineering, Inc./Morrison Maierle,Inc. Proposal: cost Credit (A time extension is n ired for this modification unless otherwise detailed and justified.) ,v Contra r Date _ 2-�/�-y/ TO: Accepted/Not Accepted HDR/MMI:Date Accepted/Not Accepted Owner: Date Recommend acceptance �� James Nickelson October 7, 2009 r- M O co N v, V to M o � M r M � �r r r ch N CO C) co Cp r- to LL U ro v v °�° °�-° Nv cri o a ao 0 r E CO _1 J pc- OLnD KoO CJ0 NO O r- 7- O m CV CM 'V N Q O r e- Icr CO Lo LO - 000? rN M rLQr LQO �. C? C� M LO r.-M � co U LLLL. LL LL 0 � 0 � 0 uj ff--- Cl OOQ � � �r M rMC0 �' 4f` c O !- F- O co U) C CT>- >- M L) u- LL M C? }� --1 _i 7. U) C? U 0 0 g 0 0 O Q C O � O O OG CAOO a Nr � t00 'd' d 1 ( (� r IN NC:) 0L U L .. a C) o 0 J � fin M W J C L .- O cCL _ c 0 Q a R Clt Q � m Z p c w D >E Q LL Z � E O a) a ". a a a � a A E 0 Lp 0 Q 0 04 'D x o � fu - a)�sxm X� .00 < LL U- < Luvex ❑ u (nuam � � fill 'MORMSON CHANGE PROPOSAL REQUEST MAIERLE,Inc. (Not a Change Order) Project: Bozeman WRF Phase 1 Improvements CPR No.: 004 CPR Date: 3/12/2009 Date Sent to Contractor: 3/12/2009 Date Rec'd from Contractor: TO: Williams Brother Construction Please furnish your proposal for executing the following changes(s): Alter the elevation of the UFAT floor,moving it up approximately 8.39 feet. See revised drawings attached HDR/MMI ��14 A,-- Date: 3/12/2009 TO: HDR Engineering, Inc./Morrison Maierle, Inc. Proposal: Cost Credit (A time extension is not required for this modification unless otherwise detailed and justified:) Contractor Date TO: Accepted/Not Accepted HDR/MMI: Date Accepted/Not Accepted Owner: Date FERVENT ER M HANISM- 202-FD-OI PRE-MANUFACTURED ROOF—� / SYSTEM SEE SHEET 0202502 I '-NEW BAFFLE I "NEW WEIR NEW OVERFLOW LAUNDER NEW WALL •'SKIMMER ARM EX ST WALL / :A' FLiL{c NATION —SCUM BOYLi -� _ rEt- 0203DOI� E ia,L 2 INFLUENT OM MFLUENT COL" • 02D2DGT ••FEEDWELL W/ SUPPORTS (12-U" pu x 3'-6' DEEP) ••ED (5'-0"DIA. 2'-6"DEEP) CORE DRILL NEN & EX51 WALL(TYP', --CAGE (2'-10"SO) R=2A-0• .-PICKETS 0 24"O.0 • -RAKE ARM� IN. \ G ELEV=4598.56 WAL Dc ui Slu; `• ,� , T5060-22 q_FPS 1 I l I I UNDERSLAB PIPE ENCASEMENT 6-PSL T506G-Gt SLUDGE POCKET— '�-� COMPOSITE SECTION -I/y-_t _p 0T02DDT Y FERMENTER i 4-0' FLAT AREA - / \\\ +8" CENTER COLUMN** SLUDGE POCKET CONC ENCASE \ \ SEE DETAIL T5060-CT \♦♦\ / 6-PSL \ / CCNC ENCAS< < \ \ / SEE DETAIL t5060-0T 4-FPS DETAIL + '+ 3/2009 UFAT FLOOR CHANGE PROJECT MANAGER D HARMCN _ DESIGNED BY T.MEYER DRAWN BY J.HALLFORD JORRISON CHEAIERLE,INc. wr.Er.Nnrt�.nd<emrym ' '•'" "� - 7f2006 REVISED PERMIT SUBMITTAL SET - 6/2006 PERMIT SUBMITTAL SET SSUE DATE DESCR PTICN PROJECT NUMBER 00000000DOW/46 AFC �w. .0 f l'yi s�L 4-PV 0203003 4-D A �f1F �\ 0203[X)2 4-PSC 8-PV f TO �' �.i 4-PSC \ HOSE B188 tttP)� 4-FPS -� 1544C-11 II B-FSN^___ , 4-FPS ` +- 202-AE-01 r 202-AE- tA2. �8-Pvi I 6-TSN I 4-PV (TYF pF 4) i 4 r-. I 4-TPS -r O G EXISTING GRAVITY THCKENER- I 92C30CJ SEE SHEET DZOODpt \ E THICKENER SLUDGE N PIPE GRINDER 3-0 ENCASEMENT T 203-SG-p1 15060-Ot 4- PS I E_=4598.57 HICKENE' j SLUDG Al � 203-Tr C B-FV ' p2C3DC2 4-7PS B-PSL 3/4-HPA FROM GRMITv THICKENER BLUG EL24607 00 s 13/4-HPA FUTURE HEAT EXCHANGER 15060-18 - TYP D 1 \4r 1s B-PSL F EL=4601.83 LOWER FLOOR PIPING §7/2008RE\nSEo AT FLC9R CRANE PROJECT MANAGER ID, MARMON DESIGNED BY T.ME�'ER DRAWN BY J.HALLFORD I MORRISON � CHECKED BY J MAIERLE,INC. PERMIT SUBMITTAL SET 6/2008 PERMIT SUBMITTAL SET SSuE DATE DESCRIPTION PROJECT NUMBER 000000000G60746 Y1 203-LCP-D, -EF-01 SEE SHEET 0203MOt DAVIT CRANE WITH ADJUSTABLE FOR MECHANICAL PLAN JIB. FLUSH MOUNT BASE \� 36x36"HATCH(TYR) 08305-01 FLUSH MOUNT BASE R" KIND FLANGE ��' FIN FLR EL-4E09.50 u �. 4 EL=4607.55 2-D B-PSL 4-PV 4-NPW `3/4-HPA (TYP) G EL=46C5.05 EL-4603 55 L V 4-PSI j �- FUTURE HEAT 15 4-TPS 3/4-8V p 069-70 z„Q TO HOSE 0�88 EXCHANGER �U''11 p SUCTION P p 4-PV FL EL-4598.57 ,.� S w 13442-31 EL=4599.35 + (TYR) p =p�p O 4-CNVFIN FIR Ft 8-FSN n4 0 // N, THICKENED PRIMARY THCKENED PRIMARv 3/4-BV SLUDGE PUMP 15050-,0 SLUDGE PUMP . *\\ 1 203-7PSP-02! 203-7PSv-Ot `-TRENCH DRAM „ Typ) PIPING SECTION �1 4-D ,1YP) y,-�,•_D- o2c3eo+ I SAMPLE TAP-�\ 202-AIT-O, CL EL-46G755 / FIN FLR EL-4609.60 '•5]C0-07 r F 4-NPW r 2-D \ FLOW 3/ -HFA TER SCUM PIT 4 I SHEET 0202 4-FPS 2D2-FM-]Ot I rq EL=4505.0 — 4-FSC t\ 202-Pi-05 ,�, t 5060-10 a-Pv 202-FIT-01 p 4-PV U 202-AE-D1 -r 6-FSC FI 1=D6G-1BLL EL B-PV 202-AF 02 4-GKV CL EL-4599.55 8-FSN HOSE - EL=4197.02 R!BB SAMPLE TAP t5100-G7 FIN FIR Et=4596.62//� i-j TRENCH DRAIN ' ' FERMENFER SCUM TRENCH DRAM EL=4593.62 ` PUMP \ 202-FSCP-Ot PIPING SECTION SUMP PUMP 15060-17 2D1-DP-01/02 11076-01 y�•_, _o- o2a3901 i V 3/2009 UFA' FLOOR CHANGE PROJECT MANAGER D. HARMON _ DESIGNED BY T.MEYER DRAWN BY J HALLFORD J1 MORRISON � CHECKED BY J�u MAIERLE,INC 7/2008 REVKFD PERMIT SUBMITTAL SET 6/2006 PERMIT SUBMITTAL SET ISSUE I DATE I DESCRIPTION PROJECT NUMBER 000000000GfG-l' KEYNOTE: i I 0 � o 0 0 G EL=459 e FIN F,p Ft=41.96 H7_ o PIPING ROOF HA TYr OF 3/4-HPA \ 0 n GEL=460645 y 4_PV FIN FLR E.=4609.SC 1) 4-TPS �- 6-HWR � 4-FCS J / `y EL=4603.55 6_ -Hw5 EL=4 �" 4 4-TPS 6-SPT (T G EL=4600.86 0 0 0 4-TM C. i 'ELL a. 98 87 ( e EL=46G3.55 EL=45 = _ o ¢ E1=49 2X+-HWR c 1a469t.19 4-IPFM 2p-HwS __ -_ 0 6-HWR EL-4596E2 TRENCH ERAM 6-Hw5 FN FIR EL=459662 0 CONCRQTE STEP A 6'TALL x 71'wlpE PIPING SE( r T 3/2009 UFAT PUMP STATION SECTIONS AND DETAILS MORRISON ' J-' MAIERLE,INC. M F+r,4+ -+�aan� y t• 2 FILENAME 02032-C?Ow3 5HEE7 MY En:ineenr�.1: — 7/2008 - 6/2008 2009 SCALE AS NOTED 0203D03 ISSLE DATE Change Proposal Request Documentation CPR 020 EDR -IJ MOR MON CHANGE PROPOSAL REQUEST _i_IWMAIERLE,Lic (Not a Change Order) Project: Bozeman WRF Phase 1 Improvements CPR No.: 020 CPR Date: 7120109 Date Sent to Contractor: 7120109 Date Reed from Contractor. TO: Williams Brother ConstructJoon Please furnish your proposal for executing the following change(s): Provide glass-lined plug valves in place of plug valves and ball valves called out on clans on piping from the fermenter to the gravity thickener(one 4".one 6"and one 81. Valves are called out on Sheet 02001301c•Section A and Detail 2(6-BV) Sheet 0200DD2—Section B(4-RV)and Sheet 02031301 c(8-PV1. HDR/MMI Date: TO: HDR Engineering,Inc.]Morrison Malerle,Inc. Proposal: , Cost /a52. a Credit (A lime extens' fo this modification unless otherwise detailed and justified:) Contractor . �.. Date F:!,T/—0/ TO: AcceptedlNotAmepted HDR/MMI*Date Accepted/NotAccepted Owner.Date Owner has decided not to include 8" glass lined plug valve and instead has requested that a glass lined spool fitting be installed at the planned location for the 8" plug valve. Based on information from WBC the following is recommended: 4" valve additional cost= $2,339.71 6" valve additional cost= $3,043.61 8" spool reduced cost=-$472.01 Subtotal= $4,911.31 Total with Markup = $5,751.64 Recommend Acceptance James Nickelson September 23, 2009 {ze P1L� 1 OI . wbcbil From: Kellen Gamradt JKgamradt@gmail.comJ Sent: Monday, August 31, 2009 5:57 AM To: wbcbil@mcn.net Subject: Glass lined plug valves Barr}, Below is the pricing on the standard(non-glass lined) plug valves you asked for last week: (1) 4" -$357.12 (1) 6" - $518.92 (1) 8-' - $673.34 Glass limed prices shown below. (1)4" @$2696.83 (1) 6" @$3562.53 (1) 8" a $4394.50 Price differences: (1)4"= $2339.71 (1)6"= $3043.61 (1) 8" _$3721.16 1 should have the ball valve pricing for you sometime today. Thanks, Kellen Are on Sales Order# 8309215 Glass Lined Plug Vlvs ETA 12-14 Weeks. 8f31/2009 Change Proposal Request Documentation CPR 022 fal MORRISON CHANGE PROPOSAL REQUEST ,:�-iLJ MLERLE,INC. (Not a Change Order) Project: Bozeman WRF Phase 1 Improvements CPR No.: 022 CPR Date: 7/31/2009 Date Sent to Contractor: Date Rec'd from Contractor: TO: Williams Brother Construction Please furnish your proposal for executing the following change(s): In regards to aerial photos required in Section 01060 Paragraph 1.7 A 4., reduce the number of photo shot intervals from every 4 months to once at the completion of the project. Aug 2009 thru Oct 2012 Eleven sets (11)@&400 per set& .071 markup $4712.40. HDR/MMI James Nickelson Date: 7/31/2009 TO: HDR Engineering, Inc./Morrison Maierle, Inc. Proposal: Cost Credit $4,712.40 (A time extension is not required for this modification unless otherwise detailed and justified:) Contractor Date 8-27-09 TO: Recommend Acceptance G� HDR/MMI:Date 9-14-09 ce Accepted/Not Ac Owner: Date Change Proposal Request Documentation CPR 024 MORRISON CHANGE PROPOSAL REQUEST ..;�sJ'MAIE1U,i;Nc (Not a Change Order) Project: Bozeman WRF Phase 1 Improvements CPR No.: 024 CPR Date: 08-24-2009 Date Sent to Contractor: Date Rec'd from Contractor: TO: Williams Brother Construction Please furnish your proposal for executing the following change(s): Fill area of Storm Sewer that will be exposed. Strip area 1537 ftz .50/ftz Load and haul site fill 335 yd3 1.25 per yd3 Grade and compact 335yd3 2.50 per yd3 Topsoil and seed 1537 fe .50/fe Total $2,793.25 Mark-up @17% 474.85 Proposal: Cost $6,061.35 Credit (A time extension is not required for this modification unless otherwise detailed and justified:) Contractor—a r�.rc2Zio Date 8-24-09 TO: Accepted/Not Accepted HDR/MMI: Date Accepted/Not Accepted Owner: Date Per discussions with Barry Curtis on September 16, 2009 a total cost increase of$3,000 was determined to be equitable. Recommend Acceptance James Nickelson September 23, 2009 Change Proposal Request Documentation CPR 025 MORMSON CHANGE PROPOSAL REQUEST MAIEM,INC (Not a Change Order) Project: Bozeman WRF Phase 1 Improvements CPR No.: 025 CPR Date: Date Sent to Contractor: Date Rec'd from Contractor: TO: Williams Brother Construction Please furnish your proposal for executing the following change(s): On Sheet 0000C16 extend the vegetated riprap 20 additional feet up the river to provide additional bank protection.Additional cost to use rock for rip-rap in lieu of concrete rubble option Material cost increase for 1000 ton of rock @ 32.00/ton 32,000.00 Material installed for additional 20' 150 ton @ 84.00 12,600.00 Mark-up Material @ 17% 6,562,00 Mark-up Installation @ 7% 420.00 HDR/MMI James Nickelson Date: August 14 2009 TO: HDR Engineering, Inc./Morrison Maierle, Inc. Proposal: Cost 582 Credit (A time extension is qu' d f his modification unless otherwise detailed and justified:) Contra or Date TO: Accepted/Not Accepted HDR/MMI: Date Accepted/Not Accepted Owner_Date Recommend $25,512.01 per attached breakdown based on actual quantities used in the work. James Nickelson 12/14/09 Bozeman WRF 12/14/2009 Riprap CPR 025 Total Quantity 568.78 tons Base work vs. extension based on ratio from WBC Proposal Base work 494.59 tons Extension 74.19 tons Total 568.78 tons Base work at$32/ton $15,826.92 Markup $ 2,690.58 Subtotal $18,S17.50 Extension at$84/ton $ 6,231.85 Markup Install ($40) 7% $ 207.73 Markup Material ($44) 17% $ 554.93 Subtotal $ 6,994.51 Total $25,512.01 Change Proposal Request Documentation CPR 026 fal MORRISON CHANGE PROPOSAL REQUEST MAIERLE,Ltic. (Not a Change Order) Project: Bozeman WRF Phase 1 Improvements CPR No.: 026 CPR Date: Date Sent to Contractor: Date Rec'd from Contractor: TO: Williams Brother Construction Please furnish your proposal for executing the following change(s): In submittal 11088-01 Sanitaire offered a$2 500 credit to accept past data in lieu of the shop testing required in the Specification. HDR/MMI Coralynn Revis Date: August 14,2009 TO: HDR Engineering, Inc./Morrison Maierle, Inc. Proposal: Cost Credit $2500 (A time extension is not required for this modification unless otherwise detailed and justified:) Contractor Date TO: Williams Brother Construction Credit is acceptable with 7.01% addition for contractor's fee. Total credit calculated to be$2,500 plus$177.5=$2,677.50 Recommend Acceptance HDR/MMI: Date September 23, 2009 Accepted/Not ed Owner: Date Change Proposal Request Documentation CPR 028 faq & MORRISON CHANGE PROPOSAL REQUEST A,� MAIERIIE m (Not a Change Order) Project: Bozeman WRF Phase 1 Improvements CPR No.: 028 CPR Date: 09/02/2009 Date Sent to Contractor: 09/02/2009 Date Rec'd from Contractor: TO: Williams Brother Construction Please furnish your proposal for executing the following change(s): Delete 1600A fused disconnect supply to existina SWBD-2. Delete feeder from 140o-SWBD-01 to existing SWBD-2. Provide three-phase fused diso2nnects with curtent limiting fuses inside 1400-SWBD-01 for the following eguipment: • MCC-PT: 100A • MCC-F;350A • MCC-LA;400A • Lift Station 3:175A The existing 480-2 300 V step-up transformer( ear the exisbna diaester/control buildingi serving Lift Station 3 is leaking and needs to be replaced Install Owner-furnished new 150 kVA,4$0-2,300 V step-up transformer near the existing re-located truck storage building as shown on attached 1400E00 mark-up. Splice into the exisbna 2,300 voltage feeder at an appropriate nearby location Supply necessary disconnects conduit cable and accessories Increase size of Morton Building fused disconnect supply from 50A to 150A. Changes to routing of supply feeders and conduit and cable shown on attachments. HDR/MMI Date: 09/02/2009 TO: HDR Engineering,Inc./Morrison Maiede,Inc. Proposal: Cost Credit . 3 V (A time extension is equ' ed r this modification unless otherwise detailed and 7 jjustified::), Contra or Gate "ZZ7"0 Ip TO: Accepted/Not Accepted HDR/MMI:Date Accepted/Not Accepted Owner:Date Note comment regarding transformer size on attached mark up of Mountain States breakdown. Recommend Acceptance James Nickelson September 25, 2099 0000Nq' r) PtD r to N r In Nb O m O N r a O� N O a l"1 M C �-1 m m w r m tD to r•i w N m O N Of M O 'N M � � ai to ea rri lei r rn o ri to o oa r vi to o vi 1�i to .+ o.i N o Z ko w $ 1 1 I 1 l� Zr1 to N Or to to I= r Mmm of.-t 000 0, 0 m M H N N M r a .-t of r M H1 r �'� a m O a (")P O lap i } 0 99 0 0 O[r i O O m r 0 0 N N tG v 0 0 0 0 o t t 00000 OtD o0 000g00000soOoo [V � � 1 t 0 t O CD � an oo m ooln oM Is� N a otrtaPM N * � m ,-1IorN� ama. tDN mrrNm c� ln Op 1 vrnty t+ rl to o nth .am N nra� NN �gaji Q p o M m N .na 0Corm InNw w am N rn m 1� Q O1 1 P 1 ig 32 04 LLt N rn O NNa++-[ foN ri o mr 1 w O w b M m .4 0 r+to F N m to o In m to w 1 M mNm Nmm ONOtP 10 .-tO.-1 rtr to .l W ^ iy � A rt"1000N m17 ri07 e-iNe�tory .-I r1 � C1 2 " W C O1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q O m O O g 0 0 0 0 0 o 0 0 0 0 o a o 0 O 0 0 0 U. m oo o o to o ori.i in to to ry cq to o o Ln o to it r- t, O O O OOMOO r N r m0 Otor N N N l �) NmN 1 o Otoul a W G M m to to u'1 in h O VI 01 to •.� UUUUva ro2�L os2gL d.jOT * m a azx a a. toek+00-t SQ Inm a w r�it° ayLr `r� oN agm Ni t� A H D w iG W E., ^W� A: cG R O En F. EtH 2 W .-t H N m tPxQ h A O 0 ♦ Z 0 '�Y" H N d1 U i..1 H N 1"1 W X X X X X �v roiS � U33 � rAN 0UwMNMMM � �aH inCh W v: H01 E `,:�' `xr,' S x N Ed 0: = PV4 9 , A O A 0 a 1Q X. H N > � I] 9CXXO i-+ C7 xx 00 > ID y7,� cz00 \O UUU UUE+ w Q O +i O lilw mtv -W c Nw : i > >> > > Dtn t xatn �T £ m Ntp dR�k SCN .Y. N ft*-NN W W Ct 1L At U NN 0Ur't S C� t m E Q2 MO to to to O0Nw0 N 0% q 0 r t q r o 0 0 o m N M 4 Q. CD w OD O O P V' w P T 4 'T to t-t t 4 q UO 0 O Hrl H.-1 rlr m m < C4f�J(nl I�lOCa $;I'&ITI $ Chance Order Proposal IICCT RIt�[ <O NTRRCib R , ING. j Change Request No: CIO 47 To: WILLIAMS BROTHERS Date Of Proposal: 91212009 Job#: 09-005 PR# #28 Job Name:BOZEMAN WRF PHASE 1 IMPROVEMENTS Attention: BARRY CURTIS Work To Be Done: PROPOSED DEDUCTIVE COSTS ASSOCIATED WITH CP#28. Hrs: Rate: Labor Hours: -162 $ 42.81 $ 6,935.72 Supervision Hours: 1 $ 47,54 $ - Labor Burden-included Total Labor Dollars. $ (6,935.22) Travel Time&Subsistance: Hrs x Rate $ Small Tools as a%of Labor: 0.00% %Of Labor $(6,935.22) $ - Material&Supplies: $(55,083.W) Tools&Equipment Rentals: $ - Estimation, Manager review&Admin Costs: $ Additional Safety Costs: 0.00% %Of Labor $(6,935.22) $ - Additional Milage,Transportation Costs: $ Cleanup&Handling Costs: Consumables: $ Warranty: CUTLER HAMMER QUOTE $ 1,488.89 i Estimated Job Disruption/Delay Costs: $ - ther Misc.: $ Total Other Costs: $(53,594.11)i This change requires a time extension of: days. Pricing voidlsubject to revision after Total Estimated Dim t Casts: $(60,529.33) The costs represented in this Change Proposal include only those costs which can be identified MARKUP 0.00% $at this time. No impact or delay costs are Included. Should it be determined that the project is impacted $at a later date by multiple changes,delays,or other causes beyond our control,we will submit these Subtotal: $(60,529.33) at that time. BOND 0.00% $ - GROSS RECIEPTS 0.00% $ Total Proposed Chango Order price: $ 60,529.33 Submitted lay. _ Terry Rizzuto Date 9212D09 Approved By: Date: Title Project Manager/Estimator Mountain States Electric *" BID TAKE-OFF DETAILS -- FORMAT 2 **.lob: BOZEMAN WWTP *.lob Number:7533** Bid Date: 10Mt2008 R R Page 1 Date 9/21/2005 9:34:21 AM Assembly Materiel Malarial Labor LaborHr Number Descri'Quon Count Each ExhwKfed unit Extended BID JAREA ISYSTEM JES77VATOR 11WRadew CP#28 1<No Nama> I<No Name> I<No Name> I<No Name> <lyo Name> 00500 Miscellaneous Items 0.00 600 MCM XHHW CU STR -12000.00 7.508 -90094.80 O.D51 -613.20 250 MCM XHHW CU STR -3000.00 3.280 -9839.10 0.035 -105.00 #6 XHHW CU STR -1600.00 0.364 -582.56 0.012 -18.40 #8 XHHW CU STR -535.00 0.239 -127.70 0.010 -5.30 #2 XHHW CU STR 4900.00 0.888 4351.20 0.017 82.32 #410 XHW CU STR 14700.00 2.815 41446.65 0.035 517.44 2/0 STRESS CONE3CMP LOG 25K 3.00 6.375 19.13 00575 HV TERMS 1.00 35C.000 350.60 04005 2" GRC 275.00 3.512 965.83 0.148 40.84 #12 XHHW CU STR 825.00 1.062 875.99 0.027 13.06 $4 XHHW CU STR 275.00 0.679 186.62 0.013 3.47 04705 2" GRC TERMINATION 2.00 4.621 9.24 0.373 0.75 2" GRC 90-FIELD BEND LABOR 12.00 0.735 8.82 14000 PVC DB 2" X 1 BAS SPAC 5' -135.00 1.133 -152.90 0.057 -7,67 14100 PVC DB 3" X 1 BAS SPAC 5' 500.00 2.052 1025.75 0.071 35.55 14102 PVC DB 3" X 2 BAS SPAC 5' 600.00 4.103 2461.74 0.142 85.32 14104 PVC DB 3" X 3 BAS SPAC 5' 565.00 6.154 3477.24 0.213 120.46 14230 PVC OB 4" X 6 INTR SPC 5' -570.00 16.780 -9564.83 0.641 -365.20 75912 COT, REAM, THREAD 2" RIGID 6.00 0.480 2.88 81829 25KVA 480 208/120 TRANSFORME 1.00 6.000 6.00 2" UNTSTRUT STRAPS 27.00 1,568 42.34 0.045 1.22 CHAN 1-5/8X1-518 P1000HS-10GR 27.00 3.167 85.50 0.036 0.97 CUTTING CHANNEL (BAND SAW) 27.00 0.049 1.34 91837 150RVA 480 208/120 TRANSFO 1.00 12.000 12.00 Totals -162.42 Grand Totats -5.5883.81 -162� Page:1 Date!W2112009 9:34:21 AAA V V E—=E3 CCD This quotation constitutes an offer to sell which offer expressly iimltu acceplanco to the terms of this offer on the back of this ouotabon. This offer"I be firm For a period of thirty rlayli(10)from the date of this otter. Subjoct to th e extra Buyer u creditwotthineaa,fho return of this form ve"a Purrhm Order number or any other reasonable mannor of effort people acceptance wlkl bo aufriclont to form an ngmemont an the tones and Cw4ltiom on tho bock of this quotation. O 1211 S.27th Street Went -� BILUNGS,MT 59102 ooeaanoH �a 406-2524H76 495--258-9M-Fox 75� To: Mountain States Electric Data:9-21-09 Project Numbor. Project Name: Bozeman WTP -Change CPR028 Account Ftoprerentat : 0,We Wider Attn: Terry Rizutto item Quantity Catalog Number and esscrip on Unit Price URA Total Price 1 lot Change,or,follows $1,488.89 E $1,488.89 Delete 1600A fused disconnect to SWBD-2 Add - 3Ph 100A dlaonnect With Rms-a(MCC-PT) Add- 3Ph 175A disonnoct with Fuses(Lift Station 3)1 Add- 3Ph 400A disconnect with 350A fuuos(MACC-F) Add- 3Ph 400A disconnect with 400A furses(MCC-LA) TOTAL F.O,B.Point of Shipment,Torma:Not 30,Freight:Propald and,-_ALLOWED Page 1 of 1 1M.-I, MORMON CHANGE PROPOSAL REQUEST -a-Aiii MAMRLE,iNc.iN (Not a Change Order) Project: Bozeman WRF Phase 1 Improvements CPR No.: 028 CPR Date: 09/02/2009 Date Sent to Contractor: 09/02/2009 Date Rec'd from Contractor: TO: Williams Brother Construction Please furnish your proposal for executing the following change(s): Delete 1600A fused disconnect supply to existing SWBD-2. Delete feeder from 1400-SWBD-01 to existing SWBD-2. Provide three-phase fused disconnects with current limiting fuses inside 1400-SWBD-01 for the following equipment: • MCC-PT:1ODA • MCC-F:350A • MCC-LA:400A • Lift Station 3:175A The existing 480-2,300 V step-up transformer(near the existing digester/control building)serving Lift Station 3 is leaking and needs to be replaced. Install Owner-furnished new 150 kVA 480-2 300 V step-up transformer near the existing re-located truck storage building, as shown on attached 1400E00 mark-up Splice into the existing 2,300 voltage feeder at an appropriate nearby location Supply necessary disconnects conduit cable and accessories Increase size of Morton Building fused disconnect supply from 50A to 150A. Changes to routing of supply feeders and conduit and cable shown on attachments 7 HDR/MMI 11 �'j ;'" Date: 09/02/2009 TO: HDR Engineering, Inc./Morrison Maierle, Inc. Proposal: Cost Credit (A time extension is not required for this modification unless otherwise detailed and justified:) Contractor Date TO: Accepted/Not Accepted HD WMMI: Date Accepted/Not Accepted Owner: Date i 3 46 27 M �y M I/iry'4Ei LJ �—- - —• 0 /2 24 r " 9 - #3 I:RGJE=VAt -ERIC kARION r� 4 _ GESi2 N s es m — GRAWN B"li'J.HA*tr J UMORRISON MAIERLE,Lac. --— _- MMs^!^��'�7K _ 7f20--E PF"MED C-ER&M Si*M^'TAL!Z-7 _- 1 - �6/Zli�b iPLRutt �;6MTrsAi SEr I ISSUE L'RTf UE�CRIW71Qr7 capJ•_.r r,lr+.15_AlG�J�GDTa�05�i.5 L "+ � d 07 0176 i2 f \—EXSnNG 3 a — ii. PROJECT W.WER D. HARM04 D_SICy D BY M.BRANDT DRAWN By MORRISON TER. 1�!MAIERLE,Itic. �7/r2%3 P.EM•Se'ii �Ektl!1 S_UBM7TA;_SET --------—. �,/DLB FEkAr..VAUMAL SET t_SllE - wE I D_h^R(FibN RDJLC: :cJMEEKI0L0006D 0067:s6 s T T;Xry+ n�,TES sr;�wn an F AN LIPEAKER SSE i 1 2-5`C0NDU!M UTI-`TY MIR MOM. JV 12.47kY--480V SEF'rCE'=.�TPfhCE S1SA: r — — —F 3,MAN 3) ELEC'RL�C1tiLY SEMACE 7tY z 1 BREAKER 2DOW NOTE 6 �j (3) (___—___— THRQI + Sr I C2? fI rM SURCE, METEMNQ { PROTECTIONOU;PutTlf I DLVICE SPD NOT. I G ♦ N � I 1- I � h ) � I 1llm4 30 125A M=k 2O 10004T MAl �1 11t1 1I �� �2 !T �M EQUPMENT \J — I { GROMS - 1 1 J2 AWO I I �Cft NOTE 4 i I 21 ;t 39 28 I I f ! f NOTE 5 NOTE 5 NOTE 5' NOTE S i III I I STz WATER' � t" I I PPr 1 I • t 1 f • I I I I I I I I 1 r µ I r to N �. J 1 { I Uy BU;X9 a � I n n I - _ __ - ----- ---� �-"i {,r• I T} WCEE A.4WAMON NrCMiMOJtt�I>_7lJ!`lEfTll."Fi a AIMA-TERLZ,lNr-. MDR{prtRplC — 7/Y0S a£Vt1Eb PERNr SLSNR±fa SET - -- —� FSL'E CArc CESCwP'ION pR.".."sCT NUNS=R�E;rQOOQC�Q5Q746 4:--l- 3 ------------ 2Q4;t Z04-2 3 -1 10D-t: 30Q-2' OG-i 1•-t. t-2 40i1_;.. 3p0�2 204-7' 2 303�t. " .04- - 0 . �. •204-21 '2D4-4-,• .34 Ra0-Z -�_2- -SDp�7 3"• i 4" A" aao`t 206-5 _sIS`—G 30Lt=$ 3!tD-il 0 x-50-3 . t.$ ;0 s " SEE DETAIL 16135-Dt SECTION SCALE: NiS lappEot SECTION A ORIGIN AEM47701i DESCRIPTION DUCT IAUCL SIZE CONDUCTOR I.JM$ER k SIZE PEPS PRIMARY FEED A - 1 T.04-1 4" 3 # GOD KCM, 1 250 GNO iap0-St480-OI PRIMARY FE D A - 2 204-2 4' 3 P 600 KCM• 1 .50 GND 140D-SWBD-Ot PEPS PRIMARY FEED B - t 204�-3 t 3 f 60D KCM, i SO GND I t40D-SWBD-OI PRIMARY FEED B - 2 FEPS 204-4 4 3 G00 KCM. 1 250 GND t4p0-SWBO-Ot PEPS SPARE 4. _-- 1400-SWBD-01 SPARE 2Da-S 1400-SW$D-D1 PEPS 2D4-6 4 - BLt>G PEPS F18 R OPTIC 2D4-7 2 -- PEPS PHONElINTERCOM 204-$ 1 LAB ADMIN BLOC 3 600 KCM. 1 250 GND 14D0-SVY8D-Ot BIONER $LD+: PRIMARY FEED A - t 300-1 4 t400-51�tBD-Dt I R BLDG PRIMARY FEED A - 2 300-2 4 3 600 KCM, 1 250 GND 4 3 EDO KCM 1 2S0 GND t4D0-Sri2D-Ct BLOWER BLOG PRIMARY FEED B - t 300-3 140D-S�rEU-Ot BLOWER BLDG PRIMARY FEED H - 2 300-4 4 3 600 KCM, t 250 GN0 t4p0-Stitt-aD-01 SLOWER BLDG SPARE 3c0-5 a -- I4OD-SWBp-Ct BLOWER LD3 SPARE 3Dp-b 4_ -� 1405-SWBO-01 BLOWER SLOG FIB: OPTIC 3DG-7 2 I PRIMARY FEED 20O-T 2 4 1 350 KC M-t 4 2 GND 1400-SWBD-01 GRAVITY TH:CKEHER SPARE 200-2 �3_ --_ t494-SW80-01 GRAVITY TKC:KENLR t400-SWBD-Ct UFAT BLDG PRIMARY FEED A 203-1 3 4 O, 1 Z Gh0 146D-SWT3D-01 UFAT isLUG PRIMARY FEED B 203-2 3 4 0, 1 2 ON &wARE 2D3-3 3 --- t400-SWBD-01 UFAT BLCG PRtKAhRY FEED A tDD-1 3 3 a/0, i 2 GND iAD4-SWBO-Ot NEOd3YepRKS 100-2 3 3 4 0. 1 2 GND t400-SYiBD-Ot M' 3RKS PRIMARY FEED 8 tD:r --�- --- 140 -MD 0- L__ II `ORKS- SIRE 51gBp _ IMARY ED 1. 6Q0 K t 250 D~I _ 14 0-SWB -a1 PRIMAR+ FEED 2 4 600 KCM. t F 250 CND t4D0-SiW8D-01 .'SLtiBD -2 4 600 KCM. t f 250 GND 1400-SWUU-01 3 1-3 4` r 54tBD -2 4' a 6D0 KCM, i 250 GND I 1400rSWBD-Ol s St1B0 ^2 F BINARY f EO 4 14 59YBD-Ot SWBD - SP c .1-5 4 s - SPAS Y-6 4 - _ 1 - -SW D-Oi:' .SVfBD t2 �I PRI EED 3 .'2,- - .4Dp-SYtB -p1 LIFT STATION 1- q00-2 2- -- 14D3-SWBD-..t uFT STATION t SPARE 500-1 Z' 3 1f0. i-'4VGND td01-SWED-Dt Uc>_STER CNTI BOG 1 PRIMARY FEED BG0-? 2- _ 14�0-SIYBp-Ot f..GESTER CNTL BLDG t SPARE 10, 1- tp GNO SitE LtGf 11NG ChTRL Pt: C RCUtT t IiGHTS 4HDYAC. t-PH FEED 1-9 t 2 � CIRCWT 2 LIGHTS ;BdvAC, 1-PH FEED t-t0 1' 2 A 10 1 9 10 GND SITE LiGliTING CNTRL Pk. , gr'r 1 jG �ti 1 wl�i: 11eo-iw:CC1-a! W.C+,- F SC,KP•V FI i:i, .^,. - �'• 71► .I�p, t� � C1N f) I,,tyR•-.�•w Q,4-Gt 1W L,C- f �++ ..1+i: ..t D—,s,.t y.• -•c^ , ,yi L ..r1- ' y,_t•F' I>=.. PROJECT MAWER D HAW/DN _ f D`VWCD By M,Pq-DT i I ano''N BY J.HART MORRISON �� c*�,_:.K� er..FOLLY MDRIM.w•W K I ---- --�le;zr,G2 i:�LeM;s sueMnT.I sR _...� 5UL I DATE I OE CftiAi. t a a QJEC1 tt:nf'D?IC^?D �.6a:'6?TaG c11 ACT t _ �[ MORRISO�' 121—: t 1><1l iL.L1RLE f 1NC, C,K DAll PAiF OF 1 ! 40 . - — ri b � -Y� n 1 i• i►t},max. iy C L ' �Rft.'vA-4 E -� i F/v '►1' -L v: �t�!•i ATlrilJ i"�1t:.I�-EN�IL �-.�Cr;.�� r�'.+^^sr#�!,.. 1-2 t-7• ' BOO-1 8(0�?-3 saD—z eoa-4 t-4 t-3 � o 0 o -• '718 1-5 _ 4" 4 SEE DETAIL SECTION /�1 SECTION J _c, —� .ORTI - flVG] 'JUC--SIZEL COND1fL: OlL4 uI0ER x •..z r - PkiMA!2Y FEED I 1-1 4' 60O KCM, 1 0 GND tgOa�SWBD-Ot i SW9D PRt�tfRY FEED.3 }-Z 4 4 k 60D KCM, t 250 GND- 1 14O0-SVlHD-Ol SWBD -2 4 SOD KCM. 1 25D GNO 1400-SWH0-01 SWBD -2 PfaVhk2Y FEED 3 t-3 4 SWBD -Z PR,MAW FEED 4 1-4 4- •! 4 GOO KCM, 1 f 250 G`�O 1400-SWB0-�D1 - SPARE 1-5 4" 1400-SvrBa-Ol SWBD -2 ! J lgp0-5W8D-Di SWBD �2 $PARE i 1-b I 4 '`- '14DD"�545'H[z=D1 ~0'CER CNTL SL-M - _ PRI RY v 140L-5VitsD-01 D:GESTEP, CNIL BLDG Ml SPAR B00-3 i Z -- lA8 AOMIN RAG =-STER CNTL MIN- 1 PIHER OPTIC 806-4 I 1• - LAB/AOMIN BLIIG DIGSTER CNTL BLDG I PHONE INTEF.COM tao-4: 100-1 t00 SEE DEIAII D 5-01 , . - - SECTION n SCAT F• I B SECTION K DUCT !DUCT SIZE CONDUCTOR NUMBER S:ZF. I ORIGIN i DEVINATION DES-'.':RIPMnN 100-1 1 3" 3 4 4 0. 1 p 2 GND 1400-SWBD-01 HEADYrOkKS ! PRIMARY FEED A t00-? 1 3" i 3 . 4/D• l E 2 GND 1400-SWBD-01 f HEADWORKS PRIMARY FEED H 1400-S1180-11 -I HEADWORKS SPARE 100-3 3 -- 5 C n CIRCUIT 2 IJGHTS •480'JAC, 1-PH FEED 1--1O 1 1" 2 ,0• , 10 GND ITE LIGHTING NTRL Pt- F,RER OPTIC 100-4 2- I --- LAB/ADVIN RIDE H;EADWORKS 100-4 2 i - - LAB/AD41LY BLDG I HEADWORKS SPARE LAS ADM1N 9.DG HU.DYiDRKS PHONE/INTER=OM 106-5 1 I --- HE.ADWORKS FiSER OPTIC UFAT DLOC 203-4 2" --- VAT RI:OG HEADWORKS I 5PAF(: 203-5 2" 1 _ _ ,a. fir` r' r�.9 f'i•s. PROJECT L XW!R D. W-MON —' DSGNi HY td.O WK13T yr, DRAWN BY J.NATZT L MORRISON CHECKED VY T.Fb EY �� �1 MAIERLE,1r,c. � — GJ20G8 !FEF.44ff SUc6t(TTALS�i iSJUE CAiz I D--`-�''••� 'N PROJECT NUTABERIG�CD:; :-J•].G746 F• • - YOB Sot-13 sDt--7 :6ot—t •-- •bDi-11 sot-s-: r'•"� • C7 .� 69 1-1-6 Col L 601-1607.-52 , ,601-5 SEE DETAIL J 16136—D1 SECTION sCtiE: rtTS ++atn' _ SECTION M i o NV USER 57E OP.ICIN I DF.^FINA'f10*! t Df:SCRSP710N DUCT IDUGT 12� CONDUCTOR PILI_9£R k %� FACittT: I MOTOR FEED 60i-1 S" 3 k 10. t t0 GN0 t4J0-MCC-Ot I kAS iA5 . b01-2 3' S t0 t 10 CND 1400-MCC-01 ( RAS K'AS FAC1LtTY a2 lAOTOR FEED 601-3 1' 3 10, 1 10 GND 14gD-MCC-01 RAs%WAS FACILITY k2 M0T0k FEED G01-4 10, 1 d' 10 GND 1400-MCC-•O1 I RAS WAS FACILITY =2 t MOTOR FEED 601-5 t' I 3 $ 10, 1 / 10 GND 1400-MCC-01 { R>S/Y:AS FACILITY IF MOTOR FEED 601-G °" I 3 t0,, t d 10 GND t400-MCC-•Ct ! RAS/WAS FACILfT'•' 2 I MOTCR FEED G01-7 I 1- 3 !v 10. 1 $ 10 GND 1400-MCC-0t RAS WAS fAC1LfT' p2 I MOTOR FEED 601-8 3 tO, i d 10 GND 1403.-0-IC-0; Pv5 WAS FACIL17�' 2 MOTOR FEED 60,-4 r' 3 A 10. 1 d 10 G1 D 1400-MCC-•01 I RAS/V11Z FACILITY �2 MOTOR FEED 601-10 1 1` 3 10 i f 10 GrrD 140D-NCC-01 RPS/1'lA5 FACILITY .'L MOTOR FEED 6D1-it 10. 1 10 GND 14 DD-MCC-G1 kA5 WAS FACILITY '2 MOTOP. FEED EOi-t2 I 1` --- 140D-NCC-Gt RAS vlAS FACILITY 02 SPARE SPARE GOt-13 i 1' I __ 740�-bt^,C-01 RAS- u5_ FACILITY 4W SPARE GOi- 4 1 I 1' I -- 14CD-lJCC-01 I RAS 7A5 fAC'ILf1Y f2 601-t t' --- 1400-MCC-01 RAS vuu FACILITY 2 ! SPARE 3 2. 1 04 G'JD LIFT STA'IDN '.2 TRj,-M STORAGE B.DG PRLNAP.'Y FEED LW: AGER5 HARMON DES;:NED 9YI 6 JiDT ate- DRAWN HYIJ tiAKT OJAIORRISON � i --- CHECKED aY T.MLEY MAIERLE,Dic. ii/2 (PERWI 5t::♦CT1AL S.9.T (r•,C,;JC ( CZE"'R:R*t:-yi FR017 CT 7w0�4 :P1�4'JC�^.'J:1C.'6D%SG �t AREA C - SEE SHEET 1400E03 }� FOR TRENCH SECTION LOCATIONS ' " a = on A_ 211"7YR j o way /27 ` F7 !, 70 To " ww Lj7=— Lc: Loc LCG YRL tiIICr---tG'?'�..ur-_ram: fa {s 15 E< AREA D - SEE SHEET 1400E04 FOR TRENCH SECTION LOCATIONS MOSS BRIDGE ROAD 26 - — — _ 0 HARMON F- MORRI50N 'ZH=CKED 8Y:FC_C`.' IUR -1.1 MAIERLE,m- w,x.....,-..•,....•.......- .un c,�v.-.rwc r. _ "12QL5 RcV..=Ci FcFM?f iL�9Mi7A_�E'7 _ — --�_- Fi.r4i+? rL9U,TTA_ i_ lS GA'F lic�CR; ICN� crG. :UE �rS:O"v ]DOL :G'4E 6b�2-2 •-. G10O2-i3 G02 4•©� J =602:14 602-t 602- 16735-07 �` ••�.� SECTION N D SALE: 91S 114mun SECTION 0 DE53:NATION DESCRIPTION DUCT DUCT SIZE CONDUCTOR NUMBER ik S1ZE ORIGIN PRIMARY FEED 602-1 1" I 3 l0, t O Ct;D 40G^SWED-01 CLARIFIER 5 400-SW8D-Ot CLARIFIER ".5 SPARE 502-2 1 --- ?400-SWBD-01 CLARIFIER 46 PRIMARY FEED 602-3 1" I 3 6 10. 1 ?0 CUD 1400-s BO-Ol CLARIFIER 'fi SPARE 602-4 1 -- SCUM PUMP I PRIMARY FEED 602-5 1 3 70. 1 10 GND i400-SWBD-01 SPARE _ ?400-SWBD-Ot SCU►d PUMP 6D2-6 1" 1400-SWBD-01 CLARIFIER 45 CONTROL []DE2- 1Z6 -12 CONTROL73 1 8 72 140D-SWBD-D1CLARIFIER 6f2-74 1" 6 l l2 1400-SWBO-DI SCUIN PUMP CONTROL 7E00^1 t10Q-4 480- 30 r1-7 �, 204-7• . •t, i o-a 1300-- 1 17OI+-2 tiDD-5 - .J ((7 y s00 t300-1. t .. !. �,• \� 03- SEE DETAIL 16I35-07 ; ``N . . ,tit',/: � �.. .t�I . ... ; • .. SECTION /�1 SCALE: NIS 1+� z SECTION P DE7? P. DUCT SIZF CO`IDUCTOR NUMBER & SIZE ORIGIN DE"TINATION I DFSCRIP"70N DUCT 4" 3 >I 600 KCM. t k 250 Gk0 t400-SWBD•-01 I DI35M CNTRL / SOL"JS HNUL PkIUARY FEED A 1 t 00-2 4 3 60O Y.^.Id, 1 2Ci0 GND 1400-SYMD-07 DIGSR CNTRL SD_75 HNDL PRIMARY FEED B t 700-3 4 - 1400-SWBD-07 D',s-,R CMTRL / SO-OS HFIOL S- 1400-S14tBD-Ot DIGSTR CuTRL ! rO DS HNDL SPARE Mf�ROTURE�shE) St00 3 4. --- 1400-SWBD-01 D-,uSTR CIdTRI SOLICS HNDL SPARE 0.111 OTURB'IiE t400-SWBD-Ot W BLOC PRIMARY FEED A 90O-t 3. 3 4 0, 1 2 C1,40Gh"j 1400-SWBD-01 W BLDG PRIMta4Y FEED B 900-2 3" 3 1410, 1 2 G>vD 140D-SWBD-01 W BLDG SPARE S00-3 3 PRIMARY FEED A 1300-I 3" 3 to 4 O. t 6 2 GND l400-SWBD-0t LAB/ADMU BLS t«OO-2 3" 3 4J0, i 2 GND 1400-SWBD-01 LA8lAULCN BLDG I PRIMARY FEED B 73IIo-3 . 3" 1•COD- BD-D1. L ADM+ _ 5.° E _ -- t4 D^'01 MDR 4 L G SO A, t-T 2" 3 6, t@ 8 GND - kIMARY F -3-� l` UND LIFT AI 2 TRUCK S7 -l-$ £ DG f0, 1 10 GM1D Si"+.E LIGHTING CNTRL PNL CIRCUIT 3 Ll^uHTS 460VAC, t-PH FEED 1-12 7" 2 LAB/ADM.:N BLDG PEPS FIBER OPTIC 234-7 2 --- PEPS / SY.'00-07 rHONV!; TERCOA! 1300-5 2" -_ t VADM1N BLDG PROJECT MAu+.:.ER D.HM M(W DMs-4_0 Sy M.&WSIDT DRAWN BY J.K411T MORRISON -1 MC�tECKED sY T.FCLEY MAIERLE �6:t0J6 �i.At: 5UUMirm — IaSUE I CATE FROJ-cCT HDN9CRt�9::v7GG��t;07e5 1 - I 4 taaa-14 lsea�-1a .RAYS IN UTILIDOR 1100-3 1700-2 1100-1 t--B 4r (4'), l`l s-16 77 3j 4" 4" 1100-4 1100-5 SECTION rtrao SECTION Z DUCT II DUCT SIZE CONDUCTOR NUMBER & SIZE ORIGIN DESTINATION DESCRIPTION 11D0-1 4' 3 j 600 KCM, 1 j 250 GND 1400-SWBD-01 D.G57R CNTRL / SOLIDS HNDL PRIMARY FEED A 1100-2 4 3 600 KCM. 1 0 250 GND 1400-5WBD-01 D:GSTR CNTRL SOLIDS HNDL PRIMARY FEED B 11OD-3 4 - 1400-SWBD-01 I DiGSTR CNTRL SOLIDS HNDL SPARE 1100-4 4 --- 1400-SWBD-D1 €7GSTR CNiRL SOLIDS HNDL SPARE M.=1URBINE) 1100-5 4 --- 1400-SWBD-01 DiGSTR CNML SOLIDS HNDL 1 FpA.4E wcPOTURB:NE 1-8 2 3 i 2, 1 #4 GND LIFT STATION #2 TRUCK STORAGE 3LDG I PRIMARY FEED 1-16 S 4 2ff.14 I 900-LCP-CI 1200-YA-05 WARNING 8EAC0N 5300-13 4 LAB ADM:N BLDG NOTE 1 FIBER OPTIC 13C0-tc 4" NO LAS/ADLIIN BLDG E 2 P40NE/INTERCOU t.OTE l: mGESTER CONTROL k2 SOLDS IV.ND pdG BLDG NOTE 2: DIGESTER CONTROL f'2/SOLIDS kANDLING BLDG, TRUCK BARN 4 O SEE DETAIL 16135-01 SECTION A-A_ 5=A , NTS Far z FECI7DN A-A DL'Ca 6 DUCT SI7.E' CONDUCTOR NUM11EP & SM.. I ORIGII7 � DES71NATi0N D�CUFTTON 1-B 2- 3 M '[. 1 4 G:'D LIF1 STATIDtf #2 ( TRUCK STORAGE ELDG PRIMAL`! fEE❑ I-AB/I.OMiN BLDG TP,UCK STORAGE EL DO -OM • - +( is cl:r:t•. .,. _. Yt.- .a L+t ..+'+ 'u. .. art-•h-. - i i +�.FL - r - � PR0._CT MA11AGE:R D. PARMON Y - VEMONED BY M.R;'MDT x f�L1 t'T DRAWN BYjJ.Nlfi CH J MSOIQ I ,.CY,E7TT 8Y T.FD..F.1' ..._... MAIERL,�, r.,"... l__-- - ._^,/<saas IFcRIA1I _L�4i!TTAL Sri I:a^J� � L'ATI: C::;:h;P i;ON nRO..a.i NUL+;,E�•IaaDC=�u-:.=]!:G74G LOC. 7 I ,LOC. 6 r ' LOC. S. 1 LOC. 4. 60 •77 / t © .66 464 � t .L5566 5 ; 45, 41 3? (7")'• ,� ' ��•J� 64' ' i 46 '42 367 ' I 61 67. 53 5 78 67 63 � n36 1 r 58 �.© .1 47 43 39 BO 2" .) 73' .69•' 8g:• ..59. ^5' .a ! 48 44 40 ! SEE DETAIL f I SECTION S:A1.: N t49fYDt 40Q'C2 14{IpEM f SEMON A-E DUCT t i EE DUCT SIZE! CONDUCTOR NUISHER & SIZE [ ORIGTN DESTINATION DESCRIPTION 1-9 i 1 2 id. 1 10 GND SITE LlGlhTWG CNTRL PNL CIRCUIT 1 LIGHTS 4804C. 1-PH FEED 1400-LC -01 30 -LCP-01 ETHERNET 300-36 t 2' -- 140D-MCC-01 I 910REACTOR k3 SPARE 3DO-37 1 t 1400-MCC-Dt 1 303-CV-01 MOTOR FEED 3D0_38 1' 1400-MCC-01 A 303-CV-02 MOTOR FEED 300-39 1` 1400-MCC-01 303-GV-03 MOTOR FEED 300-40 1 I 1400-MCC-01 1 3D3-CY-64 MOTOR FEED 30C at t 140Q-MCC-Ot t 303-Lv-aS MOTOR FEED 300-4e 7' 1 7400-4ACC-Ct i 303-Cv-05 MQTQR F D 300-43 1- 1 t400-MCC-01 1 303-CV-07 I MOTOR FEED r 300-aa 1 3 iU. 1 is GtJU 14DD-MCC-01 303-MRP-01 MOTOR FEED 300 45 1" 3 S0. 1 10 CND 1400-MCC-01 303 MRP-02 MOTOR FEEO 300-45 t' 3 10. 1 i0 GNO 1400-MCC-01 3D3-MRP-03 MOTOR FEE, 300-47 1 t 3 # 10. 1 0 TO GND 1 1400-MCC-01 303-SS-01 MOTOR FEED 3D0-4B 1 -- 1400-MCC-01 SCREACTDR 0 1 SPARE 3pp-49 2 6 0 10.3 t GND 1400-MCC-01 EIOREACTOR 3 LIGHTING 30D-50 2 i a 10, 2 t0 GND 14DD-MCC-Ol 112REACTOR 3 RECEPTACLES i s 3 # SO, 1 i0 GND I400-MCC-Ol EIOR EACTOR 3 WELDER REGPT 300-51 . 500-52 ' 1 3 # 10, 1 10 GND 1400-MCC-01 303-MIX-04 MO7QR FEED 300-53 i 7 I 3 4 10. 1 10 CND 1400-MCC-ol 303-MIX-GS MOTOR FEED 3D0-5A E 1' - - 146D-MCC-07 L4iORFAGT:) 3 SPARE 300-55 i 1 --- /400-MCC-01 B10RcACiOR 1 SPARE 300-56 1 t - 1400-MCC-01 304-MIX-04 MOTOR FEED (FUTURE 3DD-57 i 1 --- 140D-MCC-Qt t 3D4-MIX-05 MOTOR FEED FUTUH'e) 3DD-58 i I --- 1400-MCC-Ot i RIOREACTOR 01 SPARE 300-59 1' I 14DO-MCC-01 eloRLACTQR #4 SPARE 300-6D2- 1I 1400-LCP-Di -404-LCP-01 ET NE HERT (FLPfURE 3D0-fi 1 Z 1 --_ 1400-MCG-Ol i BiUREACTOR JA SPARE 300-E2 I --- 14DO-MCC-0 3D4-Cv-Ot M37OR FEED FUTURE 300-63 1 - 140D-MCC-01 304-CV-O2 MOTOR FEED FUTURE 300-64 1 --- 1400-MCC-01 i 304-CV-03 I NOTOP. FEED (FUTURE 103-55 t` -_ 1400-MCC-Ol 304-CV-04 MOTOR FEED fUNRE 3OD-55 1 I -- 14OD-MCC-01 304-Gtr-OS MOTOR FEED FUUTURE 300-67 i - 1400-MCC-01 304-CV-06 MOTOR FEED FUTURE 3D0-68 1 i I - - 1400-MCC-0 30a-CV-07 MOTOR FEED FUTURE 140D-MCC-01 3p4-MRP-01 MOTOR FEED FUTURE 300-70 1" -- 14OD-MCC-01 304-MRP-02 MOTOR FEED FUTURE 300-71 1 -- 1400-MCC-01 3D4-MRP-03 MOTOR FEED FUTURE SoO-72 I 1 I 14OG-MCC-01 30A-SS-01 MOTOR FEED FUTURE) 300-73 ) - 1400-MCC-01 I 9IDRE=UR a SPARE 300-74 I 2' --- 1400-MCC=01 $iOREACTOR 4 LIGHTING 300-75 2 I --- 14DD-M 'CC-01 E'DREACTOR 4 RECEPTACLES 300-76 1.5 i - 14DO-MCC-01 9'.-IPEACTOR #4 WELDER RE CPT - 300-77 t -- 140D-MCC-01 t 304-MIX-01 MOTOR FEED 14GO-MCC-01 304-MIX-02 MOTOR FEED 1400-MCC-01 f $04-WX-03 MOTOR FEED 1400-MCC-01 OREACTOR 04 SPARE �-'• PR01%C) MiWAG:R D. HARMDN ( DESIGNCA BY M.ERANDT X u MORRISON � CHECKED BY T.rC_Er J�.�MAIERLE,m- rewe >z C7/2005 ft'N=D t-ERW SUBM'TTAL SET FER)NT C_3MrTAL SE'[I DESCRP—MU FROaett ht)Mr WOO- 060746 Change Proposal Request Documentation CPR 029 I-al -d EMOPIUSON CHANGE PROPOSAL REQUEST ;J-tA MAIERLE,lxc (Not a Change Order) Project: Bozeman WRF Phase 1 improvements CPR No.: 029 CPR Date: 09-10-2009 Date Sent to Contractor: Date Redd from Contractor: TO; Williams Brother Construction Please furnish your proposal for executing the following change(s): Provide gas burner deleted with Bid Item 2. Breakdown attached Proposal: Cost $92,552M Credit (A time extension is not required for this modification unless otherwise detailed and justified:) Contractor /Y 071. Date 9-10-09 TO: Accepted/Not Accepted HDR/MMi• Date Accepted/Not Accepted Owner: Date Recommend to accept at a cost of$78,049.00 per attached revised breakdown i� James Nickelson October 26, 2009 Waste Gas Burner-CPR 029 Gas Burner Assembly 1 ea $27,678.00 $27,678.00 Install 8 hrs $45.57 $364.56 Crane 2 hrs $150.00 $300.00 Control Panel Support Structure w/ Hood 1 ea $2,500.00 $2,500.00 2" Flame Trap 1 ea $1,490.00 $1,490.00 Install 2 hrs $45.57 $91.14 4" Pressure Relief Valve w/Flame Trap 1 ea $7,826.00 $7,826.00 Install 2 hrs $45.57 $91.14 Automatic Drip Trap 2 ea $3,825.00 $7,650.00 Install 2 hrs $145.57 $291.14 4" SS Piping 1 LS $2,441.00 $2,441.00 Small Diameter Piping 1 LS $250.00 $250.00 Natural Gas Piping 1 LS $250.00 $250.00 Install 12 hrs $45.57 $546.84 Valves 1 LS $631.00 $631.00 Install 2 hrs $45.57 $91.14 Vault 1 ea $9,894.00 $9,894.00 Install 8 hrs $34.06 $272.48 Crane 4 hrs $150.00 $600.00 Misc. Material 1 LS $250.00 $250.00 Start-up 1 LS $3,200.00 $3,200.00 Sub-Total $66,708.44 Mark-up .17 $11,340.43 Total $78,048.87 fal '" IMMISON CHANGE PROPOSAL REQUEST 'i M RM wG (No#a Change Order) Project: Bozeman WRF Phase 1 Improvements CPR No.: 029 CPR Date: 09-10-2009 Date Sent to Contractor Date Reed from Contractor. TO: Williams Brother Construction Please furnish your proposal for executing the following change(s)- Provide gas burner deleted with Bid Item 2. Breakdown attached Proposal: Cost $92,552.52 Credit (A time extension is not required forthis modification unless otherwise detailed and justified) Contractor 2 (."u/cZ`co Date 9 t0-09 TO: Acoepted/Not Accepted HDR/MMI:Date Accepted/Not Accepted Owner:Date w oa.�enwww OAK o�rwww�y DIGESTER GAS/BIO-GAS PROPOSAL for Boman, MT WWTP Prepared: Greg Hinson Date: August 21, 2009 1.0 COMMERCIALSUMMARY 1.1 SCOPE OF WORK 1 O GSW MnYI Ol.c Oarwa.q • Engineering and design of the equipment • Fabrication, procurement, and assembly of the equipment • Inspection and testing of the equipment at Groth Corp. • Standard factory painting • Packaging for domestic shipment • Manuals and documentation 1.2 EXCLUSIONS • Civil and foundation design • Seismic Calculations • Anchor nuts&bolts • All upstream /downstream piping to the equipment • Electrical and fuel hook ups • Bolting Kits for equipment connection • Port and unloading charges • Custom duties and taxes • Third Party Inspection • Supply to Customer of Shop Details J Fabrication Drawings • Installation of Equipment including Cranes and personnel G There are no bank guarantees, performance bonds, or warranty bonds included in our scope of supply or price. Cost for these requirements will be added on to our base price quoted as options. • No technical assistance or training is included in our scope for any equipment other than the stated Purchase Order requirements • Document Legalization Costs • Start-up commissioning 1.3 EX!;INP17f0NS I CLARIFICATIONS • This equipment is quoted as per Groth Corp. understanding of the customer's requirements. gQUIPMENT DIESCUPTION 1.4 2 camnew aye 0"mpr.y Item*1 Flame Front Generated Waste gas burner Model 8392B-04-1-ASR290242 4",ANSI 150# RF flange drilling Carbon Steel construction/cast iron inspiriating venturi Pilot gas: Natural Gas Pilot supply pressure: XXX PSIG Waste gas flow rate @ 1/2"WC pressure drop: 20,000 SCFH Windshield includes a bevel design to prevent downdraft and flame licking. Burner nozzle includes "Vortex Vanes"to insure biogas/air mixture. Sumer is self-supporting on an ANSI 150#flange for winds up to 200 MPH,and a seismic coefficient of 0.2. The automatic pilot ignition control panel is housed in a NEMA 4 enclosure,providing automatic pilot ignition upon receiving a signal from the pressure switch. Pilot controls provide sparking for a pre-determined time or until pilot is lit and will provide an alarm contact for"Flame failure" if ignition is not realized within the adjustable time limit. "Flame failure" alarm operates anytime a flame is not sensed while the system is in the operate mode. A reset switch is provided to reset the control system. A switch is provided on the control panel for manual mode and will override automatic mode. A status contact for"Pilot On"is also provided at the control panel. Status lights are provided for"TIC Monitor OK", "Pilot Gas On", "Pilot Flame On", and"Pilot Flame Failure". The control panel includes necessary pilot controls to provide automatic"start-up",flame sensing, reignition sequence for flame Failure, and automatic"shut-down" on"contact-open" signal. A solenoid valve is provided to operate the pilot fuel on/off function. The pilot system provides a stoichiometric air/fuel mixture by utilizing an inspiriting venturi and senses the pilot flame by use of a thermocouple for more accurate registration. The maximum pilot fuel consumption is 45,000 BTU/hr. The electrical input of the control panel is 115 V,single phase, 60 Hz, 10 Amps, Grounded Neutral. The contacts for remote monitoring are(1) Flame On-N.O. 5 A @ 115 VAC and (1) Flame Failure- N.C., 5 A @ 115 VAC. The minimum pilot fuel input is 9"WC- 10 PSIG supply pressure (blower required for lower fuel pressures)(regulator required when fuel supply pressure is greater than 10 PSIG). 3 s Cenenw+.d.G�a.gwy Flame check is included in pilot line. The pressure switch is explosion proof,with an operating range of 4" -20"WC with a 0.4"- 0.6"WC deadband. Shipping weight: 1000 lbs. Item#2 Pressure relief&vacuum breaker with flame arrester Model B80OA-04-1151-BOO 4",ANSI 125# FF flange drilling Aluminum construction/Buns-N diaphragm Aluminum pallet and stem,aluminum flame bank element Set pressure: 16"WC Air flow @ 1001D)b OP: 65,100 SCFH Set vacuum: 2"WC Air flow @ 100%OP: 14,900 SCFH Tested @ 15 Psig Vent valve and flame arrester are two independent items of equipment; however,the valve is mounted on the flame arrester by means of a bolted and gasketed flange connection. Pallets are center and side guided and incorporate replaceable synthetic rubber seat inserts. Pressure pallet includes removable lead weights for adjusting settings from 2"to 15"WC in 1"WC increments. The vacuum pallet is weighted for 2"WC setting. The bank assembly is of the spiral round, crimped ribbon design for easy removal in one piece from the housing for inspection and leaning. The flame arrester is approved by factory Mutual's laboratories. All-WeafJrer Internal Coating Shipping weight: Approx. 100 lbs. Item#3 4 Safety Diverter Valve Grath Model 8800SDV-04-55-TTZ 3 Way Multi-port Sall Valve Size X" RF ANSI 150# Flange Connection T-Port"H",Full Bore, Low Pressure drop,Transf low design Suitable for mounting (2)Two PVRV's with Flame arresters for isolation Valve body: Stainless steel Valve trim (ball): Stainless steel Seat: PTFE Teflon Hand Lever 316 SS Elbows Shipping weight: Approx. 225 lbs. Item #4 Blanket Gas Regulator 3011HP-A-5-E-1-4-0 1"FPT Connection 316 SS Construction FEP Actuator Diaphragm/Bona Soft goods Pressure Set 6.5—50"WC Supply Pressure: 200 Psig Max Supply Gas: Natural Gas Item#5 Sediment trap with drip trap and sightg1ass Model 8330-06-5-FIIO 06", ANSI 1 50# RF flange drilling Welded 316SS construction Allowable pressure drop: XX"WC Air flow @ pressure drop: )=,)=SCFH Capacity: Sediment: XX.X gallons Liquid: XX.X gallons MAWP 5 PSIG The operating principle for removing sediments from gas is the centrifugal force developed by a circular motion of gas entering at a high velocity,then gravity as the gas undergoes a large reduction in velocity. One 1" NPT drip trap connection, with a model 8460-3-1-ISO drip trap connected, and one 2"drain connection. Also includes a model 8180 sight glass, 1/2"diameter X 12" high, including 5 f brass valves. Shipping weight: Approx.620 lbs Item#6 Sediment trap with drip trap and sightgiass Model 8330-10-5-F11O 10", ANSI 150# RF flange drilling Welded 316SS construction Allowable pressure drop: XX"WC Air flow @ pressure drop: XXX,XXX SCFH Capacity: Sediment; XX.X gallons Uquid: XX.X gallons MAWP 5 PSIG The operating principle for removing sediments from gas is the centrifugal force developed by a circular motion of gas entering at a high velocity,then gravity as the gas undergoes a large reduction in velocity. One 1" NPT drip trap connection,with a model 8460-3-1-NO drip trap connected, and one 2"drain connection. Also includes a model 8180 sight glass, 1/2" diameter X 12" high, including brass valves. Shipping weight: Approx. 700 Ibs Item #7 Flame trap assembly Model 8500A-04-1111-0 4", ANSI 125# FF flange drilling Includes model 8530 thermal operated shut off valve Aluminum construction/Buna-N diaphragm Model 7628 flame arrester. 125 FF ANSI flange connection Aluminum construction. Aluminum flame bank. Pressure drop: 0.5"WC Air flow @ pressure drop: xx,xxx SCFH The thermal valve portion consists of a fusible element release and a spring operated plug type shut-off valve. The fusible element will release at 260 deg F gas temperature and is replaceable without disassembling the valve. A sight glass is included to permit visual observation of the plug position indicator. 6 The bank assembly is of the spiral round, crimped ribbon design for easy removal in one piece from the housing for inspection and cleaning. The flame arrester is approved by Factory Mutual's Laboratories. Shipping weight: Approx. 100 lbs. Item #8 Flame trap assembly Model 850OA-06-1111-0 6",ANSI 125# FF flange drilling Includes model 8530 thermal operated shut off valve Aluminum construction/Suna-N diaphragm Model 7628 flame arrester. 125 FF ANSI flange connection Aluminum construction.Aluminum flame bank. Pressure drop: 0.5"WC Air flow @ pressure drop: xx,xxx SCFN The thermal valve portion consists of a fusible element release and a spring operated plug type shut-off valve. The fusible element will release at 260 deg F gas temperature and is replaceable without disassembling the valve. A sight glass is included to permit visual observation of the plug position indicator. The bank assembly is of the spiral round, crimped ribbon design for easy removal in one}piece from the housing for inspection and cleaning. The flame arrester is approved by Factory Mutual's Laboratories. Shipping weight: Approx. 150 lbs. Item#9 Foam separator Model 8600-04-5-1110 04",ANSI 125# FF flange drilling 316SS construction Designed to eliminate foam and remove particles from the Digester Gas Discharge. Foam and solids removal is accomplished by: first, 7 .oawow.0 d..e camp..q directing the flow into a baffle that is located in an oversized chamber. Secondly,the gas is subjected to an extended exposure(dwell time)of a continuous water spray. As a result, the foam is knocked down and removed through the drain. Level switches are supplied to provide alarms in case the water level should rise above the drain level. At this point,a signal is sent to the spray water solenoid valve for automatic shut-down. The system will automatically reset when a safe water level is reistablished. The large reservoir and baffle design will provide an extended "dwell" period to insure the elimination of foam and will provide additional flow capacity with a low pressure drop. Flow indicators are provided to allow visual assurance of the drain and supply water flow. Maximum working pressure is 1 PSIG (27.7"WC). Shipping weight: 1,400 lbs. Item #10 Foam separator Model 8600-06-5-1110 06",ANSI 125# FF flange drilling 316SS construction Designed to eliminate foam and remove particles from the Digester Gas Discharge. Foam and solids removal is accomplished by: first, directing the flow into a baffle that is located in an oversized chamber. Secondly, the gas is subjected to an extended exposure(dwell time)of a continuous water spray. As a result,the foam is knocked down and removed through the drain. Level switches are supplied to provide alarms in case the water level should rise above the drain level. At this point,a signal is sent to the spray water solenoid valve for automatic shut-down. The system will automatically reset when a safe water level is reistablished. The large reservoir and baffle design will provide an extended"dwell" period to insure the elimination of foam and will provide additional flow capacity with a low pressure drop. Flow indicators are provided to allow visual 8 assurance of the drain and supply water flow. Maximum working pressure is 1 PSIG(27.7"WC). Shipping weight 1800 lbs. Item #11 Model 8170-30-2-PO Manometer Gas connection: 1/4' NPR Pyrex tube/solid acrylic assembly Indicating Length: XX"WC Indication divisions: 1/10"WC Single tube,well type manometer with a direct reading scale suitable for maximum pressure reading of XX"WC. Float check valve included for overpressure safety trap. Scale is adjustable from exterior of housing. Housing suitable for indoor and outdoor service, and fitted for wall/panel mounting. Green indicating liquid(S.G. 1.0)provided. Shipping weight: X lbs. Model 8130-30-04 Manometer panel Manometer panel for y units. Lightweight steel construction/stainiess steel petcock Allows for the installation of Y manometers side by side. The manometers are connected to a vented petcock for zero calibration,and to a common panel vent port equipped with a flame check(1/4"). Shipping weight: 25 lbs. Item#12 Sediment Trap Drain Pumps Vanton CC-PY18 Designed to provide gentle pumping action to move fluid without coming into contact With metal parts Seal less, self priming,rotary thermoplastic pump Constant speed Dive 9 WMI Interior wall: Rugged Thermoplastic Outer wall: flexible elastomeric finer Eccentric Shaft Motor HP: 1/4 Explosion Proof Item #11&12 Fisher Control Valves Self-Contained,diaphragm controlled Spring loaded,Field adjustable 1.5 EQUIPMENT PRICING CING items# Groth Model# Description unit$ Qty Extended$ 1 8392e-04-1-ASR29o242 4" FFG Waste Gas Burner $27,678.00 1 $2.7,678.00 2 88MA-04-1151-BOZ 4"PVRV w/Arrester $2,662.00 2 $5,324.00 3 8800SDV-04-55 TLO 4"Safety Diverter Valve $7,862.00 1 $7,862.00 4 3011HP-A-S-E-1-4-0 Pressure Control Valve $3,298.00 1 $3,298.00 5 8330-06-5-F110 6"SS Sediment Trap $8,284.00 1 $8,264.00 6 8330-10-5-FlIO 10"SS Sediment Trap $14,016.00 2 $28,032.00 7 8500-04-11-FOO 4"Horizontal Flame Arrester $2,136.00 3 $6,408.00 8 8500-06-11-FOO 6"Horizontal Flame Arrester $3,218.00 1 $3,218.00 9 8600-04-5-1110 4"Foam Separator $29,11.2.00 2 $59,224.00 10 8600-06-5-1110 6"Foam Separator $30,825.00 1 $30,825.00 11 817018130-30 30"Manometer&Panel $1,976.00 1 $1,976.00 12 CC-PY18 Sediment Trap Drain Pumps $975.00 1 $975.00 13 4"Fisher Regulating Valves $7,354.00 2 $14,708.00 14 2"Fisher Regulating Valve $7,058.00 1 $7,058.00 15 Freight $6,500.00 1 $6,500.00 16 Start-Up $7,500.00 1 $7,500.00 Grand Total $217,870.00 4 1.6 VALIDIlY The prices in this quotation are firm and fixed for 60 days, 1.7 DELIV Approval Drawings: 1--2 Weeks After Receiving of Order(ARO) Customer Review: As Required 10 E E GIRCYT Fffl Fabricating the Project; 5 Weeks After Receiving the Approval Drawings(ARAD) Time Required for Project: 11- 14 Weeks ARO +Customer Review • The quoted delivery is Lased upon our current production schedule/ shop load. An updated delivery schedule will be available at time of order. • The quoted delivery does not include transit time for ocean, air, motor or rail to customer point of delivery. 1.8 SHIPPING TERMS FOB- Stafford,Texas 1.9 TERM§Of MYM€NT 100% Net 30 days,from date of Invoice(Domestic Order), unless stated and agreed otherwise 100% Cash in advance or letter of credit at sight(Export Order), unless stated and agreed otherwise 1.10 INUAL.LATIQN -f,0MMISSIQNING To aid in start-up and commissioning Groth Corp. will provide a qualified technician as follows: DoMg tic • Daily rate(8 hr/day): $1200 (excl. travel) • Travel Time: $800(each way) • Subsistence: $100/day • Accommodation (lodging): Cost+ 10% Note: Installations with less than a 7-day advance notice are subject to premium rates. Note: Premium rates =Saturday, Sunday, holidays, overtime and expedited requirements at 1.5X daily rate. 2.0 DOCUMENTATION STANDARD DOCUMENTATION INCLUDES: Dimensional Drawings Bill of materials Installation and operation manuals Catalog cuts and Flow charts OPTIONAL DOCUMENTATION INCWDFS: Mill certificates for casting components Material test reports for casting components Certificate of compliance Certificate of origin GROTH CORPORATION—STANDARD TERMS AND CONDITIONS Groth Corp,is committed to provide goods and services that meet customer requirements.The following general terms and conditions apply to all products manufactured and supplied by Groth Corporation and can not be modified unless explicitly agreed in writing by an officer of Groth Corporation. ]i DIGESTER GAS I M-GAS PROPOSAL for Sozman, MT WWTP Prepared: Greg -Hinson Date: August 26, 2009 1.0 COMMERCIAL SUM14A 1.1 SCOPE OF WORK LVTL ►Cp...1.nw..1 EI.G COTp.1y • Engineering and design of the equipment Fabrication, procurement,and assembly of the equipment Inspection and testing of the equipment at Groth Corp. Standard factory painting Packaging for domestic shipment Manuals and documentation 1.2 EXCLUSIONS Civil and foundation design Seismic Calculations Anchor nuts&bolts All upstream/downstream piping to the equipment Electrical and fuel hook ups • Bolting Kits for equipment connection Port and unloading charges Custom duties and taxes Third Party Inspection • Supply to Customer of Shop Details/ Fabrication Drawings Installation of Equipment including Cranes and personnel There are no bank guarantees, performance bonds,or warranty bonds included in our scope of supply or price. Cost for these requirements will be added on to our vase price quoted as options. No technical assistance or training is included in our scope for any equipment other than the stated Purchase Order requirements • Document Legalization Costs Start-up commissioning 1.3 EXCEPTIONS I CLARIFICATIONS This equipment is quoted as per Groth Corp. understanding of the customer's requirements. 1.4 EQUIPMENT DESCRIPTION Item#1 Flame Front Generated Waste gas burner Model 8392B-04-1-ASR290242 4",ANSI 150# RF flange drilling Carbon Steel construction/cast iron inspiriating venturi Pilot gas; Natural Gas Pilot supply pressure: )=PSIG Waste gas flow rate @ 1/2"WC pressure drop: 20,000 SUH Windshield includes a bevel design to prevent downdraft and flame licking, Burner nozzle includes'Vortex Vanes"to insure biogas/air mixture. Burner is self-supporting on an ANSI 150#flange for winds up 2 MML to 200 MPH, and a seismic coefficient of 0.2. The automatic pilot ignition control panel is housed in a NEMA 4 enclosure,providing automatic pilot ignition upon receiving a signal from the pressure switch. Pilot controls provide sparking for a pre-determined time or until piiot is lit and will provide an alarm contact for"Flame failure" if ignition is not realized within the adjustable time iimit. "Flame failure"alarm operates anytime a flame is not sensed while the system is in the operate mode. A reset switch is provided to reset the control system. A switch is provided on the control panel for manual mode and will override automatic mode. A status contact for"Pilot On" is also provided at the control panel. Status lights are provided for"T/C Monitor OK", "Pilot Gas On", "Pilot Flame On",and "Pilot Flame Failure". The control panel includes necessary pilot controls to provide automatic"start-up",flame sensing, reignition sequence for flame failure,and automatic"shut-down"on "contact-open" signal. A solenoid valve is provided to operate the pilot fuel on/off function. The pilot system provides a stoichiometric air/fuel mixture by utilizing an inspirating venturi and senses the pilot flame by use of a thermocouple for more accurate registration. The maximum pilot fuel consumption is 45,000 BTU/hr. The electrical Input of the control panel is 115 V,single phase, 60 Hz, 10 Amps,Grounded Neutral. The contacts for remote monitoring.are (1)Flame On - N.O. 5 A @ 115 VAC and (1) Flame Failure- N.C., 5 A @ 115 VAC. The minimum.pilot fuel input is 9" WC- 10 PSIG supply.pressure (blower required for lower fuel pressures) (regulator required when fuel supply pressure is greater. than 10 PSIG). Flame check is included in pilot line. The pressure switch is explosion proof,with an operating range of 4" - 20"WC with a 0.4"-0.6"WC deadband. Shipping weight: 1000 lbs. Item#2 Foam separator Model 8600-04-5-1110 04",ANSI 125# FF flange drilling 316SS construction Designed to eliminate.foam and remove particles from the Digester Gas Discharge. Foam and solids removal is accomplished by: first, directing the flow into a baffle that is located in an oversized chamber. Secondly,the gas is subjected 3 to an extended exposure (dwell time)of a continuous water spray. As a result,the foam is knocked down and removed through the drain. Level switches are supplied to provide alarms in case the water level should rise above the drain level. At this point, a signal is sent to the spray water solenoid valve for automatic shut-down. The system will automatically reset when a safe water levef is reistablished. The large reservoir and baffle design will provide an extended"dwell"period to insure the elimination of foam and will provide additional flow capacity with a low.pressure drop. Flow indicators are provided to allow visual assurance of the drain and.supply water flow. Maximum working pressure is 1 PSIG(27.7"WC). Shipping weight: 1,400 lbs. Item #3 Flame trap assembly Model 8500A-02-11-0 2",ANSI 125# FF flange drilling Includes model 8530 thermal operated shut off valve Aluminum oonstruction/Buns-N diaphragm Model 7628 flame arrester. 125 FF ANSI flange connection Aluminum construction. Aluminum flame bank. Pressure drop: 0,5"WC Air flow @ pressure drop: xxd=SCFH The thermal valve portion consists of a fusible element release and a spring operated plug type shut-off valve. The fusible element will release at 260 deg F gas temperature and is replaceable without disassembling the valve. A sight glass is included to permit visual observation of the plug position indicator. The bank assembly is of the spiral round, crimped ribbon design for easy removal in one piece from the housing for inspection and cleaning. The flame arrester is approved by Factory Mutual's Laboratories. Item#4 Electric Actuated Drip Trap MODEL: 8490EADT-3-1-N0 rotating disc style unit The timing unit controls the drain duration and cycles, adjustable. Includes a manual test switch. Electric actuator= NEMA 7, Explosion proof, Electrical = 120 VAC,60 Hz Rating = Class I, Div. 1,Group D 4 IMML �e�..ww.oltp cem►e.+/ On/Off Timers are independentand adjustable from 1 minute to 12 hours Coupling = Aluminum with SST hardware 1" NPT inlet/outlet connections Body:Aluminum cover, bowl,and operating lever Capacity: 6 quarts Maximum Operating Pressure: 5 psig OPTIONAL Foam separator Model 8600-06-5-1110 06",ANSI 125# FF flange drilling 316SS construction Designed to eliminate foam and remove particles from the Digester Gas Discharge, Foam and solids removal is accomplished by: first, directing the flow into a baffle that is located in an oversized chamber. Secondly,the gas is subjected to an extended exposure(dwell time)of a continuous water spray. As a result,the foam is knocked down and removed through the drain. Level switches are supplied to provide alarms in case the water level should rise above the drain level. At this point, a signal is sent to the spray water solenoid valve for automatic shut-down. The system will automatically reset when a safe water level is reistablished. The large reservoir and baffle design will provide an extended "dwell" period to Insure the elimination of foam and will provide additional flow.capacity with a low pressure drop. Flow indicators are provided to allow visual assurance of the drain and supply water flow. Maximum working pressure fs 1 PSIG{27.7"WC). Shipping weight 1800 lbs. Flame trap assembly Model 850OA-04-11-0 4",ANSI 125# FF flange drilling Includes model 8530 thermal operated shut off valve Aluminum construction/Bona-N diaphragm Model 7628 flame arrester. 125 FF ANSI flange connection Aluminum.construction.Aluminum flame bank. Pressure drop; 0.5" WC Air flow @ pressure drop: xx,xxx SCFH The thermal valve portion consists of a fusible element release and a spring operated plug type shut-off valve. The fusible 5 element will release at 260 deg F gas temperature and is replaceable without disassembling the valve. A sight glass is included to permit visual observation of the plug position indicator. The bank assembly is of the spiral round,crimped ribbon design for easy removal In one piece from the housing for inspection and cleaning. The Flame arrester is approved by Factory Mutual's Laboratories. Flame trap assembly Model 8500-06-11-0 T.,ANSI M#FF flange drilling Includes model 8530 thermal operated shut off valve Aluminum construction/Bursa-K diaphragm Model 7628 flame arrester. 125 FF ANSI flange connection Aluminum construction.Aluminum flame bank. Pressure drop: 0.5"WC Air flow @ pressure drop: xx,xxx SCFH The thermal valve portion consists of a fusible element release and a spring operated plug type shut-off valve. The fusible element willl release at 260 deg F gas temperature and is replaceable without disassembling the valve. A sight glass is included to permit visual observation of the plug position indicator. The bank assembly is of the spiral round, crimped ribbon design for easy removal in one piece from the housing for inspection and cleaning. The flame arrester is approved by Factory Mutual's Laboratories. 1.5 EQUIPMENT PRICING Items# Groth Model # Description Unit$ Qty Extended$ 1 8392B-04-1- 4"i-K Waste Gas Bumer $27,678.00 1 $27,678.00 ASR290242 2 8600-04-5-1110 4"'Foam Separator $29,112.00 2 $58,224.00 3 850OA-02-11-0 2"Flame Trap Assembly $1,490.00 1 $1,490.00 4 8490EADT-3-1-NO 6 Qt.Actuated Drip Trap $3,825.00 1 $3,825.00 5 Freight $2,000.00 1 $2,000.00 6 Start-Up $3,000.00 1 $3,000.00 Grand.Total $96,217,00 OPTIO". 8600-06-5-1110 6"Foam Separator $30,825.00 1 $30,825.00 8500-04-11-0 4"Flame Trap Assembl $2,136.00 1 $2,136.00 8500-06-11-0 6"Flame Trap Assembly 3 218.00 1 t1218.00 1.6 VALIDITY The prices in this quotation are firm and fixed for 60 days. 6 ffmmw L •{R.IIMn.d MK fl.e.yM.t, 1.7 DELIVERY Approval Drawings: 1-2 Weeks After Receiving of Order(ARO) Customer Review: As Required Fabricating the Project: 5 Weeks After Receiving the Approval Drawings(ARAD) Time Required for Project: 11 - 14 Weeks ARO +Customer Review The quoted delivery is based upon our current production schedule/ shop load. An updated delivery schedule will be available at time of order. The quoted delivery does notinclude transit time for ocean, air, motor or rail to customer point of delivery. 1.8 SHIPIPING TERMS FOB: Stafford,Texas 1.9 TERMS OF PAYMEN)< 100% Net 30 days, from date of Invoice(Domestic Order), unless stated and agreed otherwise 100% Cash in advance or letter of credit at sight(Export Order), unless stated and agreed otherwise 1.10 INSTALLATION - COMN ISSIONING To aid in start-up and commissioning Groth Corp.will provide a qualified technician as follows Domestic Daily rate(8 hr/day): $1200(excl.travel) • Travel Time: $800(each way) • Subsistence: $100/ day • Accommodation (lodging): Cost+ 10% Note: Installations with less than a 7-day advance notice are subject to premium rates. Note: Premium rates = Saturday, Sunday, holidays,overtime and expedited requirements at 1.5XC daily rate. 2.0 DOCLIMIENTATION STANDARD DOCUMENTATION INCLUDES: Dimensional Drawings Bill of materials Installation and operation manuals Catalog cuts and Flow charts OPTIONAL DOCUMENTATION INCLUDES: - Mill certificates for casting components - Material test reports for casting components - Certificate of compliance - Certificate of origin 7 �COMin�IYI O/I•C Ca,Msny Minimum Order Value:US$250 ;) Deliveries: Grath will determine the best method for delivery of products to Customer unless Customer has furnished shipping instructions to Grath prior to the time Grath has completed packaging and shipping.Shipment schedules are based upon production lead-time,material availability,and labor conditions, and are subject to confirmation at the lime order is placed. Grath shall not be liable in any way for failure or delay in making shipments as scheduled. Grath reserves the right to add shipping,packaging and processing charges on orders to cover Its cost. Delivery lead-time does not begin until an agreement has been reached regarding payment terms,drawings approval(if required),and receipt of customer purchase order with full release to manufacture. 2) Standard Terms of Sale: -Domestic order: F.O.B.—Factory—Stafford -Texas/domestic packing I Grath's standard red oxide primer painting(carbon steel material only).Buyer is responsible for freight charges. •Export order.Ex Works—Factory—Stafford -Texas i domestic packing/Groth's standard red oxide primer painting(carbon steel material only). Definition:Ex-works means that the seller fulfills his obligations to deliver when he has made the goods available at his premises(i.e.factory,warehouse,etc.)to the buyer.In particular,the seller is not responsible for loading the goods on the vehicle provided by buyer or for cleaning the goods for export, unless otherwise agreed. The buyer bears all costs and risk involved in taking the goads from the seller's premises to the desired destination. 3) Payment Terms: • Domestic Orders: Groth Corp's standard payment terms for domestic orders are Nict thirfv days (N30), from date of invoice (subject to factory credit approval). • International Orders Payment terms for international orders are cash in advance or letter of credit at sigh(. •For projects greater than US$50,000,progress payments may be required according to the following schedule: 10%upon contract award •40%upon drawing approval and release to manufacturing •50%upon shipment(net 30 days). 4) Retention: Groth Corp. generally does not accept retention clauses on equipment orders. In cases where they are accepted,all retention must have a definitive time limit dearly expressed, and the retention clause must be specifically tied to events that are within Grath Corp's control. Any events that are out of Grolh Corp.'s control may not be used as a retention milestone. The acceptance of terms which include retention clauses require the yy�ftn approval of the Inside Sales Manager or Customer Account Manager prior to quote presentation andlor order acceptance. 5) Currency:All quotes generated in the United Stales are in US dollars. 6) Pena ltie ./Liquiclaod Damages:As standard policy,Groth Corp.does not accept incidental or consequential damages under any circumstances.Penalty Clauses can only be accepted underwritten approval of an officer of Grath Corporation. 7) Changes Against Specifications or Changes to Orders:Changes agaimt quoted specifications or other changes after the order has been accepted have implications in terms of cost,time,manufacturing and delivery.Grath Corp.reserves the right to reevaluate and adjust pricing andlor delivery accordingly. S) Prices: Prices will remain firm for the period of 30 days and if a purchase order is received against the quotation within the 30 day period,prices will remain firm through delivery, provided that the customer does not alter the order. if a proposal expires after 30 days,Grath Corp.reserves the right to reevaluate pricing prior to order acceptance. 9) Drawing Approval:During drawing approval process,Groth Corp_reserves the right to adjust the pricing andlor defivery of an order to reflect current manufacturing costs.If the customer does not return approval drawings within 4 weeks after receipt,the order pricing andlor delivery may be adjusted. 10) Expedited Deliveries:For order requiring expedited deliveries after the order was placed will require a minimum of 25%expedite Charge.Unusual expediting circumstance charge will be assessed on an order by order basis. 11) Inspoction: All inspection costs are responsibility of the buyer. Orders requiring third party inspections will include the following additional charges:Visual inspection only at no charge.if vntness leakage testing is required,the charge is an additional US$30 per valve unit The factory must quote non-standard customer defined testing. Reopening of boxes due to late notification by the customer of required inspections,$250 per box. 12) Packaging: Grath Corp's standard domestic packaging methods are sortable for air and ground transportation. Special export or ocean packaging is available at an extra cost. 13) Order Cancellation and Return Charges: Customer changes to specifications or complete cancellation of orders will result in charges to the Customer to cover any resulting material, labor, and processing costs. The following guidelines will apply. The minimum restocking charge is US$100. Non-assembled standard products: 5% Assembled standard product(not shipped): 101% Re-stocking charge for standard products: 25% Special products: 100% (Shipped products subject to inspection by Grath) 14) Returned products:in the event an item must be returned,an RMA(Return Material Authorization)number must be obtained from Grath Corp. prior to returning the item to the factory.Only products returned within 6 months following shipment will be accepted for credit. Returns must be in new and unused condition and or current design to qualify for credit.Return authorizations are valid for 45 days. Products returned without the proper documentation can be refused and returned to sender.Freight charges associated with the return are the responsibility of the customer.Special products are manufactured to satisfy specific customer requirements and are therefore difficult to sell once they are returned.A restocking charge of 100%of each special line item W)I be applied. 15) Product Limited Warranty: Only Groth's Product Limited Warranty terms applies to purchase orders accepted by Grath Corporation. A.Seller warrants that products which are manufactured by Seller, are manufactured in accordance with published specifications and free from defects in materials and/or workmanship for a period of(12)twelve months. Seller, at its option, will repair or replace any products returned intact to the lactory, transportation charges prepaid,which Seller,upon inspection, determines to be defective in material andlor workmanship.The foregoing shall constitute the sole remedy for any breach of Seller's warranty. B.THERE ARE NO UNDERSTANDINGS, AGREEMENTS, REPRESENTATIONS, OR WARRANTIES, EXPRESS OR IMPLIED (INCLUDING MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE REGARDING PRODUCTS) UNLESS SPECIFIED IN THE SALES CONTRACT.THIS CONTRACT STATES THE ENTIRE OBLIGATION OF SELLER. I? Usm � I Ord Seller makes no warranties,erther express or implied,except as provided herein,including without limitation thereof,warranties as to marketability,merchantability,for a particular purpose or use,or against infringement of any patent of products.In no event shall Seller be liable for any direct,incidental or consequenfial damages of any nature,or losses or expenses resulting from any defective new product or the use of any such product,including any damages for loss of time, inconvenience, or loss of use of any such product. C.The original Manufacturer shall be saiety responsible for the design,development, supply, production, and performance of its products hereunder, and the protection of its trade name or names,if any.It assumes no responsibility,for products modified or changed in any way by its agent or customer,or any other third party.Any such modifications or changes to products sold by Seller hereunder shall make the product tfmfted warranty null and void. D.The Manufacturer shall be under no obligation to manufacture,sell or supply,or to continue to manufacture,sell or supply any of the Products. 13 •ca,w,w,Ma w,.F co.ro.�, GROTH CORPORATION—STANDARD TERMS AND CONDITIONS Grath Corp.is committed to provide goods and services that meet customer requirements.The following general terms and conditions apply to all products manufactured and supplied by Grath Corporation and can not be modified unless explicitly agreed in writing by an officer of Grath Corporation. Minimum Order Value:US$250 1) Deliveries: Grath will determine the best method for delivery of products to Customer unless Customer has furnished shipping instructions to Grath prior to the time Grath has oompleted packaging and shipping.Shipment schedules are based upon production lead-time,material availability,and labor conditions,and are subject to confirmation at the time order is placed.Groth shall not be .Gable in any way for failure or delay in making shipments as scheduled. Grath reserves the right to add shipping,.packaging.and processing charges on orders to cover its cost Delivery lead-tune does not begin until an agreement has been reached regarding payment terms,drawings approval(if required),and receipt of customer purchase order with full release to manufacture. 2) Standard Terms of Sale: •Domestic order.F O.S —Factory—Stafford-Texas I domestic packing I Grath's standard red oxide pruner painting(carbon steel material only).Buyer is responsible for freight charges. •Export order.Ex-Works—Factory—Stafford-Texas I domestic packing I Grath's standard red oxide primer painting(carbon steel material only).Definition:Ex-works means that the seller fulfills his obligations to deliver when he has made the goods available at his premises(i.e.factory,warehouse,etc.)to the buyer.In particutar, the seller is not responsible for loading the goods on the vehicle provided by buyer or for clearing the goods for export, unless otherwise agreed. The buyer bears all costs and risk involved in taking the goods from the seller'sprerriises to the desired destination. 3) Payment Terms: • Domestic Orders: Grath Corp.'s standard payment terms for domestic orders are Net IN days (N30), from date of invoice (subject to factory credit approval). •International Orders:Payment terns for international orders are cash in advance or letter of Ctedit aI ski ht. For projects greater than US$50,000,progress payments may be required according to the following schedule: •10%upon contract award •40%upon drawing approval and release to manufacturing 50°!o upon shipment(net 30 days). 4) Retention: Grath Corp, generally does not accept retention clauses on equipment orders.In cases where they are accepted, all retention must have a definitive time limit dearly expressed,and the retention clause must be specificaly tied to events that are within Grath Corp.'s control. Any events that are out of Grath Corp_'s control may not be used as a retention milestone. The acceptance of leans which include retention clauses require the written_ap� rQ oval of the Inside Sales Manager or Customer Account Manager priorto quote presentation andlor order acceptance. 5) Currency:All quotes generated in the United States are in US dollars. 6) Penaltiest iquidated Damages:As standard policy,Grath Corp.does not accept incidental or Consequential damages under any circumstances.Penalty Clauses can only be accepted under written approval of an officer of Grath Corporation. 7) Changes Against Specifications or Changes to Orders:Changes against quoted specifications or other changes after the order has been.accepted have implications in terms of cost,time,manufacturing and delivery.Grath Corp.reserves the right to reevaluate and adjust pricing and/or delivery accordingly, 8) Prices:Prices will remain firm for the period of 30 days and if a purchase order is received against the quotation within the 30 day period, prices will remain'firth through delivery, provided that the customer does not alter the order.It a proposal expires after 30 days,Grath Corp.reserves the right to reevaluate pricing prior to order acceptance. 9) Dmw'rng Approval:During drawing approval process,Grath.Carp,reserves the right to adjust the pricing and/or delivery of an order to reflect current manufacturing costs. If the customer does not return approval drawings within 4 weeks after receipt, the order pricing and/or delivery may be adjusted. 10) Expedited Deliveries: For order requiring expedited deliveries after the order was placed will require a minimum of 26%expedite charge.Unusual expediting circumstance Charge will be assessed on an order by order basis. 11) inspection:Al inspection costs are responsibility of the buyer.Orders requiring third party inspections will include the following additional charges:Visual inspection only at no charge.If witness leakage testing is required,the charge is an additional US$30 per valve unit. The factory must quote non-standard customer defined testing. Reopening of boxes due to late notification by the customer of required inspections,$250 per box. 12) Packaging:Grath Corp.'s standard domestic packaging methods are suitable for air and ground transportation. Special export or ocean packaging is available at an extra cost. 13) Order Cancellation and Return Charges: Customer changes to specifications or complete cancellation of orders will result in charges to the Customer to cover any resulting material, labor, and processing costs. The following guidelines will apply. The minimum restocking charge is US$100. Non-assembled standard products: 5% Assembled standard product(not shipped): 10% Re-stocking charge for standard products: 25% Special products: 1001/0 (Shipped products subject to inspection by Grath) 14) Returned products:In the event an item must be returned,an RMA(Return Material Authorization)number must be obtained from Grath Corp prior to retuming 4he item to the factory.Only products retumed within 6 months following-shipment will be accepted for credit.Returns must be in new and unused Condition and or current design to qualify for credit.Return authorizations are valid for 45 days_Products returned without the proper documentation can be refused and returned to sender.Freight Charges associated with the return are the responsibility of the customer.Special products are manufactured to satisfy specific customer requirements and are therefore difficult to sell once they are returned.A restocking charge of 100%of each special line item will be applied. 15) Product Limited Warranty: Only Grath's Product Limited Warranty terms applies to purchase orders accepted by Grath Corporation. A.Seller warrants that products which are manufactured by Seller,are manufactured in accordance with published specifications and free from defects in materials and/or workmanship for a period of(12) twelve months. Seller, at its option, un'll repair or r CeP1RF-.lO^-1r& rM replace any products returned intact to the factory, transportation charges prepaid,which Seller,upon inspection,determines to be defective in material andlor workmanship.The foregoing shall constitute the sole remedy for any breach or Seller's warranty. B.THERE ARE NO UNDERSTANDINGS, AGREEMENTS, REPRESENTATIONS, OR WARRANTIES, EXPRESS OR IMPLIED (INCLUDING MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE REGARDING PRODUCTS) UNLESS SPECIFIED IN THE SALES CONTRACT.THIS CONTRACT STATES THE ENTIRE OBLIGATION OF SELLER Seller makes no warranties,either express or implied, except as provided herein,including without limitation thereof,warranties as to marketability,merchantability,for a particular purpose or use,or against infringement of any patent of products. In no event shall Seller be liable for any direct,incldentat or consequential damages of any nature,or losses or expenses resulting from any defective new product or the use of any such product,including any damages for loss of time,inconvenience, or loss of use of any such product. C.The original Manufacturer shall be solely responsible for the design, development, supply, production, and performance of its products hereunder,and the protection of its trade name or names, it any.It assumes no responsibility,for products modified or changed in any way by its agent or customer, or any other third party.Any such modifications or changes to products sold by Seller hereunder shall make the product Iimited warranty null and void. D.The Manufacturer shall be under no obligation to manufacture,sell or supply,or to continue to manufacture,sell or supply any of the Products. 9 Paae l of 1 wbebil From: Kellen Gamradt[kgamradt@gmail.com] Sent: Tuesday,September 08, 2009 10:38 AM To: wbcbil@mcn.net Subject: Ball Valves Barry, Below are costs of the stainless steel ball valves you asked for: 1/2'" -$11.43 1" -$20.00 4" - $600.29 -Kellen 9/8/2009 Fron•:Cretex YdeSt-Eetn 10un1 To:W wams pros C7nrl Dale 8!27 MGGS T,me tJ 42 46 A.M Page 2 of 3 1-1 21 net x "M—{1 Concrete Products Quotaflon T West,'Inc. Page 1 Owner: Cityof Sozesrian,RRI' CW Project#; 70ttCi10 Project: 104 Box Manhole Wasta Gas Sumer Date Prepared: 08/27/09 City of Bozeman WRF Phase 3 Improvements Design Firm: HDR, Inc Location: Bozeman,MT Bid Date: August27,,2008 It m qty Unit Desctiption UnitPrice Per Unit Total 10'XB'7(6'WASTE GAS BURNER VAULT 1 ea 10x6 Barrel with Mono Base Slab $ 4,075.00 ea=$ 4,075.00 Barrel with mono base weighs approximately 23,000 lb. 1 ea 10x6 Bcoc MH Barrel Section $ 3,133.00 ea=$ 3,133.DD Barrel section weighs approximately 17,DD0 In. 1 ea 11.3'x73'x8"Covet Slab $ 1,350.00 ea=S 1,380.00 Precast cover slab weighs 7,7251b, 1 ea 36'x 26"Aluminum Hatch S 1,000.00 ea=S 1,000.00 Syracuse Castings Model CH4AL 6 pc 1.25"x 145'Joint Seal $ 15.90 pc=$ 95.40 1 po `12"x 50'Sealwrap $ 162.00 pc=$ 162.00 1 pc Sealwrap Primer-1 Gal $, 49,40 lx=$ 49.40 SUBTOTAL 19X6'X8'WASTE GAS BURNER VAULT=$ 9,894.80 TOTAL FOB JOBSITE_$ 9,894,80 NOTES: 1) PRICE DOES NOT INCLUDE. Installation. Link Seal. 2) The price includes the above mentioned items,engineering for specified loading,delivery and pipe penetrations. 3) Final production and delivery schedule cannot be confirmed until after the approved shop drawings are received by Cretex, Because Cretex has no control of the timeliness of the contract award process and submittal review process,Cretex cannot guarantee a firm delivery date at bid time and will net be held responsible for penalties or liquidated damages for missed contract deadlines. 4) Contractor should oontact the plant at{406)442-6503 to schedde deliveryatieasttwoweeks prior to delivery date. Delivery is subject to avaifabillty of trucks. Final loading instructions must be complete wrthhirt 24 hours of delivery or we cannot guarentee that trucking vAll be available. 5) Remedy: Please contact the plant immediately if there are any problems with the delivered product. Cretex reserves the right to investigate and remedy noted problems and will endeavor to begin to do so immediately upon notice with our forces or by mutual agreement with the Contractor. Cretex will not be held responsible for costs for delays,equipment rental,or repairs attempted:for which we are not arforded the opportunity to remedy in a timely manner. CONTINUED ON NEXT PAGE STEEL SCOPE PROJECT: BOZEMAN WRF QUOTE DATE: 3-12-2009 ADDITION B-25-2009 LINE:4" STAINLESS DESCRIPTION: 316L Sch. 40s Stainless. 4"Stainless Fig x Fig 6-0"spool 4"Stainless FIg Tee 4"Stainless Blind Flange w/1",tap 4"Stainless Fig x Fig 2'-0"spool 4"Stainless Fig x Pe 6'-0"spool w/2ea 112"T-O-L TOTAL PRICE OF 4" SS ADDITION: $ 2,300-00 4" Stainless BNG Sets Sea $ 15.72 TOTAL PRICE OF EQUIP BNG SETS: $ 141.48 PRICE GOOD ON ALL ORDERS RECEIVED & PROCESSED BY 9-15-2009. WESTERN WATERWORKS Scope Page 1 Change Proposal Request Documentation CPR 030 n 1MI ORMSON CHANGE PROPOSAL REQUEST �A ligc (Not a Change Order) Projects Bozeman WRF Phase 1 Improvements CPR No_: 030 CPR Date: W110/2009 Date Sent to Contractor: 09/10/2009 Date Rec'd from Contractor: TO: Williams Brother Construction Please furnish your proposal for executing the following change(s): Removing the electrical service entrance conduits from the contract,the conduit run V1140DE44 shown on sheet 140DE01 including HH#6_ HDR/MMi DtA�- Date- 09/10/2009 TO: HDR Engineering, Inc.Morrison Maierie, Inc. Proposal: Gost Credit71�3� (A time extension is ed this modification unless otherwise detailed and justified:) p Contract Date `7-ZZ-O/ TO: Accepted/Not Accepted HDR/MMI: Date Accepted/Not Accepted Owner Date Recommend acceptance James Nickelson September 25, 2009 C:t?&M SSV&lr(E$ Channe order Proposal t1t CT•1(; <optk ittokS. tP C. Change Request No: C/O#6 To: WILLIAMS BROTHERS Date Of Proposal: 9/1812009 Job#: 09-005 PR# 930 ,lob Name:BOZEMAN WRF PHASE 1 IMPROVEMENTS Attention: BARRY CURTIS Work To Be Done. DEDUCTIVE COSTS ASSOCIATED WITH DELETION OF SE CONDUITS.. INCLUDES DELETION OF HH#6. PE CPR#30 H rz: Rate: Labor Hours: 73 $ 42.81 $ 3,125.13 Supervision Hours: $ 47.54 $ Labor Burden-included Total tabor Dollars: $ 3,125.13 Travel Time&Subsistance: Hrs x Rate $ - Small Tooks as a%of Labor. 0.00% %Of Labor $ 3,125.13 $ - Material&Supplies: $ 3,446.00 Tools &Equipment Rentals: $ - (Estimatior, Manager review&Admin Costs: $ - dditional Safety Costs: 0,00°.6 % Of Labor $ 3,125.13 $ Additional Milege,Transportation Costs: $ Cleanup &Handling Costs: i Consumables: $ Warranty_ $ - Estimated Job Dioruption/Delay Costs: $ Other Misc.: $ Total other CoWz: $ 3,446.00 This change requires a time extension of: days, Pricing voidisubject to revision after Total Eotimatod Direct Ceotz: $ 6,671.13 The costs represented in this Change Proposal include only those costs which can be identified MARKUP 0-00% $ at this time.No impact or delay costs are included. Should 4 be determined that the project is impacted $ - at a later date by multiple changes,belays,or other causes beyond our control,we MI submit these Subtotal: $ 6.571.13 at that time. SAND 0.0011/0 $ - s GROSS RECIEPTS 0.00% $ - Total Proposed Change Other price: (' $ 6,571.13 Submitted By: Terry Rizzuto Date: 9/1812009 be'Dv —, r— Approved By: Date: itle Project Manager/Estimator Mountain States Electric * * BID TAKE - OFF DETAILS —FORMAT 2 " "*Job: BOZEMAN CHANGE ORDERS**Job Number: 7587*" Wd[late:W212009 Page 1 pate 9/18/2009 8:16:09 AM Assm Labor Material Material Labor Labor llr No Level DowfiDAM Count Each &Lttided UnftExt"kd DESC PT/ON AREA JfUnwky ifunud un p pow SE CONDUIT DEDUCT 1<Ab Name> I<Np Neme> <NO Name> eNp Name? <No Name> Breakout Multipliers:Count=1 Material Cost=1.00 Labor Hour ac 1.00 00501 3 HAND ?TOLE HH #6 1.00 1342.000 1342.00 10.000 10.00 3 TRENCH - $5.00 PER FOOT 200.00 5.000 1000.00 C3005 3 2" PVC SCH 40 1000.00 0.927 927.2D 0,054 54,006 3 2" GRC RIGID CONDUIT 13.32 3.512 46.70 0.148 1,978 3 2" PVC FEMALE ADPTR 4,00 0.103 0.414 3 2" GRC COUPLING THREADED 4.00 6.096 24.38 0,146 0.582 3 2" GRC 90 ELEM 4.00 17.039 68.16 0.825 3.300 3 2" LOCKNUT 8.00 0.619 4.95 0.010 0.144 3 2" BONDING BUSHING 4.00 8.122 32.45 0.563 2.250 Totals 3,445.96 72.67 Grand Totals 3445.961 72,6 Page:1 Date:911912009 6:18:10 AM Change Proposal Request Documentation CPR 033 MOMSON CHANGE PROPOSAL REQUEST k-1 MAIERLE,INC. (Not a Change Order) Project: Bozeman WRF Phase 1 Improvements CPR No.: 033 Revised CPR Date: Date Sent to Contractor: Date Rec'd from Contractor: 9-16-09 TO: Williams Brother Construction Please furnish your proposal for executing the following change(s): Per Rodger and Nate of MM. Increase depth of clarifier#5 and #6 slab to 7" in lieu of 6" in order to achieve 3" of cover over and under reinforcing. Clarifier#5 has to have rebar lifted with crane and racked out by hand. Waste gravel and add concrete.Clarifier#6 add concrete. Concrete 45yd @ 86.00 3870.00 Place 45yd @ 20.00 900.00 Pump 45yd @ 10.00 450.00 Gravel 15yd @ 9.50 142.50 Hand excavate 7 men 2 hours @ 37.34 522.76 Crane 2hours @ 150.00 300.00 Ironworkers 2 men 2hrs @ 49.81 99.62 Supervision 2 hrs @ 45.00 90.00 Mark-up.17 1083.73 HDR/MMI Date: TO: HDR Engineering, Inc./Morrison Maierle, Inc. Proposal: Cost $7,458.61 Credit (A time extension is not required for this modification unless otherwise detailed and justified:) Contractor 25" 0914?ro Date 9-16-09 TO: Accepted/Not Accepted HDR/MMI: Date Accepted/Not Accepted Owner: Date Recommend to accept at a cost of$2,879.81 based on revised quantities shown on attached sheet. James Nickelson 01/15/10 Bozeman WRF 12/15/2009 CPR 033 Clarifiers Item QuantitV Unit Price Price Concrete 12 $ 86.00 $ 1,032.00 Place 12 $ 20.00 $ 240.00 Pump 12 $ 10.00 $ 120.00 Gravel 6 $ 9.50 $ 57.00 Excavate 14 $ 37.34 $ 522.76 Crane 2 $ 150.00 $ 300.00 Ironworkers 2 $ 49.81 $ 99.62 Supervision 2 $ 45.00 $ 90.00 Subtotal $ 2,461.38 Markup $ 418.43 Total $ 2,879.81 Change Proposal Request Documentation CPR 036 fDA.1 -iMORRISON CHANGE PROPOSAL REQUEST A,4 MAIERLE tK (Not a Change Order) Project: Bozeman WRF Phase 1 Improvements CPR No.: 036 CPR Date: 9-30-2009 Date Sent to Contractor; 9-3D-2009 Date Redd from Contractor. TO: Williams Brother Construction Please furnish your proposal for executing the following change(s): ForTerminal Box No 2 reNace the specified manhole cone section and casting with a manhgie barrel section and flat cover with a traffic load rated hatch. Preferred hatch size is W souare if possible for a standard flat cover. Minimum hatch size is 24"sguare Hatch shall be an aluminum BILCO Hatch Model J-2AL H2O or equivalent. HDR/MMI� Date; 0- TO: HDR Engineering,Inc./Morrison Maierle,Inc. Propose{. Cost !�440 d , /Z Credit (A time ext ui for this modification unless otherwise detailed and justified:) Contractor Date /D, TO: Accepted/Not Accepted HDRIMMI:Date Accepted/Not Accepted Owner;Date Recommend to accept. James Nickelson 11-19-09 Pac-,,-- i of I wbcbil From: Kellen Gamradt[kgamradt@gmaii.com] Sent: Thursday, October 29, 2009 11:56 AM To: wbcbil@mcn.net Subject: Fwd: 709352-Bozeman WATP Terminal Box No. 2 Riser, Bozeman, MT-Oct 15,2009 Attachments: 709352-Bozeman WVVTP Terminal Box No. 2 Riser, Bozeman, MT-Oct 15,2009.pdf Barry, Attached is the Terminal box#2 riser quote. The credit for the extra eccentric cone section is as follows: The price for the 48"x 4.0' Eccentric Cone is$246.02 ea less freight. If returned in good shape, we would issue a credit for that Cone less the freight to get it to the jobsite, and less the freight to get it back to the Helena Plant. I cannot tell you exactly what the credit will be until we know the freight costs. Return trip haul charges are usually around $150.00,so there may not be much left over by the time this cone is returned. Thanks, Kellen ----------Forwarded message ---------- From: Beth Young<bvoungOcretexwest.com> Date: Fri, Oct 2, 2009 at 2:14 PM Subject: 709352 -Bozeman WWTP Terminal Box No. 2 Riser,Bozeman,MT- Oct 15,2009 To: "ko adtna—grnail.com" <k amradt rnt mail.com> We are pleased to quote the attached. 10/29/2009 _AGPA ������ Gl1fTIF1lD 11 Concrete Products cA5r.r. West Inc. Page 1 Owner: City of Bozeman CW Project#: 709352 Project: Bozeman WWTP Terminal Box No.2 Riser Date Prepared: 10/02/09 Location: Bozeman,NIT Design Firm: Morrison Maierle Bid Date: October 15, 2009 Item Qty Unit Description Unit Price Per Unit Total 1 ea Terminal Box#2 Riser $ 1,701.72 ea=$ 1,701.72 Includes:48"Barrel Section,Type 2 B Cover with Syracuse Casting Aluminum Hatch cast into cover,Joint Seal. Contractorwill use existing 48"x 1.3` Barrel to achieve total height needed. No steps required. 1 ea Minimum Haul Charge $ 521.40 ea=$ 521.40 TOTAL FOB JOBSITE=$ 2,223.12 MOTES: 1) Cretex West reserves the right to change pricing based on Final construction plans and approved shop drawings. 2) Does NOT include insulation or coatings of any kind. 3) Contractor should schedule delivery at least two weeks prior to delivery date. Delivery is subject to availability of trucks. Final loading instructions must be complete within 24 hours of delivery or we cannot guarantee that trucking will be available. 4) Two weeks lead time required for ordering Syracuse Castings Aluminum Hatch from time of acceptance of order. ACceptanCe: Subject to contract award and CCPW Terms and Conditions,we hereby order the required material at the above unit prices, COMPANY BY BY GARY WILLIAMS, SALES TITLE DATE CRETEX CONCRETE PRODUCTS WEST,INC. 01692>5 Cretex t jot�-Lk---J. ,* Concrete Products West, Inc. Page 2 Owner City of Bozeman CW Project#: 709352 Prepared By: Gary Williams (406)442-8060 gwilliams@cretexwest.com Salesman: Gary Williams (406)442-8060 gwilliams@cretexwest.com General Office SaIWEnginaering Office SalesfEngineering Office Rapid City SD Bismarck ND — Helena MT PO Box 1620 925 Basin 7 West 6ttt Ave Suite 504 Rapid City SD 57709-1620 Bismarck ND 58504 Helena MT 59601 (605)7184111 (701)223-717B (406)442-8060 (605)71 B-0808 Fax (701)223-562D Fax (406)442-8036 Fax TERMS AND CONDITIONS OF SALE; A. All sales subject to Cretex Concrete Products West,Inc,standard terms and conditions which are available upon request and will be malled with a formal quotation to the apparent successful bidder. B. Terms-21.15 Days,Net 30 Days from statement date. Structure items made special for this project may be invoiced prior to shipment In accordance with specifications,if applicable. This quotation Is subject to credit approval,performance bond or prepayment arrangements must be made prior to production. C. These prices are firm for 60 days after the bid letting and do not include state and local taxes.Delivery date to be negotiated. D The above quantities are not guaranteed to be correct.Any additions or deletions are the purchasers responsibility to let us know In a timely manner. E. Unless noted,the above prices are FOB jobsile on our truck as near as possible under it's own power and are based on full truck load quantities.Light loads are subject to a freight adjustment. F. G. Partial loads less than 45,000 lbs are subject to a minimum toad charge of. $521.40 H Claims of backcharges will NOT be allowed without providing the seller notice of a deficiency prior to correction of the deficiency.The seller shall be permitted the first opportunity to correct the deficiency, Acceptance: Subject to contract award and CCPW Terms and Conditions,we hereby order the required material at the above unit paces. COMPANY BY BY GARY WILLIAMS, SALES TITLE DATE CRETEX CONCRETE PRODUCTS WEST,INC. D159275 Change Proposal Request Documentation CPR 042 An MUSSON CHANGE PROPOSAL REQUEST r:lriMEE,INC (Not a Change Order) Project: Bozeman WRF Phase 1 Improvements CPR No.: 042 CPR Date: 10113/2009 Bate Sent to Contractor: 10/13/2009 Date Rec'd from Contractor: TO: Williams Brother Construction Please furnish your proposal for executing the following change(s): Modify specification 13442-2.2.E to make FCl the only acceptable manufacturer for the Thermal Mass Flowmeters, The Owner would prefer to standardize on meters manufactured by FCI. Modify specification 13442-2.2.E to delete 300-FE/FIT-06 from the Contract.The Existing device located on the 20` LPA line is in good condition and will remain in service at its current location. Modify specification 13442-2.213 as required to provide ultrasonic-type meters manufactured by Flexim(see part numbers below)instead of the specified Doppler-type meters manufactured by Dynasonics. The Dynasonics meters were found to not perform satisfactorily during field testing. Flexim Americas Corp(www.fiexim-instruments.comi: • ADM 7407 Single Channel Permanent Flowmeter(pfn US-7407.SC) • Pair of Type K Clamp-On Flow Transducers(p/n FSK-NNNTS-000) • Permal_ok Track Mount Systems(p/n PLKDR-N-3) • Traceable Wet Flow Calibration Certificate(p/n US-SER.C3PT) Provision of flow meter 203-FEJFIT-01 is not required. install Owner-fumished Flexim flow meter(renamed to 203- FE/FIT-01)where 203-FEIFIT-01 is shown in the drawings. Ultrasonic level sensor and transmitter 103-FFJFIT-01 (listed as"101-FE/FIT 01 at 13442-2.4.E)is to be removed from the contract. The existing device located on the Influent Flow parshall flume Is in good condition and will remain in service at its current location. HDR/MMI ^ T''"- Date: 10/1312009 TO: HDR Engineering,Inc./Morrison Maierle,Inc. Proposal: Cost Credit (A time extension is no ip d f his modification unless otherwise detailed and justified:) Contracto / Date TO: Accepted/Not Accepted HDR/MMI:Date Accepted/Not Accepted Owner:Date Recommend to accept with markup reduced 1%as Gross Receipts Tax is included twice. Total recommended amount is $9,843.00. James Nickelson December 15, 2009 11:�UNIWN STATES Change Order Proposal •t[CT4460 C_X3ft ASIC113. INC. Change Request No: C/O 99 o: WILLIAMS BROTHERS Date Of Proposal: 11/17/2009 Job k 09-005 CPR# #42 Job Name:BOZEMAN WRF PHASE 11MPROVEMENTS Attention: BARRY CURTIS Work To Be Done: PROPOS{=D COST PROM TSl FOR INSTRUMENT CHANGES PER CPR 042. Labor Hours: HM: Rate-, $Q $ 42.81 _ Supervision Hours: $ 42.81 $ Labor Burden-included Total Labor Dollars: $ Travel Time&Subsistance: Hrs x Rate $ _ Small Tools as a%of Labor: 0.00% %Of Labor $ - $ Material&Supplies: $ Tools&Equipment Rentals: $ Estimation, Manager review&Admin Costs: $ _ Additional Safety Costs: 0.00% %Of Labor $ $ _ Additional Milage,Transportation Costs: $ _ Cleanup&Handling Costs: Consumables: $ Warranty: TSI QUOTEATTACHED $ 7,995.00 Estimated Job Disruption/Delay Costs: $ _ Other Misc.: $ This change requires a time extension of: Total Other Costs: $ 7,995.00 days. Pricing vold/subject to revision after Total Estimated Direct Costa: $ 7,995.00 The costs represented in this Change Proposal include only those costs which can be identified MARKUP 15.00% $ 1,199,25 at this time. No impact or delay costs are included. Shou.d it be determined that the project is impacted $ - at a later date by multiple changes,delays,or other causes beyond our control,we will submit these Subtotal: $ 9,194.25 at that time. BOND 0.00% $ - GROSS RECIEPTS 1.000% $ 91.94 Total Proposed Change Order price: $ 9.286.19 Submitted By: Terry Rizzuto Date: 11/17/2009 Approved By. Date; Title Project Manager/Estimator i e r*o Scone Letter:3 pages November 11,2009 Quote Number:7200 CO-2 To: ;Mountain States Electric Technical Attn: Terry Rizzuto Systems IRCUfQrJratE[i Project: Bozeman Water Reclamation Facility Phase i improvements Project 2303196thsueetsty Lynnwwd.WA 98036 1dk(A 751 i 75.5696 Reference; CPR-01 rat:02s�T7.s9o74 1010awmotiou0m Sid Date: N/A Bid Time:N/A Technical Systems,Inc.(TSt)is pleascd to provide a quote for the above referenced project. Material for this project will be shipped FOB Lynnwood WA,complete,ready for installation by others and field termination by others. TSl's price for the scope of work is as foI lows: 1. Provide only IFCI thermal mass flowmeters. Remove 300-FEIFIT-06 from the contract. Price:$1,161.00 2. Provide only Flexim ultrasonic flow meters. Remove 203-FE/F1T-01 from the BOhi,but still provide startup services. Price:57,938.00 3. Remove 103-FEI FIT-01 from the contract. Prise:41,104.00 Total Price:$$7,99.5.00 Terms: Net 30 FOB: Lynnwood WA Freight:Prepaid This quote is valid for 90 days. Please call with any questions you may have concerning pricing or any technical questions. Sincerely, Jimmy Nipper Technical Systems,Inc. 1-425-678-4172 TS1 Project No,720D BOZEMAN WATER RECLAMATION FACILITY PHASE 1 Job Name: IMPROVEMENTS PROJECT Date: 11/1112009 Customer Mountain States Electric Ordered By: Terry Rizutto TS1 Change Order No: 2 Reason for Change: CPR-42 Thermal Mass Flow Meter Reference No; Change OrderNo.:02 Project Manager/Project Engineer: JimmyNipper Addition to Sales Price: L SI l61.00 Additional Costs Notes Project Management 1 Hrs. Engineering 4 1Irs. Programming 0 Hrs. Startup 0 Hrs. Fabrication 0 Hrs. Engineering Support I Hrs. CAD 1 Hrs. O&M 0 Hrs. Travel Time 0 Hrs. Travel Expenses $0.00 Freight Expenses $0.00 Subcontract Cost S0,00 Material Cost $35 1.00 Comments: CC:Purchasing -2- TSI Project No.7200 BOZEMAN'WATER RECLAMATION FACILITY PHASE 1 Job Name: IMPROVEMENTS PROJECT Date: 11/11/2009 Customer: Mountain States Electric Ordered By: Terry Rizutto TSI Change Order No: 2 Reason for Change: CPR-42 Doppler Flow Meter Reference No; Change Order No.:02 Project Manager/Prcject Engineer. JimmyNipper Addition to Sales Price: =S7,938"00 Additional Costs Notes Project Management 1 Hrs. Engineering 4 Hrs. Programming 0 Hrs. Startup 0 Hrs, Fabrication 0 Hrs. Engineering Support I Hrs, CAD I Hrs. O&M 0 Hrs. Travel Time 0 Hrs. Travel Expenses SO-00 Freight Expenses $0.00 Subcontract Cast $0.00 Material Cost 57,128.00 Comments: CC;Purchasing -3- TSI Project No. 7200 BOZEMAN WATER RECLAMATION FACILITY PHASE I Job Name: IMPROVEMENTS PROJECT Date: 11/1 1/2009 Customer- Mountain States Electric Ordered By: Terry Rizutto TSI Change Order No: 2 Reason for Change: CPR-42 Remove Ultrasonic Level Meter Reference No: Change Order No.:02 Project Manager/Project Engineer; JimmyNipper Addition to Sales Price; $1:,104.00 Additional Costs Notes Project Management 1 Hrs. Engineering 0 Hrs, Programming 0 Hrs. Startup 0 Hrs, Fabrication 0 Hrs. Engineering Support 0 Hrs. CAD 0 Hrs, O&M 0 lits. Travel Time 0 Hrs, Travel Expenses $0.00 Freight Expenses 50,0.0 Subcontract Cost $0,00 Material Cost (S 1,244.00) Comments: CC:Purchasing .4 GENERAL 1. Panels fabricated by TSi are UL 508 labeled. STANDARD INCLUSIONS We provide the following unless specifically excluded on our bill of material, 1) Equipment shipped FOR factory with freight allowed,tailgate,destination. 2) Field wiring diagrams showing interconnection of field instruments and instrumentation panels. 3) Instruction manuals as required. 4) All necessary field start-up and calibration of the equipment we supply. STANDARD EXCLUSIONS We do NOT include the following unless specifically included in our bill of material: 1) Pipe, tubing,valves or fittings between the instrument and the process. 2) Conduit,wire or cable not an integral part of the instrument. 3) Mounting brackets,stanchions,supports or mounting pads not an integral part of the instrument. 4) Labor to install the equipment. 5) The Cost, (if due to local union regulations),to have local craftsman make adjustments or wiring modifications to our equipment during start-up and calibration. b) Any material or services not in our quoted sections. 7) This proposal is based on award..of a supply purchase order and does not include any of the costs associated with bonding or subcontract administration. If bonding or a subcontract is required they can be provided for additional cost. CC:Purchasing .5- Change Proposal Request Documentation CPR 043 MORRISON CHANGE PROPOSAL REQUEST a94 MAIERLE INC. (Not a Change Order) Project: Bozeman WRF Phase 1 Improvements CPR No.: 043 CPR Date: 10/2012009 Date Sent to Contractor: 10/2012009 Date Rec'd from Contractor: TO: Williams Brother Construction Please furnish your proposal for executing the following change(&): Add the 4"plug valve on the 4-DFM line that materialized from RFI 61 (attached). HDRIMMI Date: 10/01/2009 TO: HDR Engineering, Inc./Morrison Maierle, Inc. Proposal: Williams Brother will provide a 4" Milliken )tua valve,meeting all reauiremsnts in RFt#fit and,spec.section 151.02 for $420. Materials handling, labor, modifications to the 4-DFM line, and the required bolt packs will be an additional$200_ Cost $620.00 Credit (A time extension is not required for this modification unless otherwise detailed and justified:) Contractor �,c�. Date. Lc7 TO: Accepted/Not Accepted HDR/MMI:Date Accepted/Not Accepted Owner: Date Recommend to accept James Nickelson 10/20/09 A �MORRISON CONTRACTOR'S REQUEST FOR INFORMATION (RFI) 14 - MAIERLE,ix- -PROJECT: Phase 1 Improvements RFI NO.: 061 Bozeman Water Reclamation Facility HDR PROJECT NO.: 00...60746-00123 DATE: 09-29-2009 REQUEST: A problem may exist with the 4-DFM line in the RASIWAS #2 structure. The line starts in the sump at the north end of the building and is pumped to a tee where the pipe splits to the west toward terminal box#2 and to the east where it ties into the 24-RAS line. Contractor suggests that shutoff valves be placed on either side of the 4-inch tee for controlling the direction of flow. Owner Contractor HDR Engineering, Inc. Signature REPLY: No isolation valve is necessary where the tee is, however, please add an isolation Y;ug valve on 4-OFM, right before connection to 24-RAS line. Operator should be removed and operating nut left, to reduce the risk of accidentally ciosing the norma!-----open Ccralynn Revis Owner Contractor HDR Engineering, Inc. Signature Change Proposal Request Documentation CPR 044 E-UR A MORRISON CHANGE PROPOSAL REQUEST Lii j MaRLE ilc (Not a Change Order) Project: Bozeman WRF'Phase 1 Improvements CPR No.: 044 CPR Date: 11120[09 Date Sent to Contractor. /1120/09 Date Rec'd from Contractor. TO: Williams Brother Construction Please furnish your proposal for executing the following change(sy On the RASIWAS building provide the following changes: 1, Saw cut The gxistincj_west footing Lobe Mush with existing buildino wall 2. Drill and embed#4 dowels along the len4th of the top of the,wall between the existing and expanded building uer Detail C on Sheet 0601 S01 HDR/M Date: TO: HDR Engineering,inc.[Morrison Maierfe, Inc. Proposal• Cost Credit (A bme extension is noI ' d for is modification unless otherwise detailed and justified:) Cont ctor Date ! "5--/0 TO: Accepted[Not Accepted HDR/MMI:Date AcceptedNof Accepted Owner:Date Recommend to accept James Nickelson 1/13/10 CONSTRUCTION DOCUMENTATION FORM No. 044 HDR ENGINEERING, INC. Project: Bozeman WRF Date; 1-5-10 Description; CPR-044 A-Core 956.00 Mark-up @ 7% 67.00 Anderson Steel 392.00 Laborer 4hrs @ 30.38 12100 Excavator 1hr @ 150 00 150.00 Haul 65.00 Dump fee 5.00Ran 20.00 Mario-up 17% 127.00 Response: Cost $1898.00 Credit Schedule Change Days Contractor Date 1-5.10 HDR Date: city Date: of MONrANA :. C Serving IDA, dONTANA&WYOM/NG CONCRE7F SAWING -CORE LLNG DEVOLITION-JOINT SEAUAV �4 CURB CUMNG - WIRE SAWNG BR/DGE DECX GROOWA(19 ..X•^• P.O,Box 2559-Idaho Falls,Idaho 83403 Mg Toll Free @( W) 552-814 RECEIVED Montana License#rasa INVOICE DEC.0 2 2009 257045 WILLIAMS BROTHERS INVOICE DATE: 11/11/09 CUST#:001827 P.O. BOX 1459 PAYMENT TERMS: Net 30 Days BILLINGS,MT 59104 PORCH ORDER#: DATE OF WORK: 11/10/09 SALESMAN: BENNY JENSEN JOB TICKET: 43393 JOB SITE WASTE WATER TREATMENT BOZEMAN,MT e fir f QUANTITY CR Ib , �:�. ff'• PRICE AMOUNT 28.00 FT 0 12 DEEP WALL SAWIlW kw C01�R�7��: - �" I AP."' 27.000 756.OD 34-50 FT 0 8" DEEP WALL SAWING11.1 ONCER&TBf � y 18.000 621.00 ,�g.M ez•�r s 4 3T'n fit:.iF4�7; S.00 CHAIN SAW CUTE `�K k - ^`�t _ 25.000 200.DO 1.00 HOUR MOVING BQUIPbOST ! V t' 1111CJIC%��I �� 150.000 150-DD Mt 0.50 HOUR TRAVEL TIME i' `' Kt:lr ;) '� `' L 100.000 50.00 .4gw tit r GS Y~.LI S11�M;y�.it A FINANCE CHARGE OF 1.5°A PER MONTH(A,P.R 18%)WILL BE CHARGED ON INVOICES UNPAID 30 DAYS SALE AMOUNT: 1,777.0 0 FROM BILLING DATE.IN EVENT OF DEFAULT OF PAYMENT,BUYER AGREES TO PAY COLLECTION COSTS. SALES TAX: 0.00 LIEN FEES AND REASONABLE ATTORNEY FEES. LIEN MAY BE FILED 70 DAYS FROM INVOICE DATE IF UNPAID (WE DO NOT ASSUME RESPONSIBILITY FOR LAYOUT OR DAMAGE CAUSED BY BURIED PIPE,CONDUrr, TOTAL AMOU NT: $1,7 7 7.0 D VOIDS,WOOD AND STEEL BEAMS.) Thank You! "SERVING THE CONSTRUCTION INDUSTRY THROUGHOUT THE WESTERN STATES" VISIT US AT OUR WEB SITE-www.a-core.com ® 40 t' January 4,2010 Barry Curtis Williams Brothers Construction 255 Moss Bridge Road Bozeman,MT 59103 We are pleased to quote the two wall angles for vertical stops between the existing concrete and new concrete on the East wall of the RAS/WAS Station No.2. L 2 x 2 x '/4 with holes Threaded rod and epoxy The Above For The Sum Of........................ $ 392.00 - No Tax - Furnished Only- No Installation or Erection - Prices are good for 30 days - Items are listed and none are implied - All price quotes are subject to material availability & pricing at time of order Sincerely thanking you, we are, ANDERSON STEEL SUPPLY 406-761-4354 Mike Romig Project Manager Quote 4010410-1 Page 1 of 1