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HomeMy WebLinkAboutChange Order No. 2, Water Reclamation Facility, Williams Brother Co.~~ ~ MORRISON ~wy~ MAIERLE,~~ DATE OF ISSUANCE • • CHANGE ORDER No. EFFECTNE DATE OWNER C~ of Bozeman CONTRACTOR Williams Brother Construction , LLC Contract: Bozeman WRF Phase 1 Improvements ENGINEER OWNER's Contract No. SRF C303105-01 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. OO1R, 002R, 003, 005, 006, 010, 011 and 012 as described in the attached documentation. Reason for Change Order: Cost savings and miscellaneous additional work. Attachments: Change Order No. 2 Summary with referenced attachments. CHANGE IN CONTRACT PRICE: Original Contract Price $ 36,362,223.00 Net Increase (Decrease) from previous Change Orders No. 0 to 1 $ 18,0000.00 Contract Price prior to this Change Order: $ 36,380,223.00 Net increase (decrease) of this Change Order: $ (203,713.45) Contract Price with all approved Change Orders: $ 36,176,509.55 CHANGE IN CONTRACT TIMES: Original Contract Times: Substantial Completion: October 5, 2011 Ready for final payment: January 8, 2012 (da s or dates Net change from previous Change Orders No. 0 to No. 1 Substantial Completion: 0 Ready for final payment: 0 da s Contract Times prior to this Change Order: Substantial Completion: October 5, 2011 Ready for final payment: January 8, 2012 da s or dates Net increase (decrease) this Change Order: Substantial Completion: 0 Ready for final payment: 0 (days) Contract Times with all approved Change Orders: Substantial Completion: October 5, 2011 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 an less expressly stated otherwise in the Change Order. And further, that the price agreed-upon herein represents fu c t and value for the subject work performed and the materials supplied under the terms of the contra d th t work quantities and value were properly determined and are correct. 7 7-09 RACTOR (Authorized Signature) Date RECOMMENDED BY: (ENGINEER -Signature) Date APP VE BY:. ~-2 -~ 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 No. 2 Summary Bozeman Water Reclamation Facility, Phase 1 Improvements Summary This change order consists of eight 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 1 R Northwestern Agreement Changes $ 8,001.40 0 2R Pump Station Relocation ($1 88,571.53) 0 3 System 2 Restrained Pipe ($ 80,358.50) 0 5 Splitter Box Pipe Change ($ 4,658.15) 0 6 Gate and Access Changes $ 18,813.11 0 10 Blower Horsepower Change $ 15,131.84 0 11 Drain under Utilidor $ 12,553.38 0 12 Over Excavation and Backfill $ 15,375.00 0 Total ($203,713.45) 0 • CPR 1 R Northwestern Agreement Changes The Contract was bid and awarded without a final agreement in place with the City and Northwestern Energy in regards to the land exchange and thus some items needed to be changed or added to the contract to comply with the agreement. The changes include adding an approach to Northwestern Energy's substation and modifying the fence along Moss Bridge Road. Documentation included for this change is CPR 1 R with drawing sheet and a sheet with the breakdown of the costs. CPR 2R Pump Station Relocation The relocation of the pump station (Primary Effluent Pump Station -PEPS) was proposed by Williams Brother Construction as a cost savings to the project. The major cost savings item is that the Primary Effluent Pump Station can be constructed without installing an elaborate shoring system on the east side of the Northwestern Energy's substation. The relocation does require some additional work including, piping, excavation and other miscellaneous work. Documentation included for this change is CPR 2R with drawing sheet and Construction Documentation Form No. 002R with detailed breakdown and recommendation. CPR 3 System 2 Restrained Pipe The change in the type of restraint for System 2 Piping was proposed by Williams Brother Construction as a cost savings to the project. The change includes reducing the number of bell restraints required on the project. Documentation included for this change is CPR 3 and Construction Documentation Form No. 003 with detailed breakdown and recommendation. CPR 5 Splitter Box Pipe Change The change in the configuration of the 24" Mixed Liquor line was proposed by Williams Brother • Construction as a cost savings to the project. The change eliminates three fittings. Documentation included for this change is CPR 5 and Construction Documentation Form No. 005 with detailed breakdown and recommendation. N:\2105\054\Construction Docs\Change Orders\CO 2\Change Order 2 Summary.docx • CPR 6 Gate and Access Changes This change includes adding gates to the perimeter fence, modifying the main gate and access way and modifying access to the future digester control building. These modifications were requested by the Water Reclamation Facility in order to accommodate access for a variety of uses. These include providing access to the USGS Gauging Station, access to an irrigation ditch and plant grounds and to allow for large trucks to enter the facility through the gate by the Administration Building. Documentation included for this change is CPR 6 with drawing sheets and Construction Documentation Form No. 006 with detailed breakdown and recommendation. CPR 10 Blower Horsepower Change The change entails increasing the size of the electrical support equipment for the blowers, increases size of feeder cabling and breakers for each of the three blowers. The blower connected horsepower ended up being greater than originally indicated by the blower manufacturer's during design. Documentation included for this change is CPR 10 and Construction Documentation Form No. 010 with detailed breakdown of the costs. CPR 11 Drain under Utilidor The change is required due to a conflict with the existing underdrain system and the utilidor. While the plans indicate a conflict and describe how to reroute the underdrain pipe, additional effort is required as a manhole on the underdrain is in conflict with the utilidor and the underdrain is constructed with asbestos cement pipe. Documentation included for this change is CPR 11 and Construction Documentation Form No. 011 with detailed breakdown of the costs. CPR 12 Over Excavation and Backfill Unsuitable soils for subgrade have been encountered for a number of building foundations and for some of the access roads. The unsuitable material is being excavated and disposed of on- site and being replaced with suitable material excavated from other areas of the site. The estimated quantity of over excavation is 2,500 cubic yards. The over excavation will be paid at $6.15 per cubic yard based on a measurement of the excavated material. Price shall include excavation and removal, import of suitable material and backfilled and compacted per specifications. End N:\2105\054\Construction Docs\Change Orders\CO 2\Change Order 2 Summary.docx T • ~ MORRISON CHANGE PROPOSAL REQUEST It~t MAIERLE,t~c. (Not a Change Order) Project: Bozeman WFR Phase 1 Improvements CPR No.: 001 CPR Date: 2/9/2009 Date Sent to Contractor: 2/10/2009 TO: Williams Brother Construction Date Recd from Contractor: Please furnish your proposal for executing the following changes(s): Modifications to the location of fencing~change in size and location of a Gate and construction of an approach to the Northwestern Substation Changes are shown on the attached exhibit "CPR #001". HDR/MMI ~ ~,~'' ~'~~ Date: 2/10/2009 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 TO: Accepted/Not Accepted Accepted/Not Accepted Date HDR/MMI: Date Owner: Date • ~, ~.' ~~O ~~~ ~~~ sz O n s a '`i N 0 n z c m m 0 0 0 0 0 0 0 0 0 0 m 0 I ~ I v m ~ Ix m m -~ / lo ......._..._.. .._...__... _........_ %' O _........ _......_ O n U O N W 3 d 3 0 d m a N ~j Z D m m o O II ~ W N F ~_ O O ~" O ~ n j D (J~ eo V N m A N 0~ (T m A ~ UN m N V Ut m b OD {P m U -~ N m m m U ~o N N A Z ~ n O A O A v A m P v A m A ~ A ~ N P w N ~P ~ ~*1 ~ Z D ~ N u ~n u m ~ N N z m J (.+ V A 'J A Oo U W N N D O O z m z -~ in ~ o ~ o m o CO 0 o z m n '^ ~ rn D ~ - ~ A n v m D o m m z y m z m ~ O A Z/ A O Z O I ti o = z z z I I I I 1 _.. ~ .., I : ~ ....... _. ~ /~^ \ i I ~ I~ I .' i I I I j ~~~ \ I „ ., .. O O Y O m O S_ O Z C C O ~ 7G S ()~Z mT.Z Z1xUZy~nZG O ~A g ~;oz~~~n>zrZ~= -i O ~ s ~ o ~ y~ A~ m m~ m~ m U~ O ~ N o Z z0 ~ m o°zz m~mDmin ~n~am n Om S m ~ ~ V1 O m O Z O U m O I/~ 1/1 (n ~m v Z mOO~O ylnrln rNO~ '^ a n S`"x x AO o~ ~ ootiD-+O~rmNnxO r5. m+ " N`nin~~~rm~mo' n O m O~ xA~Z~00=~tZ-1O y ~A ~ x Zmr0D0 <Om-DIC +O H ~prOZZI+AiZ~mApy mo rng m °o om on o~ozoDOy~~x °o N o 0 o~z x' Zmmx ~m ~n r~ ~m m ~ _ ~ ° -~ ~ mz n~z~omo~o mz' Cmrji z ~ O O x ~ N n m n I a r CONSTRUCTION DOCUMENTATION FORM No. 001 R HDR ENGINEERING, INC. Project: Bozeman WRF Description: CPR-001R See attached breakdown • Response: See o~~--~~.~ Q .5 hc~-F t~ i~' ~ Y` ~ v ~ se~ ~~ ~- v ~i j yo Schedule Change Days Date: 5-8-09 Contractor ~ C°,uiLtao ~y~ HDR .,,~~C~ _ City %` Date 5-8-09 Date: ~ ~~ ~ °~ Date: 1 r CPR 001R . M M 106/16/09 Add Fence End Post Corner Post X Braces Holes Subtotal Mark-up (7.01%) Unit Price Number Unit $ 14.15 40 If $ 87.50 1 ea $ 106.25 4 ea $ 156.25 8 ea $ 156.25 8 ea Total $ 566.00 $ 87.50 $ 425.00 $1,250.00 $1,250.00 $ 3,578.50 $ 250.85 Pot Hole Gas Re-survey Strip and Excavate Sub-base Gravel Base Gravel Subtotal Mark-u p(17.11%) $ 200.00 2 ea $ 65.00 2 ea $ 4.50 180 yd $ 11.75 120 yd $ 16.25 50 yd Tota I • Asphalt work paid at unit price $ 400.00 $ 130.00 $ 810.00 $1,410.00 $ 812.50 $ 3,562.50 $ 609.54 $ 8,001.40 • • Add fence End post Corner post X braces Holes Pot hole gas lines Re-survey Strip & excavate approach Sub-base gravel Base gravel Asphalt Mark-up 18% Deduct fence Price Number Unit Total $ 14.15 440 Lf $ 6,226.0 $ 87.50 1 ea $ 87.5 $ 106.25 4 ea $ 425.0 $ 156.25 8 ea $ 1,250.0 $ 156.25 8 ea $ 1,250.0 $ 200.00 2 ea $ 400.0 $ 65.00 2 ea $ 130.0 $ 4.50 180 yd $ 810.0 $ 11.75 120 yd $ 1,410.0 $ 16.25 50 yd $ 812.5 unit price $ 2,304.18 $ 2,304.2 $ (14.15) 400 Lf $ (5,660.0) Mark-Up 8% $ (452.80) 1 LS $ (452.8) $ 8,992.4 • • • CPR #001-R Deletion: 400' X $14.15 = ($5660.00) Addition: 440' X $14.15 = $6226.00 1 -End Post X $87.50 = $87.50 4 -Corner Posts X $106.25 = $425.00 8 - Braces X $156.25 = $1250.00 8 - Holes X $156.25 = $1250.00 TOTAL ---- $9238.50 Total Addition for CPR #001-R is $3578.50 • ~;.. MORRISON CHANGE PROPOSAL REQUEST ,rdsll~ MAIERLE, INC, (Not a Change Order) Project: Bozeman WRF Phase 1 Improvements CPR No.: 002 CPR Date: 2/05/2009 Date Sent to Contractor: 2/19/2009 Date Recd from Contractor: TO: Williams Brother Construction Please furnish your proposal for executing the following changer(s): Move the Primary Effluent Pumping Station approximately 30 feet to the east per attached drawing. Reroute PE HDR/MMI ~ Q -~~.r---- Date: 2/19/2009 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 Accepted/Not Accepted HDR/MMI: Date Owner: Date • • • s 9 `o b ~ la-i R F==.• sC17p Z ~ C7 ~ ' J ~ N 0 N A 3 m 3 E ui N O O N Z n D r ~ ~ f1 n n o 0 u o a N S n m O O N a "z m "6 a~ 0 ~ C ~ ~ 7~' O fD tU N y ~ ~ ~ 7 •/ T~ N O O N c ~ I m :~ m ~ i -. ..._._ .' ~ i h l ...!. •l I I ~ Z - :' I ~ '. t. j : . m - ~ ~ x 1 I .__. ~. t x ' r I I .I _.._ _ I "- z I rl m ( I I I ~ 1 -1~ ->I~A ~ i- ( ~ ~ ~ m m m I I x Z O ro ~ I ~ I ~ 1 ° A z 1 II 1 N~ I m Z Z -ov i +~~ .Zl c~o • i iI ° k ~ z~ m y ~ ~ °o° o N j j u lu ~ I I z ~ I f z _ _ m N _ kFkF.oynn».. ) _' i : I ~ -G Z N o f mo _,'Y'~. v ~~ym ~ o y p o U UJ (~ O D11~^rRJ^JI11 m z 0 w o ~ 0 m'-7 =r1 - ~D~ ~ n .. ~~r'i m A .J ., ~mr r m, m ~.rn .. .._. .. .. ..... .., __..... .. ._. D_ t .z N ..._. ... .._ .. .`.... - .. - r i ' ~ 1 i ~ ' ~ I , ; I I ~: r 1 _ _. . I / CONSTRUCTION DOCUMENTATION FORM No.002R HDR ENGINEERING, INC. Project: Bozeman WRF Date: 5-6-09 Description: CPR-002R Per attached sheet Response: • See attached sheet. Mark-ups changed and addition errors corrected on credit work ~1~8,s7I.s3 Credit Schedule Change Contractor .~ C..rr2~ra HDR - ~'e ce ~.,G ~ Q ~=~~ • City Date 5-6-09 Date: ~,~~~ Date: CPR 002R M M 106/ 16/09 • Additional Work Totai from WBC Sheet $ 85,791.20 Mark-up (17.11%) $ 14,678.87 Subtotal $ 100,470.07 Credit Items Total from WBC Sheet $ 270,107.10 Mark-up (7.01%) $ 18,934.51 Subtotal $ 289,041.61 Grand Total $ (188,571.53) • • r 1 LJ • Add 60' of 30" DI pipe installation Add 1 30" DI 90's with megalugs installation Add additional storm sewer manhole installation Add 39' of 36" RCP installation Add 16' of 15" PVC SDR 35 sewer installation Add additional slope excavation & backfill Bollards installation Remove Approach & Haul Anchor Power Pole Asphalt Disposal Grade & Reseed Price Number Unit Total $ 83.07 60 LF $ 4,984.2 $ 33.00 60 LF $ 1,980.0 $ 5,727.00 1 EA $ 5,727.0 $ 576.00 1 LS $ 576.0 $ 2,920.16 0 EA $ - $ 300.00 0 LS $ - $ 63.03 0 LF $ - $ 28.00 0 LF $ - $ 30.28 0 LF $ - $ 15.00 0 LF $ - $ 5.25 11700 CY $ 61,425.0 $ 600.00 2 ea $ 1,200.0 $ 600.00 2 ea $ 1,200.0 $ 9.50 302 yd $ 2,869.0 $ 3,500.00 1 LS $ 3,500.0 $ 15.00 42 yd $ 630.0 $ 0.50 3400 sgft $ 1,700.0 Mark-up 18% $ 15,442.42 $ 15,442.4 Deduct 30' of 54" Hobas pipe $ (267.70) 30 LF $ (8,031.0) installation $ (55.00) 30 LF $ (1,650.0) Deduct shoring $ (250,000.00) 1 LS $ (250,000.0) Deduct 30' of 12" DIP $ (24.42) 30 LF $ (732.6) installation $ (33.00) 30 LF $ (990.0) Deduct 30' of 4" DIP $ (10.06) 30 LF $ (301.8) installation $ (12.00) 30 LF $ (360.0) Deduct 36" RCP end section $ (554.00) 2 EA $ (1,108.0) Deduct 30' of 24" DI pipe $ (59.27) 30 LF $ (1,778.1) installation $ (33.00) 30 LF $ (990.0) Deduct fence and gate $ 14.15 20 LF $ 283.0 Deduct 36" RCP $ 63.03 61.6 LF $ 3,882.6 $ (20,942.07) 1 LS $ (20,942.1) $ (181,484.3) • • i• CPR #002-R Deletion< l6~' X .$14,1.5 = ($2~fi4.Q4) Addtion> l~0' X $14.15 = $198L.a0 Total. Deduction for CPR #002-R is $283;00 i• t R M~~OnrR~RISON CHANGE PROPOSAL REQUEST • ~~ ly1tui',~,~' ,INC. (Not a Change Order) Project: Bozeman WRF Phase 1 Improvements TO: Williams Brother Construction CPR No.: 003 CPR Date: 3/09/2009 Date Sent to Contractor: Date Recd from Contractor: Please furnish your proposal for executing the following changes(s): To Section 15060 Article 15060 3 12 B 2 2 3) f) (Addendum No 3 System 2) modify the oaraq[aph to read as follows: f) Push on mechanical joints with joint restraint (at valves and buildina connections only) arovided using ariaoing edge joint restraint `Megalug Series 1100' or equal." HDR/MMI ~~~ ~^"'"~~~ Date: 3/09/2009 • 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 TO: Accepted/Not Accepted Accepted/Not Accepted Date HDR/MMI: Date Owner: Date C. CONSTRUCTION DOCUMENTATION FORM No. 003 HDR ENGINEERING, INC. Project: Bozeman WRF 09 Description: CPR-003 Per attached quantity sheet. Date: 5-20- • Response: ~~~ ylu~ Sec. a-f'~a~J,~ Gorisu rl Schedule Change Days a 80 3 So° S Contractor ,~ ~~~ Date 5-20-09 HDR ' Rt r~ J ~~'- Date: 7/7/ ~ City Date: • • Add Restriants used per Price Number Unit Total Approved System 2 Drawings 4" mega-lug 23.82 29 ea 690.78 Installation 14.90 29 ea 432.10 8" mega-lug 40.23 12 ea 482.76 Installation 17.30 12 ea 207.60 12" mega-lug 78.73 44 ea 3,464.12 Installation 20.00 44 ea 880.00 24" mega-lug 276.34 21 ea 5,803.14 Installation 28.84 21 ea 605.64 30" mega-lug 708.54 33 ea 23,381.82 Installation 38.45 33 ea 1,268.85 Mark-up 17.11 % 6,367.80 6,367.80 Deduct Bell Restraints 4.. -36.84 118 ea -4,347.12 Installation -29.80 118 -3,516.40 6,. -53.63 8 ea -429.04 Installation -33.64 8 -269.12 36 248 -3 8.. -95.54 34 ea . , • 60 -34 34 -1,176.40 Installation " . 25 -156 39 ea -6,093.75 12 . 40 -39 39 -1,536.60 Installation " . 49 -191 46 ea -8,808.54 16 Installation . -47.10 46 -2,166.60 24" -404.82 36 ea -14,573.52 Installation -57.68 36 -2,076.48 30" -833.06 56 ea -46,651.36 Installation -77.70 56 -4,351.20 36" -1,087.16 14 ea -15,220.24 Installation -97.08 14 -1,359.12 Mark-Up 7.01 % -8,119.25 1 LS -8,119.25 -80,358.50 • r1 LJ • Add Restriants used per Approved System 2 Drawings 4".mega-lug lnstal{ation 8".mega-.lug Installation 12" mega-lug Installation 24" mega.-lug Installation 30" mega_lug Installation Mark..-up 17% Deduct Beal Restraints 4.. Installation 6" {nsta{laton 8" installation 12" installation 1.6„ Installation 24" Installation _30" Installation 36" Installation Price Number Unit Total 23,82 29 ea 690:78 14:90. 29 ea 432.1.0 40..23 12 ea 482.76 17.30 12 ea 207.60 78:73 44 ea 3;464:12 200.00. 44 ea 8;800:00... .276.34 21 ea 5,8Q3.14 28:84 21 ea 605..64 708:54 33 ea 23,381.82. 38.45 33 ea 1,268.85 7,673:26. 7,673.26 -36.84 118 ea -4,347.12 -29.80 1.18 -3,516.4a -53.63 $ ea' -429.04.. 33.64' 8 -269.12 -17.30 - 34 ea -588.20 34.60. 34 -1,176.4n 1.56.25 39 ea -6,093.75 =39.40 39 -1.;536.60.. 191.49 46 ea -8,808:54` -47.10 46 -2,166.0 -4.04.82 36 ea -14,573.52 _57.68' 36 -2,476.48 833.06 56 ea -46,651.35 -77:70 56' -4,351.20... -1;Og7.16 14 ea -15,220:24 -g7.08; 14 -1,359.12 -7,921:46 1 LS -7,921.4,6. ~7% -68,275;08 • • SYSTENI2 & 3 - RESTRAINTS Aprii 13, 2fl09 stem 2 Sheet# Pipe Description Restraints YP-1 30-PE PEPS-Binreactor 1'2 YP-2 30-PE PEPS-Yard 7 YP-3 24-FE PEflS-Tee ~1 YP-8 3t7-ML Sputter-Yard 7 YPaB 30-ML Splitter-Yard ~ YP-11 12-DEW 'PEPS-RAS/WAS 22 YP-12 (A} 12-D RASMIAS-Bioreaetor 22 YP-17 4-D RP,SNVAS-Utilidor 14 YP-23 8-iPS Drain MW-Utilidor YP-36A'r 6-PSI. PEPS. 57 YP-A~B 8-D Headworks-Sump Pump_ ~ YP-50 3-D UV-Admin Building. 5 ` YP-S1 4-D 1PLS-UV .Building... YP-S2 4-1PS Admin Bldg-Utilidor Box 3 9 TOTALS 4" Restraints ~~ i3" Restraints 1.2 12" Restraints ~ • 24"Restraints 21 30" Restraints 33 Sys#em 3 Sheet # Pipe Description Restraints YP-18 3-SSM RASiWAS-Lift Station 12 YP-43 4-PSC Scum-Pit-UFAT z4 YP-47 6-PSC >Primary Scum-4"PSC a • ' From=`.INT.'PF~ PIPE ~ CTJFFLY Tor4oE248e378 400"2488~IS~ - UDIITED#PIP~o•~•1 7000 w v=cTORY P O BOX 9405 BoIS$, ID 83709 • 1/27/09 Telephone: 208-997-830D Bid I37: 5290559 Project: B02EMAN WRF - YARD - REV.#3.3 Dx Item Qty Na. Desaription - W 'TO OUTFACE Package Sub-total: ** SE - SECONDARY EFFLUENT ** - CLARIFI}3R 5&5 TO UV BLDG Package Sub-fatal: - w To FUTURE • Package Sub-total: ** RAS - RETURN ACTIVATED SG - LIFT STATION #2 TO 48" YVXS Package Subtotal: x*x*****************~******~** ** SYSTEM 2 *'` *****~******~***t************* ** DRyY - DEWATERING WASTE ** - ~,,IF'X' STA #2 TO PRIMARY EFF 504 028121 12" CL52NCL~D{2}ITJ GAS1~ETyPBR PIECE Z 028287 12" M.T DI ND 45-ELL 4 028271 12" M~7 DI ND 9D-ELL 2 x.72324 FO 1401D1~ZNOM' PIPETIW13~.2gPOD UFR2400-DA-12-x Unit Price UOM ox1a7/2ao9 oss24 ~a~~ 7 of 40 Page 6 Extended Price .00 .00 .00 .00 24.42 FT. 12,307,fi8 129.78 EA 259.56 260.36 F.A 641,49 7$.73 EA 944.76 Continued Next Page FrornxiJNITED PIPE « SUPPLY To:~l063488378 406248837$ N3sQ#462440.0.1 G1/27/2U09 08s24 Page 8 at 40 BOISE - UNITED PIPE 7000 N1 VICTORY P O BOX 9405 BOISE, IA $3749 1/27/09 Telephone: 208-997-8300 Baal ID: 5240659 Pxoject: BOZEMAN WRF - YARD - REV.#3.3 D~1 Page 7 Item. Unit Extended Qty No. Description Price UOM Price 2 093927 R501 13.55X13.55 RQM SSl3N CPLG 259.82 EA 519.64 2 022808 #5018 12" ROMAC CENTER RING EA 4 022793 #501 12" ~I,ACR ROMAC END RING EA 9~ 022773 #503. 13.55 ROI~'AC GASKET EA 16 065068 5/$X10-1/2 SS ROMAC TRACK BOLT E.A. 2 078412, 611-13.20 ROMAC FELL RESTRAINT 159.27 EA 318.54 Package Sub-total: 14,991.62 ** D - DRAIN ** - HEAI)WORICS 17UPLEX SUMP PUMP 72 022514 S" CL 51 TJ AuCTILE IRON PIPE 19.&3 FT 2,053.36 -INCL : (1) TJ GASKET k~ER PZBCy"s 2 043318 501 9.06X9.06 ROMAC CPLG 142.78 LA 285.56 ~/ SI~OPCOAT 304 SS BOLT & NUT 8" 340~N! PIPE - 5" CNTR RNG LGGTH 1 028269 8" MJ DI ND 90-ELL 79.64 LA 79.64 2 172322 FO 19DODA2 S" REST W/ ACC PAK 44.23 EA 8D.46 S" NOM PIPE f 9.05 OD "t7FR1400-DA-8-Z 2 091171 621-9.05 ItOMAC BELL RESTRAINT 95.54 SA 191.08 Package Sub-tote].: 1,69D.10 • SCUM PIT TO EXISTING 80 027183 4" CL 51 TJ DUCTILE :LRON PIPS 10.06 PT 804.80 -INCL: (1) TJ GASKET PER PIECE 'A'" 1 028392 9" MJ-LONG DT ND SLEE'V'E 31.29 EA 31.29 1 028267 4" MJ DI ND 9D-ELL 32.OD FA 32.D0 4 028283 4" MJ DI ND 45-ELL 29.51 BA. 118.D9 2 172320 FO 140UDAI 4" REST w/ ACC PAK 23.82 EA 285.89 ~ 4" NOM PSPE 14.80 OD U'FR1400-DA-4-I Can.ta.nued Next Page FromrUNT'SED PIPE ~ SUPPLY Tcs4062488378 4062488870 MsQ#462440.0,1 01J27/2009 0824 Gage 5 of 40 BOISE - UNITED PIPE 7000 W VIC"rdRY P 0 BoX 94b5 BozSE, ID 83709 • 1J27/09 Telephone: 20$- 997-83Q0 Bid ID: 5290659 Project: BOZEMAN WRF YARA - Rxv.#3.3 DFI Page 8 Unit Extended Qty Item i~Tp. DeBCription Pxioe UON! Price 2 x5637$ 501-4_$1X4.81%5-SSFE RqM CPLG 82.80 EA 165.60 2 a62a07 611-9.8a ROMAC BELL RESTRAAINT 38.87 EA 77.74 Package Sub-total: 1,515.33 - BIOREACTORS 2k3 TO RAS/fiFAS 252 028121 12" CL51 TJ DUCTILE IRON PIPE 24.42 FT 6,1.53.84 -INCL; (1) TJ GASKET PER PIECE 2 028271 12" MJ DI ND 90-ELI, 160.36 EA 320.72 4 172324 FO 14aaDAT 12" REST W/PiCC PAR 78.73 EA 314.92 12" NOM PIPE } 13.20, on UFR140a•DA-12-I 2 x46966 501-13.55X13.558 X7" EPOXY CPL 236.92 HA 473.84 W/5s soLTS ~ NtxTS •2 a78~12 611-13.20 120MAC BELL RESTRAINT 159.27 EA 318.54 Package Sub-fatal: 7,581.86 - RAS/'WAS TO UTILIDOR 180 027183 4" CL 51 TJ DiTCTILE IRgN PxPE 1a.a6 RT 1,810.84 - INCL : ( 1) TJ C,ASK33'r PER PIECB 3 028257 4" k,L.7 DI ND 90-8LL 32.aQ EA 96.DD 6 172320 FO ].40aDAI 4" REST YF/ ACC PAK 23.82 EA 142.52 4" NOM PIPF. I 4.80 OD UFR14Q0-DA-4-I 2 056378 501-9.81X4.$1X5-SSFE ROM CPLG 82.80 EA 165.60 2 0620x7 611-4.80 ROi~RA.C BELL RESTRAINT 38.87 EA 77.74 Package Sub total: 2,293.D6 - UV BLI3G - ADMIN 160 090173 3" C:L51 TJ DUCTILE IRON PIPE 13.35 FT 2,136.00 1 028266 3" MJ DI ND 90-ELL 29.16 EA 29.16 • 180019 FO 140aDAU 3" REST VP/ ACC PAK 22.64 FsA. 45.28 3" I303+I PIPS I 3.96 OD Continued Nsxt Page ' FYOmr'tTP3I2'ID PIPE & SUPPLY To:40b24d837d 406248 BOISE - VNTTEU~PIPE o 1 7000 7v VIC'T'ORY P O BOX 9405 sozsE, zD 8370s • 1/27/09 Tel.ephane: 208. 947-8300 Sid ID: 5290659 Project: BOZEMAN WRP - YARD - REV.#3.3 DH I tern tlni t gty' i3a. Description Prise 'UOM CAT #: UFR1400•DA-3-u 2 079801 501 4.00X4.00 ItOMAC CPLG 69.85 HA 3" Dz1STD SmL X SAME Package Sub total: - IPLS TO UV BLDG AO 027183 A" CL51 T3 DI7CTIL1; IRON PIPE 10.06 FT • INCL : ( 1) TJ GPa$KE'L' PER FIECB 2 02$2$3 4" MJ DI ND 95-ELL 23.51 EA. 4 172320 E`O 1400AAI 4" R8S'L' Pi/ ACC PAK 23.82 ~ 4" NOM PIPE ~ 4.$0 OD UFR1400-DA-4•I 2 056378 501-4.81X4.81X5-SSRE ROB! CPLG 82.80 L+A 062007 611-4.80 ROMAC BELL RESTRAINT 38.$7 BA Package Stab-total: - DIGESTER BLDG TO EXISTING Y8 022614 S" CL51 TJ DIICTILE .IRON PIPE 14.63 FT -INGL: (I) mJ GASRST P3:R PI8C8 20 027183 4" CL51 TJ DUCTII,F. IRON PIPE 10.06 k~'1' -ZNCL : (1) TS C3ASKET PER PIEC73 2 043318 507. 9.06X9.06 ROMAG GPLG 142.78 81°~ Vii/.BHOPCOAT 304 SS BOLT & NUT 8 " NOM PIP $ - 5 " CNTR RI+TG LGTH 2 0417.71 611-9.05 ROMAC BELL RESTRAINT 95.59 E,A 2 056378 501-4.81XA.B1X5-3SPE ROM CPL 82.80 EA 2 052007 61.1- 4.80 R~OMA,C BELL. RESTRAINT 3$ . 87 EA Package Sub-total: ** DFM - DRAINfsGE FORCE MAIN** • - PRIMARY EFF PUMP STATIOF3 oa.la7>auos oe:24 pane ~o of 40 Page 9 Extended Pride 139.70 2,350.14 402.40 59.02 95.28 165.60 77.74 800,04 263.34 201.20 285.56 191.08 165.60 77.74 1,184.52 Continued NeY.t Page ' }'rom:{f7NI4'E`D PIPT & SUPPLY To,4ob2488378 4002488378 Msq#462440.0.2 BOISH - UNITED PIPE 7000 W VICTORY ~ o Box 9405 BozsE, ID 83709 • 1/27/D9 Telephone: 208-947-8300 Bid ID: 5240659 Project: Bo2EMAN WRF - XARA - REV.#3.3 DH Item Qty No. De~Crigtion 60 090173 3" CI,51 TJ DUCTILE IRON PIPE 1 026266 3" Ms DI ND 90-ELL 2 380019 Fo 1400DAU 3" REST W/ ACC PAK 3" Norr PIPE ~ 3.96 oD CAT #: UFR1400-DA,•3-U 2 079802 501 4.00x4.00 RdMAC CPI,G 3" DI/STD STL X SAME Package Sub-fatal: - DIGESTER BLDG 60 011066 2" SCII 80 P/E PVC PIPE 1 011970 2" SXS SCFi 80 PVC 90-ELL 011996 2" SXS SCH 80 PVC 45•ELL Package Sub-total: ** DoF - Dz~~sT~~ ov~RFLaw ** - DTC3ESTBR TO Ux'TLTDOR 36 022614 8" CL51 TJ DUCTILE IRO1J PIPE - I1~iCL : (1) ~'~' GASKET PER k'IBCB 1 02$249 $" MJ DI ND 90-ELL 2 172322 Fo 140oDA2 8" REST w/ ACC PAK S" NOi~f PIPE ~ 9.05 OD UFR1400-DA-8-I 2 049985 501 9.06X9.06X5-SSFE ROM CPLG 5S BOLTS/NUTS - FUSION EPXY 2 0 41171 611.9.0 5 i20MAC BELL ~2E S'I`RAI NT Package Sub-total: • ** IPFM - IN PLANT FORCE MN ** Unit Price ITOM 13.35 FT 29.16 8A 22.64 EA fi9.85 EA 94.63 C 2.36 EA 5.57 8A 01/27/2009 08s24 Papa 11 of 40 Page 10 Extended Price 801.00 29.16 45.28 139.70 1,015.14 56.78 2.36 5.57 64.71 14.53 FT 526.6$ 79.64 EA 79.64 4o.a~ $~ s~.4s 143.01 8A 286.02 95.54 EA 191.08 1,153.88 Continued I3ext Page ' r'rotn:'UbtITEA PIPE & 5UPPLY 3'0~ 406e488378 4063488378 Msq#462440.0.1 BOISE - UN2TED PIPE 7000 W VICTQRY P O BOX 3905 BOISE, SD 83709 • 1/27/09 Telephone: 208-949-8300 Bid ID: 5290659 Project: BOZEMAN WRS - YARD - RBV.#3.3 DH Item gty No. DeECZ'ipti4ri • HEADV4'41ZKS TO UFAT 240 0271$3 4" CL 51 TJ DUCTILE IRON PIPE • II~TCI, : ( 1) 'I`~1' GASKET PER PIECE 2 02$26? 4" MJ DI ND 90-ELI, 1 028283 4" M.7' DI NB 45 -ELL 6 172320 FO 1400DAI 4" REST W/ ACC PAK 4" rloM PIPE ~ 4.80 OD tTFR1400•DA-4-I 2 025446.8501 (4.81X 4.81) ROMAC CPLG ICIT: STD STL/D.I. X (SAME) 2 022$00 #501 4" Rarzxc c~rrrsR RIUTG 4 022780 #501/FCX 4" RED RoMAC SND RING 022743 #501 4.81 ROMAC GASKET 022777 5/$X$ ROMAC TRAGIC $OLT WJNUT 2 062007 611-4.80 xawrar HELL RESTRAINT Package Sub total: ** IPS - IN PLAPIT SEWER ** - DRATN fi0 UTILII~I2 36 022614 8" CL 51 fiJ DUCTILE IRON PIPE -INCL; {1) TJ GASKET PER PIECE 1 028285 8" MJ DT ND 45-ELL 2 172322 FO 1400DAI $" EtEST W/ .',CC PAK $" NOM PIPE 1 9.05 OD UFR1400-gA-$-I 2 044986 501 9 .O b~C9.O bX5 • SSFE RON1 CPLG SS BOLTSJN'UTS - FUSION EPXY 2 041171 611-9.05 ROMAC BELL RESTRAINT Package Sub-total: • - ADMIN BLDG TO UTILTDOR BOX Unit Price UOM 1x.06 FT 32.00 SA 29.51 EA 23.82 }3A $b.82 8A EA EA RA EA 38.87 EA Ol/27f2009 OMs34 PagB 12 of 40 Page 11 Extended Price 2,414.40 64.00 29.51 142.92 173.6& 77.74 2,902.21 14.53 FT 526.68 6$.96 PA 68.9$ 40.23 EA $0,46 143.41 EA 285.02 95.54 EA 191.08 1,153.22 Contz.nueci Neat Page ' bz'alnsiTtdxTED FIPE & SUPPLE Tu~40s2488378 4062~l68378 Me$#4s3940.b.1 01/27/2009 oa:a4 Page 13 of 40 BOISE - UNITED PIPE 700o w VICTaR~ P O B01S 9405 BOISE, ID $3709. • 1/27/08 telephone: 208-947-8300 ~3id ID: 5240659 Project : BOZLMAN V7Rk7 - YARD - REV . #~ 3.3 DH Page 12 It~n Un1t Extended Qty NO. Descriptivrs Prise UaM Prise 120 027183 4" CL51 TJ DUCTILE IRON PIPE 10.06 RT 1,207.20 - S1VCI.: ( 1) TJ GASRE'I` PER PIECE 2 02$267 4" MJ DT ND 9Q-ELL 32.00 RA 64.00 4 172320 Fo 1400DAi 4" REST YP/ ACC PAIL 23.82 E.A. 95.28 4" NOM PIPE ~ 4.80 OD uFR1400-DA-4•I 2 057337 501-4.81X9:.$1 RoriaC COUPL=NG 82.80 EA 165.60 2 062007 611 -4 . $0 ROMAC sEI.,L RES'L`RAINT 38.87 EA 77.74 Fackage Sub-total: 1,609.$2 ** ML - MIXED LIQUflR ** • - BIOREACTpR ]. TO 2&3 lfi2 120348 36" CI,51 T3 DUC'~`ILL IRON PIPE 159.32 PT 25.809.84 1 120909 3b" MJ D3 TES 6,369.42 EA 6,369.92 2 000000 36" M~7 DI ND 90-ELIa 4,061.51 SA 8,123.02 1 000000 36" M~7 FLUC3 VALVE 35,164.84 SA 35,164.84 1 183557 SCR CI vALV$ sox LID aNLY 12.14 8A 12.14 1 172469 8550 26" vAI,VE BoX ToP-DOM 57.00 EA 57.00 1 172470 8564 36" VALVE 80x SA58-DOP2 59.00 ;EA 59.00 9 1$0017 FO 1400DAI 36" REST W/ ACC PAK 922.14 EA 8,299.26 36" 130M PIPE ~ 38.30 OD CAT #: UFR1404-DA-36-I 4 000000 400-36"-lA-FS ROMAC CPLG 1,092,18 EA, 4,168.72 4 000000 FO 1450 HELI, REBTRA,TNT 36" 1,087.16 EA 4,348.64 Package SuY~-tatal: 92,411«88 - BIc~RBPCTQRS 2&3 TO SPLITTER 90 000000 42" CL51 TJ DUCTILE IRON PIPE 222.62 FT 20,035.80 • 000000 42" M..T DI ND 90•ELL 7,283.91 EA 7,293.91 1 000000 42" MJ DI NFl 90-ELL 7, 283.91 E.A 7,283.91 Continued Next Page From:UNITED PIPE ~ ~OPPLY Tor4062488378 4062489378 Msq#462940.0.1 01/27/2009 06:24 Page 14 of 40 BOISE - UNITED PIPE 7000 w vICTORx P O BOX 9405 BOISE. TD 83709 • 1!27!09 Telephone: 208-947-8300 sid ID: 52405.59 Pxoject: BOZBNlAN WRF - XARD - REV.#3-3 DIi Item Qty I3o .. Des cx' ipt ion 4 000000 k~0 1400 JOINT RESTRAINT 4 000000 400-42"-iA-FB ROMAC CPLG Package Subtotal: - 3PLITTER TO BIOREACTOR 1 126 120348 36" CL51 TJ DUC'FIL1~ IRON PIPS 1 0$$405 36" MJ 45-7BI,L 2 113379 36" Ms DI 22-SLL 6 1$0017 FA 1404DAI 36" REST' W! ACG PAK 35" I30M PIPE I 38.3D OD CA'r #: UFR1400-DZ~-36-x •4 000000 400-36°-IA-FE ROMAC CPLG $ 000000 FO 1450 DELL R85TRAIN'1' 36" Package Sub-total: - SEC CLARIFIER TO EXISTING 558 046924 24" CL51 TJ DUCTILE IROI+7 PIPE 6 169046 24" MJ DI ND 22-EI,L 2 036470 24" MT rig ND 45-ELL 4 036469 24" MJ DI ND 90-ELL 24 18007:4 Fo 1400DAI 24" REST W/ I3CC ~'AK 24" NOM PIPE 125.80 OD CAT #: UFR1400-DA•24-I 16 094746 400-25.80-1A-FE ROMAC CPLG FLTSIOI+7 8P7iY 16 000000 FO 1450 DELL RESTRAINT 24" Package Sub-total: STC CLARIFIER TO CAP{X2) 179091 30" CL51 T.T DUCTILE IRON PIPE 2 15906$ 30" MJ DI ND 90-ELL Page 13 IJri i t Extended. Prise UOM Price 1, 823.53 F.Fs 6,496.15 EA 159.32 PT 3,696.00 LA 3.174.76 EAA 522.19 P.n 7,294.12 25,984.60 67.882.34 20,074.32 3.696.00 s,s~s.~2 5,532.$4 1,042.18 LA 1,087.16 EA 59.27 EA 1,088.35 8A 1,044.27 HA 1, 400.53 B.A. 276.34 SA 4,168.72 4,348.64 44,170.04 33,072.65 6,530.16 2,088.54 5,6a2.12 6,632.16 849.34 EA 13,589.44 404.82 EA 6,477.12 73,932.20 83.07 FT 52,334.10 4,061.51 EA 8,123.02 Continued Next Paps F'rom:CtNITED PIPE & SUPPLY To:40c3488378 @Ofi2488378 Magit4fi244U.0.1 01~27/20~9 48124 Page 15 of 90 BOISE - UNITEA PIPE 7fl00 W V'ICTORX P o Box 94D5 BoISB, ID 83749 . 1/27/09 Telephone: 208-947.8300 Bid ID: 5244659 Fro j ect : BOZEMAN igRF - YAF2D - RBV . #3 .3 ]~Fi Page 14 Item vnz.t Extended Qty No. Description Price UOM Price 2 D89897 30" MJ DI 45•ELL 3,696.00 FA 7,392.00 2 055421 34" MJ' DZ CAP 9$$.80 LA. 1,977.50 10 180015 FO 1QOODAI 30" REST W/ ACC PAK 708.54 EA 7,085.40 30" NOM PIPS ~ 32.00 OD '2. C.Fl.T #: UFRI440-DA•30-I 4 000000 400-30"-1A-FE k2OMAC CPLG 953.27 EA 3,813.08 4 D00000 1454 DI 30" $ELL RSfiTRATLff'~ 833.06 EA 3,332.24 Package Sub-total: 84,D57.44 - SEC CLARIFIER TO SC #5 180 179091 30" CL51 TJ DuCTII~E IRON PIPS 83.07 F'P 14,952.60 2 169068 30" MJ DI ND 90-ELL 4,461.51 SA 8,123.02 089847 30" MJ DT 45-ELL 3,fi96.40 EA 3,&96.00 5 180015 FO 1404DAI 30" REST W/ ACC PAK 748.54 TA 4,251.24 30" NOM PIPE - 32.D0 OI3 CAT #~: UFRI40D-DA-30-T 4 Ofl0000 +~00-30"-1A-88 Ri7MAC CPLG 802.93 8A 3,211.72 4 000000 1454 DI 3Q" 88LL RESTRA2NT 833.06 EA 3,332._24 Package Bub-total: 37,566.82 - STsC CLARIFIER TO SC #6 306 179091 30° CL51 TJ n~scTILE zRO~u PIPE 83.07 FT 25.419.42 2 089847 30" N!J DI 45-ELL 3,696.00 ISA 7,392.D0 4 180015 FO 1440DAI 30" REST W/ ACC PAK 708.54 IiA 2,834.16 30" NOM PIPE ~ 32.00 OD CAT #: UFR1400-DA-30-I 4 K 000400 400-30"-1A-FE ROMAC CPLG 802.93 EA 3,211.?2` 4 OD0000 1454 DI 30" BELL RESTRAINTAL* 833.06 FA 3,332:24 Package Sub-total: 42,189.59 • Cs~ntinued Next Page From:UNITED PIPE & SUPPLY Toe40d3488378 40621188378 Msq#462940.0.1 01/27/2009 08x24 Page 16 of 40 . BOISE - UNITED PIPE 7000 W VICTORY P O BOX 9905 BOTSB, ID 83705 • 1/27/09 TBlephone: 208-947-8360 Bid ID: 5240b59 Prpject: BOZEMAN WRF - YARD - R$V.$F3.3 Dfi page 15 Item Unit Extended Qty No. Description ~Prioe UO1'4 Pxice ** RAS - RETURN ACTIVATED SG - ItAS /WAS # 2 TO FUTI7RB ( X2 } 5$4 042128 16" CL51 TJ DUCTILE IRON PIPE 35.64 FT 21,170.16 INCLUDES { I } TJ CASKET 1 028272 16" MJ DI ND 9D•ELL 41,7.42 EA 417.42 2 028288 16" MJ DI ND 45-ELL 315.02 EA 630.04 2 034016 16'1 MJ DT ND CAP 203.02 RA 406.04 8 7.$0009 FO 1400DAI 16" REST W/ ACC PAK 140.89 8A 1,127.12 l b" NO1?[ PIPE ~ i 7.4 0 oD CAT #: UFR1400-DA-16-I 4 000000 400 -17.4£1-IA-FE RoMAC CPLG 309.19 114 1,236.76 4 000000 145 0 DI I6" BELL RESTRAINT 191.49 BA 765.96 • Package Sub-total: 25,753.50 - RAS/WAS #2 TO CLARIFIER #5 152 04212$ 16" CL51 'Il7' I3UCTILB IRON PIPE 35.64 FT 5, 773.6$ INCLUDES (1) TJ GASKET 3 028288 16" MJ DI ND 45-$LL 315.02 BA 345.06 6 180009 FO 1900DAI 16" REST W/ ACC PAK 140.89 EA 845.34 16" NOM PIPE ~ 17.40 OD , CAT #: UFR1440-DA-16-I r . 4 000000 400 -17.40-1A-FE ROIRAC CPLG L* 309.3.9 EA 1,236.76 4 000000 145 0 DI 16" BELL RESTRAINT 191.49 EA 765.96 Package Sub-total: 9,566.80 - RAS/WAS ~2 TO CLARIFIER #6 270 092128 16" CZ51 TJ DUCTILE 2RON PIPE 35.b4 FT 5,622.80 INCLUDES (1} TJ GASKET 1 028272 lb" MJ DI ND 90-ELL 917.42 EA 417.42 2 028288 16" MJ DI ND 45-8LL 315.02 EA 530.fl9 . 180009 FO 1400DA2 16" REST w/ ACC PAX 140.89 EA 845.34 1b" NOM PIPE { 17.40 OD Continued Next Page From~llNITED PTP~ & SUPPLY To~4o62488378 4nn2488$307ISE - UNITEA#PII'B ~o~l 01/27/2409 4824 Page 17 0£ 40 7000 W VTC'IORY P O BoX 9405 sozsE, In 83709 • 1x27/09 Telephone: 208-947-8300 Hid ]CD: 5240659 Project : B02ENfAI~7 WRF - XARD - REV . #3.3 Dfi Page 16 Unit Extended Item Qty iVa. Description Price UOM Price CAT #: UFR1400-AA-16-= 4 000000 400-17.40-1A-~+$ RoMAC CPLG 309.19 EA 1,23f-.76 4 000000 1450 7DI 16" BEL1,, RESTRAINT 191.49 EA 765.95 Package Subtotal: 13,518.32 * ~* PB - PRIMARY EFFLUENT * * FROM PIJNIP STP,TI ON TO BIO * * R73ACTOR 2 & 3 INFLUENT ** SPLITTBR BOX ** - PRIMARY EF8 PUMP TO TEE 234 046924 24" CL51 TJ DUCTILE IRON PIPE 59.27 EA 13,$65.18 036470 24" MJ DI ND 45-ELL 1,044.27 EA. 2,0188.54 1 036469 24" MJ DT ND 90-ELL 1,400.53 EA 1,400.53: 1 000000 36X24" MJ SEB REDUCER 2,387.20 HA. 2,387.20 7 1$001Q FO 1400DAI 24" REST DQ/ ACC PAF. 276.39 EA 1,934.38 24" NOM PIPE ~ 25.$0 QD CAT #: UFR1900-DA-24-Y 2 094746 400-25.80-1A-FE ROMAC CPLG 849.34 BA 1,698.68 PUSIOI~7 ~SPXY 2 000000 1950 DI 24" BELL RESTRAINT 404.82 EA 809.54 Package Sub-total: 24,188.15 - PRIMARY EFF TO BNFt #2&3 54 179091 30" CL51 TJ DUCTILE IRON PIPE 83.07 FT 4,485.78 2 089847 30" MJ D2 4'3•ELL 3,696.00 EA 7,392.00 4 1$0025 FO 1900AAI 30" REST w/ ACC PAK 708.54 EA 2,834.16 30" NOM PIPE ~ 32.00 OD CAT #: IIFR1400-DA-30-I 4 000000 400-30"-1A-FE ROMAC CPLG 953.27 EA 3,813.08 9 000000 1450 DI 30" BELL RESTRAINT 833.06 EA 3,332.24 Package Sub-total: 21,857.26 Continued Next Page ~?rpm:UNITED PIPE & SUPPLY To;4062488378 4063488378 M~4#462440.0.1 BOTSH - i]N:ITED PIPH 7000 W STICTpRY P O BOX 9405 BozSa, zD 83709 1/27j09 Telephone: 208-943-8304 Bid ID: 5240659 Project: BOZEMAN WRF - YARD - REV.#3.3 DFI Item Qty No. Description - PRIMARY EFEr TQ CAP 90 179091 30" CL51 T.7 D{TCTILE I120N PIPE 1 169058 30" M.7' DI ND 90-ELT, 1 055421 30" MJ DI CAP 3 180015 FO 1400DAI 30" REST W/ ACC PAK 30" NdM PIPE 132.00 OD CAT #: 17FR1400-DA-30-I 2 000000 400-30"-1A-FH ROMAC CPLG 2 OOOOOD 1450 DI 30" BELL RESTRAINT Package Sub-total: *yk 7lt tyt ft it'k 7t 7k**tR irK*1t YC'R*7k 1k 1k*it *V[kfk* x* SYSTEM 3 *'" ***,t****it,t*,r**~tt****,t~c******~* ** DSL - DIGESTED SLUDGE ** - UTILIDOR TO DIGL"STBR 40 022633 PIPE Pv~ cA.'Iw,150CDR1$07 CL235 4" 1 028283 4" MJ DI ND 45-ELL 2 172494 FO 1500AM.7I 4" JNT REST W/AGCY PAR ~ CAT #: UFR1500-4AM-z 4" NOM PIPE I 4.5{x- 4.80 oD 2 056378 503-4.81X4.81x5-SSFH ROM CPLG 4 062007 611 -4. $0 F2QMAC 88LTa RESTRAINT Unit Pride UOM 83.07 FT 4, 061.51 13A 988.80 BA 708_54 EA ao2.~3 ~A 833.06 EA 01/27laoos 08174 Page 18 of 40 Page 17 Extended Price 7,476.30 4,061.51 988.80 2,125.52 1,605.86 1, 66 6.12 17,924.21 194.64 C 77.86 29.51 EA. 29.51 27.77 F.~A 55.54 82.80 FA 165.60 38.87 EA 155.48 Package Sub-total: - ANAER08IC TO T7IGESTER 022634 PIPE PYC AWWA 0900-07 CL235 6" 384.54 C UL CL150 DR1$ 483.99 230.?2 Continux:d i3ext Page '" MORRISON CHANGE PROPOSAL REQUEST • ~ (Not a Change Order) ~~ MAIERLE,ING CPR No.: 005 Project: Bozeman WRF Phase 1 Improvements CPR Date: 3/25/2009 Date Sent to Contractor: 3/25/2009 Date Recd from Contractor: • TO: Williams Brother Construction Please furnish your proposal for executing the following changes(s): Route 24-ML from the northeast corner of the Seconda Clarifier S lit Structure from the east wall rather than the north wall. See the attached sketches for clarification. HDR/MMI ~~~~ ~~ TO: HDR Engineering, Inc. /Morrison Maierle, Inc. Proposal Date: 3/25/2009 Credit Cost (A time extension is not required for this modification unless otherwise detailed and justified:) Date Contractor TO: Accepted/Not Accepted Accepted/Not Accepted HDRlMMI: Date Owner: Date • • I I1 J From Sheet OOOOC03c: :,; •i€~; _ ;: , ~. ~ - ~_~~ S MTV ~ ~W ~ • \~•evA~ Y•eu... • ~~ _ • ~ S~'L!T STS • •.: ,, , 1544{3--fl6 s, ,t ~. ... ~ ° ~ 36--ML ~'~~ .. t € • ?~ f ` ~ ~~ ~ , From Sheet 0311 S01 c: -,, ~~~ 1 1 :~~ • • • • • • Y1~d0. - ° m ,~ I t ~ - I, 1 t ~~• NR L•MES Tom' ti '2 ~ s•~~ L_ r-r sx ~ 2 s~-w i 1 7 I I 1 1 Y~-kl 1 1 ~ nxrGU«xr-~ Ksow-m ~~ 7 I i • . I •` '? ~ C 1 I 1 I ~ N , • CONSTRUCTION DOCUMENTATION FORM No. 005 HDR ENGINEERING, INC. Project: Bozeman WRF Date: 4-8-09 Description: CPR-005 Delete 1-24" MJ 90° and 2- MJ 45°s Material Installation Mark-upJBW~ 'J p f d/~ Response: 5-e-e b~~~ G~ ~ s 3,489.00 864.00 ~~ 6s-u ~s ~f658'= Cost Credit Schedule Change Days Contractor ,~ C..u.~.f~io Date 4-8-09 HDR -~~ _ Date: ~/l6~° City Date: •FromrUTIITED PIPE & SQPPLY To:40624883']8 40b248g.3~'B Mg¢pt462440.0.I 0.1/27/2009 08x24 Ps46 14 of AO BOMB - tJNITSD PIPE .7:0:00 Yd VICTORY P O BOX '9dQ5 BQI~3Se ZD 83909 • 1{Z?)01 Teleptu~n+~:; .2Q8.9~7~8300 Bid II): 32db659 Pxoj®ct: BC?ZBM~N fi1RF - YARD' - 'RBV.#3.3 13Fi Pegs' 13 On:t ~eaa~a Item No. ' peso ipt ~u Pr#:oe II09l~ Price S2G Y 4 o000tJ:0 ~© 1~4DU 3t?INT RRi~TRAI1t1T 3., 8Z3-. 53 ~A T,2l4:.: 4 OOOf100 400-42"-1141-F35'80M?.C GPI, x,496.15 "B~i 25,98d:6fl Packmye Seib-metal:' 67, 882.3#1'.. - SPI,ITT88': 'Tf> BIO&SACTOR I 2,2,6 120.348 3+6" CL 51 TJ DUCTII,S IRON PIB$ 151.32 FT 2-0,07A.32 3,69.5,Q4 ~ 3, 646.Ob 1 Q86d06 36„ M,a' 45-xLL 2 113379 36" MJ DI 22-SLL 3,..174...76 SA 6,3Q4.52 6 280:017 Fo 140Q0AI 36" R1SST w/ tsCC PAK SZ:2.14 Bli 5, 53Z • 84 36" IdOM PIPS 38..30. OD -36-z a~ -~. caT ~: ug~.ia 4 0000.00 400-36"-iA-FR gpMliC CPLC3 1,042.18 ~ 4,168.72 • 4 DOOOQO FO. 1454 B~r.T. ABgT`R1l,INT 36" 3.,47.16 sA 4,348.64 Package 5ub-tatnl: 44,170.04 - CSC CLI11tI FISR. TO A3~.T 9Z`1b1G 558' 046!32A 2~,~ CI.51 TJ DUCTILE IRAN PIPS 59..27 R3l 33.72.66 1; D88.36 3SA 6, 530.26 6 169D46 24" MJ DI ND 22-SLL 1.044. Z? 75A' a, fl$8.54 Z 036470 Z4"'~.7 DZ DID 45~SLL 40Q.53 RA 1 5..5DZ.12 ~, 0369fx9 24" MJ UI ND' 90-ELL , 24 18D02d FO 140DDAI 24" R$~T W gCC PIER 276.34 81k fi,~32.-1fi 24" NOM PIPE ( 2:5.80 OI? CaT #: Q~~1~oo-as-z4-z i~ 09'146 ~aao-~~ ~~~x ,cam ~ ~~ :~~.T .,J4 ..1111. 1~3, ~~ .:Y4 i~ =o ~ 3.6 O fl0`ODO FD 145`0 1183+L x88'1'R1~iI'~'~ Z~ "' ~o~.8z ~ 6,477..12 Pactl~aSTe Sub-tcta7: 73, 992.20 88C .CLiARIFIER '~O-CA~I'~X2,) 83.0? PT 52.334..10 ~fi30 179091 `30" CI51 T3. D[3LTIL:S ISON PzPE 9,,061..52 8g 8,1.23.02 2 154:068 30" lK.7 1~T 3dD 90-ELL Cantiauerl Next Page:: C~ • Change Proposal Request Documentation CPR 006 • • ~' M~RRiSON CHANGE PROPOSAL REQUEST :~~ {Not a Change Order) ~tI~+W MAIERL~E, lac CPR No.• 006 Project: 8o~eman WRF Phase 1 Improvements CPR pate- 4116/2009 Date Sent to Contractor: 4!16!2009 • 70: Williams Brother Construction pate ReC'd from Contractor: Please furnish your proposal for executing the following changes(s): ,C,~hanaes to fencino access drives and fire hydrant location to accommod t~ a Owner's needs. Sg? two attached drawings. HDRlMMI /"~~ pats; 4/16/2009 - TO: HD~i Engineering, Inc. (Morrison Maierle, Inc. Proposal: Cost ~ ~ 7 ~~ ~ ~ Credit (A time extension is forth' modification unless otherwise detailed and justified:) faate S o2~-~q Contract TO: - AcceptedlNot Accepted AcceptedlNot Accepted I-1DFi/MMI: Date Owner: Date Response: See attached sheet. The additional fence for the gate as recommended by the fence subcontractor has been added to the quantities. Modifications are recommended to the mark-up applications for portions of the work. Addition errors have been corrected which increases the cost of the work. Recommend a cost of $18,813.11. ---~-- <li6 `6. Recommended by HDR/MM .~~ • • Add Re-Survey Fencing End Post Gorners Gate Posts Braces Post Holes 20' Gates Strang Arm Latches Add 5' to Cantefever Gate Excavation for asphalt Geotex Sub-base Gravel Base Gravel Asphalt Curb and Gutter Total 380.00 1,004.65 87.50 212.50 $25.04 1,5sz.5a 2,187.50 2,100.40 1 ao.4o 625.00 1,908.04 1,191.75 2,867.00 1,722.50 300.00 Price Number Unit 65.00 6 hr 14.15 71 ft 87.50 1 ea 106.25 2 ea 206.25 4 ea 156.25 10 ea 156.25 14 ea 1,050.00 2 ea 50.00 2 ea 125.00 5 ea 4.50 424 yd 0.25 4767 sgft 11.76 244 ea 16.25 106 yd Unit Price 20.00 15 ft Mark-up 17% 2,323.35 Deduct Fence -14.15 55 ft Delete excavation ot• hydrant -3.50 20 yd • Delete backfill and bedding -4.75 20 yd No deduct for pipe-[ess that 20' 0.00 0 ft 2,323.35 -77$.25 -70.04 -95.40 4.00 Mark-l! 7% -11.55 1 t_S -11.55 17,057.80 • • CPR #ODb Deletion: 55' X $14.15 = ($778.25 Addition: 71'X$14.15=$1404.65 i -End Post X $87.54 = $87.54 2 Corners X $106.25 = $212.54 4 - 4" Gate Posts X $206.25 = $825.04 14 - Braces X $156.25 = $ l 562.54 14 - Holes X $156.25 = $2187.54 2 - 24' DD Gates X $1054.44 = $2140.40 Z -Strong Arm Latches X $S4 = $100.40 Making 24' Cantilever gate in to a 25' Cantilever Gate - 5 X $125 = $625.04 TOTAL: $8744.65 Total Addition for CPR #006 is $?9Z6.40 Nate: Fora 25' Cantilever Gate the frame itself is going to be 37.5' long. You need to have at ]east this amount of fencing along the path the gate travels so the gate frame stays protected by the fence during opening and closing of the gate. It looks to me that you • will need to add 10' of fencing accomplish this. This would add 10' X $14.15 = $141.54 and 1 - H ole X $ ] 56.25 = $156.25 for a total of $141.50 + $156.25 =$297.75. • CPR 006 • M M 106/16/09 Additional Subcontractor Work Total from Fence Sheet $ 8,704.65 Fence Contractors Addition $ 297.75 (We concur with the recommendation) Subtotal $ 9,002.40 Mark-up (7.01%) $ 631.07 Subtotal $ 9,633.47 Additional Contractor Work Total from WBC Sheet $ 7,989.25 Subtotal $ 7,989.25 Mark-up (17.11%) $ 1,366.96 Subtotal $ 9,356.21 Credit Items Total from WBC Sheet $ 943.25 Remove 55 feet of fence $ (778.25) (Included in subcontractor item) Subtotal $ 165.00 • Mark-up (7.01%) $ 11.57 Subtotal $ 176.57 Grand Total $ 18,813.11 Asphalt at unit price • • ~~ N~a[O~~RRISON .~~ MAIEW,E,uc. CHANGE PROPOSAL REQUEST {Not a Change Order) Project: Bozeman WRF Phase 1 Improvements CPR No.: 010 CPR Date: 05/26/2DQ9 Date Sent to Contractor: 05/26/2001 Date Rec'rf hom CaMractor: TO: Williams Brother Construction Please #arnish your proposal for execui#ng the fol#owing change{s): In liaht of the information orovided in the recent blower submittal, the follcw~ changes. need to be made: Increase size of breaker for 300-BLR-01 to 450 A Increase fgeder cablinsa and conduit far 300-BLR-01 b f 2) Pi 1 #shieidgd VFD cable) Increase size of breaker for 30Q;,BLR-03 to 4511 A Increase feeder cabling and conduit for 300-B4R-03 to {2} Pi 1 {shielded VFD c~bie) Increase size of bre~icer for 300-BLR-02 to 45D A Increase fegder cabii na and conduit for 340-BLR-02 to {2) Pi 1 {shielded VFD cable) A~ga~h blower reauire~ one auxi#iary power ~purce use (1) 20A SPARE breaker on Bus A to supply power try the gquired auxiliary inputs of X00-$LR-~1 and 300-E- 3. using f11 P1 for each feed. As each blower re uires one auxiliary power sourr~, use (1120A SPARE br~~ker on Bus B to supply power to the required auxiliary inputs of 300-BLR-02 and 300-E-04. u~ins~ {i l Pi for each feed. These chanties are shown in r~,d an the rn~rk-uo for drawing 300E03. Network the installed blower; to the Mas>.gr Control Unit IMCUi as shown in red in the murk=u~r for dratrving 3DOE05. Network the MCU to 30Q LCP-Di as shown. Delete the hartiwirg conrtection~ {J4 arxl C121 between 3Q(L, LCP-01 an,~, each of the following blowers: 900-BLR-01, 300-BLR-02.300-BLR-(}~3, and 300-BLR-04. The additions ~r se hown in red,, and the deletions are shown in g_ree_n Q the attached mark-up 300E0~. Changes are also shown on drawing 300E02. NDR/MME 'Jv"~ ~~^'~ ---~- Date: 05/26/2009 • 'i'C: HDR Engineering, #nc.lMorrison Maierle, Inc. • proposal: • Cost ~~~ e ~3 Credit {A time extension is no d for this modification unless otherwise detailed and ju//sfi#ied:) Contractor ~ pate CP /f'.-~~ 7'O: Accepted/Not Accepted Accepted/Not Atz;epted HDRlMMI: Date Owner: Date Response: Tax is included both on the subcontractor and contractor mark ups. Per discussion with Barry Curtis tax is to be removed from WBC mark up. WBC mark up reduced from 7.01% to 5.95% and total price reduced from $15,283.23 to $15,131.84. Recommended by HDR/M ~ , O Cl CONSTRUCTION DOCUMENTATION FORM No. 011 • HDR ENGINEERING, INC. Project: Bozeman WRF • Description: CPR-010 Mountain States Electric (Attached) 14,282.06 Mark-up 7.01% 1,001.17 Response: Date: 4-8-09 Cost $15 283.23.00 Credit Schedule Change Days Contractor ~ C.,urL~ro Date 6-19-09 H City. Date: Date: • • • • ~UNTAIN STATES Change Order Proposal FIiCTMIG~I Go N7FACT O1l S, INC. Change Request No: C/O #1 To: WILLIAMS BROTHERS Date Of Proposal: 6/1 Job #: 09-005 PR # 10 Job Name: BOZEMAN WRF PHASE 1 IMPROVEMENTS Attention: BARRY CURTIS To Be Done: Labor Hours: Supervision Hours: Labor Burden -included Travel Time ~ Subsistance: Small Tools as a % of Labor: Material & Supplies: Tools 8 Equipment Rentals: Estimation, Manager review & Admin Costs: Additions! Safety Costs: dditional Milage, Transportation Costs: Cleanup 8~ Handling Costs: Consumables: Warranty: Estimated Job Disruption/Delay Costs; Other Misc.: its change requires a time extension of: Sys. Pricing void/subject to revision after ~e costs represented in this Change Proposal :lude only those costs which can be identified this time. No impact or delay costs are included. could it be determined that the project is impacted a later date by multiple changes, delays, or other uses beyond our control, we will submit these that time. 10% OF DIRECT LABOR ~ -1.2~ $ 47.54 ~ $ 57.05 Total Labor Dollars: $ (570.77) Hrs x Rate $ - 0.00% % Of Labor $ (570.77) $ - $ 9,799.00 $ - 0.00% % Of Labor $ (570.77) $ - $ - $ - WESCO QUOTE $ 2,960.00 $ - $ - Submitted By: Terry Rizzuto Date: Approved By: Date: Title Project Manager/Estimator Total Other Costs: $ 12,759.00 Total Estimated Direct Costs: $ 12,188.23 MARKUP 15.00% $ 1,828.23 $ - Subtotal: $ 14,016.47 BOND 0.90% $ 125,45 GROSS RECIEPTS 1.00% $ 140.16 Total Proposed Change Order price: $ 14,282.08 6!19/2009 PROPOSED COSTS ASSOCIATED WITH CPR #010. SEE ATTACHED LABOR AND MATERIAL BREAKDOWN REGARDING DEDUCTS AND ADDS FOR PROPOSED WORK. SEE ATTACHED WESCO QUOTE, INCLUDING CUTLER HAMMER DRAWINGS. Hrs: Rate: 00500 Miscellaneous Items 0.00 #2 THHN CU STR -400.OD 0.805 -321.92 0.019 -7.76 350 MCM WIRE TERM LABOR -18.00 0.630 -11.34 #2 - #1 WIRE TERM LABOR -18.00 0.336 -6.04 3-1/2" KO FIELD CUT -5.00 0.61D -3.66 1" GRC 90-FIELD BEND LABOR -12.00 0.281 -3.38 1" LOCKNUT -16.00 0.221 -3.54 0.011 -0.18 1" PLASTIC BUSHING -8.00 0.289 -2.27 0.071 -0.57 1" UNISTRUT STRAPS -22.00 1.038 -22.84 0.092 -0.92 16 TSP -1000.00 0.100 -100.00 D.007 -7.00 00501 350 MCM SHLD VFD CABLE -900.00 27.050 -10820.00 0.030 -12.00 00509 WIRE TAG -128.00 0.750 -96.00 0.100 -12.80 00504 WIRE TAG -24.00 0.750 -18.00 0.100 -2.40 09002 1" GRC -220.OD 1.737 -382.25 0.123 -27.08 09009 1-1/2" GRC -220.00 2.905 -639.21 0.157 -39.58 1-1/2" GRC 90-FIELD BEND LABOR -12.00 0.770 -9.24 1-1/2" LOCKNUT -16.OD 0.912 -6.59 0.017 -0.27 1-1/2" PLASTIC BUSHING -8.00 0.553 -9.42 0.101 -0.81 1-1/2" UNISTRUT STRAPS -22.00 1.954 -31.98 0.056 -1.29 #14 THHN CU STR -3600.00 0.069 -250.20 0.009 -32.40 #i9-12-10 WIRE TERM LABOR -24.D0 0.189 -9.55 09006 3-I/2" GRC -120.00 9.585 -1150.14 0.281 -33.77 3-1/2" GRC 90-FIELD BEND LABOR -22.00 1.398 -16.77 3-1/2" UNISTRUT STRAPS -12.00 2.651 -31.82 0.085 -1.02 3-1/2" LOCKNUT -12.00 3.697 -49.37 0.039 -0.47 3-1/2" PLASTIC BUSHING -6.00 3.945 -20.67 0.359 -2.13 5918 CUT, REAM THREAD 3-1/2" RIG -6.00 1.225 -7.35 Totals -13,946.23 -239.73 CPR-010 ADDER BLOWER BLDG <No Name> <No Name> <No Name> <No Name> 00500 Miscellaneous Items 0.00 3/4" GRC RIGID CONDUIT 270.OD 1.121 302.70 0.113 30.51 3/4" GRC 90-FIELD BEND LABOR 29.00 0.083 1.98 TYPE T BODY THRD 3/4 T75-M 4.00 10.489 41.96 0.656 2.62 NEOPRENE PERF GSKT 3/9 GK75-N 9.00 2.099 8.40 0.167 0.67 3/9IN BLANK STEEL COVER K75 4.00 2.907 11.63 0.099 0.38 00502 9/0 SHLD VFD CABLE 800.00 25.810 20648.00 0.030 24.00 #6 THHN CU STR 800.00 0.421 336.88 0.013 10.16 3/0 - 4/0 wIRE TERM LABOR 36.00 0.920 15.12 #8-#6 WIRE TERM LABOR 36.00 0.228 8.19 3" KO FIELD CUT 6.00 0.596 3.28 00503 CAT 5 20.00 0.100 2.00 0.010 0.20 00509 WIRE 1'AG 32.00 0.750 29.00 0.100 3.20 00505 PROFIBUS TYPE DP BELDON 3079A 275.00 0.800 220.00 0.010 2.75 04007 3" GRC 290.00 7.964 1911.48 0.299 58.51 3" GRC 90-FIELD BEND LABOR 29.00 1.266 30.38 3" UNISTRUT STRAPS 29.00 1.997 97.99 0.071 1.69 3" LOCKNUT 29.00 1.936 96.46 0.039 0.81 3" PLASTIC BUSHING 12.00 2.691 32.29 0.309 3.65 3" CUT/THREAD/REAM GRC 12.00 0.962 11.55 75904 CUT, THREAD, REAM 3/9" RIGID 16.00 0.191 3.06 3/9" UNISTRUT STRAPS 27.00 0.974 26.29 0.042 1.13 3/9" LOCKNUT 16.00 0.127 2.04 0.010 0.16 3/9" PLASTIC BUSHING 8.00 0.156 1.25 0.056 0.45 #12 THHN CU STR 760.00 0.108 82.OD 0.010 7.52 #19-12-10 WIRE TERM LABOR 32.00 0.189 6.06 Totals 23,745.31 228.03 Grand Totals 9 799.08 -91.70 c: Page : 1 Date : 6!212009 4:27:03 PM Mountain States Electric ~` * BID TAKE -OFF DETAILS -- FORMAT 2 "` * * Job: BOZEMAN CHANGE ORDERS * * Job Number: 7587 * * Bid Date: 6!212009 Page 1 Date 6/2/2009 4:27:03 PM WESCO the extra • effort people dSriaJIION ._ -_- ~~ This quotation constitutes an offer to sell which offer expressly limits acceptance to the terms of this offer on the back of this quotation. This offer shall be firm for a period of thirty days (30) from the date of this offer. Subject to Buyer's creditworthiness, tha return of ihls form with a Purchase Order number or any other reasonable manner of acceptance will be sufficient to form an agreement on the terms and conditions on the back of this quotation- 1211 S.27th Street West BILLINGS, MT 69102 406-252-0176 406-259-9800 -Fax To: MOUNTAIN STATES ELECTRIC Date: ,tune 16, 2009 Project Number: Project Name: BOZEMAN WTP -MCC CHANGES Account Representative: Mike Wiser Attn: TERRY Item Quantity Catalog Number and Description Unlt Price U/M Total Price 1 LOT CHANGE TO MCC -PER CHANGE REQUEST CPR-010 $2,960.00 $2,960.00 SEE ATTACHED BILL OF MATERAILS SHOWING CHANGES TOTAL F.O.B. Point of Shipment, Terms: Net 30, Freight: Prepaid and -ALLOWED • Page 1 of 1 • Job Name: City of Bozeman WR.F MKW03660 Customer Bill of Material 1 Freedom MCC 60 Hz, Class 1B wiring, 480V 3-Phase Service, 42,000 Bracing, Bottom Incoming, NEMA 1 Gasketed 21"Front Mt Only enclosure, 1200A Copper Main Horizontal Bus, ANeutral, Main-Tie-Main Breakers • 3 HND Main 1 Bkr (1200A trip), Lugs: 4-#4/0-SOOKcmil 2 [Q 260 Power Quality Meter with Transducer 6 1200A Current transformer 4 100A Active Harmonic Correction Unit 10 FVNR Starter Size 1 [HMCP] 2 HFD Bkr {60A trip} 6 HLD Bkr (500A trip) 1 HFD Twin Bkr (20A/30A trip) ] HFD Twin Bkr (30A/20A trip) 2 HFD Twin Bkr (20A/20A trip) IO 100VA Individual CPT, Fused 30 N.O. Starter Aux Contacts, Size 1-4 10 Pilot Light-PTT-10250T (Run) 10 Mini Elapsed Time Meter ] 0 3 Pos. Sel. Sw., 10250T (Hand-Off-Auto) 1 ATS Option 37B-Six foot extension harness 2 RMS310 LS Trip 30 C-H Model D7, 300V, 4 Pole Socket Relay ] 0 ]Unit PB, 10250T (Emerg) 30 Pilot Light-PTT-i0250T (Misc) 10 Solid State Overload Relay (Standard) 10 Terminal Block- Latching Pull-Apart, Std. 3 Main Bkr Mechanical Key Interlock ] 0 # t bawg, MT W Control Wire 3 Fdr Bkr Digitrip 310 LSl Trip l RMS310 LSI Trip 1 PLIA Panelboard 225A 120/208V 3PH 4W 42 CKT 1 Pnlbd Bkr, BAB 1 Pole 30A bkr 1 Pnlbd Bkr, BAB 2 Pole 20A bkr 27 Pnlbd Bkr, BAB 1 Pole 20A bkr 1 ASCO 7000 Series Automatic Transfer Sw, i OOA with no neutral 13 600A Copper Full Length Neutral Bus 1 800A Vertical Bus (Tin-plated cu) 13 600A Horiz. Cu Gnd Bus, 1/4" x 2" Bar 4 300A Vertical $us (Tin-plated cu) 4 1200A Vertical Bus (Tin-plated cu) 4 600A Vertical Bus (Tin-plated cu) 13 42KA Bus Bracing 13 Isolated, Red glass polyester vertical bus barrier 13 Tin Plated horizontal bus 13 1200A Copper Frnt Mtd 21" NEMA I Gasketed 3 6" Door Special Configuration Notes: Used X-Space: 153 Blank X-Space: 3 Future X-Space: 0 MCC Lead Time Code: C Designations: 300-MCC-Ol -NEW r1 ~J I1 I ,/ ,, u 1~ u f MCC t»naral Infortnatbn Wiring Diagram Type MCC Quantity Standards Speelal Codes Service Voltage (3 Phase) Frequency System Encbeure SpeclficaUons Total Structures Type Depth Heigh Horizontal Wlreways Venical Wireways Channel Sills Bosom Plates 150 WaH Space Heaters Space Neater Thermostat Master Terminal Blodt Location Seisrrdc Zone 314 Braces Bus System SpecHications Main Bus Amps Main Bus Materiel Main Bus Bar Plating Insulated Horiz. Bus t000Alsq in. Cu Bus Vertical Bvs Amps Vertical Bus Material Vertical Bus Barrier Bus Bracing Ground Bus Ground Bus Location Ground Bus Lug Size Ground Bus Lug Type Plug-in 300A Vert. Gnd. Bus Neutrel Neutral Bus Lug Location Neutral Bvs Lug Size Neutral Bus Lug Type Horizontal Bus Temperature Rise Bottom Vert. Bus Barrier The intorrnatlon on this document k created try Futon Corporation. k la dlecbssd In confidence and It is only to brr used for the purpose in which it is supplied. NEG~ALT NUMBER ...__..._-___ SW840929Q801-0001_ MCC General Information C-H Standard i UL845, NEMA, NEC UL 480V 60 Hz 3PH4W 13 NEMA 1 Gesketed 21" Front Ml Only 90" 9"High, Top 8 Bottom 4" No No None No None No 1200A Copper Tin No No See Structure Schedule Tin Plated Copper Isdated, Red 42,000 800 Top 1-#6-350Kcmil Screw No 600A Incoming Lina 1-#6-350Kcmit Screw 65 deg C No PREPARED 6Y Schwendeman, Mika D APPROVED BY tncoming Lino Termination Device: HND Main 1 Bkr (1200A trip), Lugs: 4-#410-50DKcmil Cable Entry Bottom Splice Kit 1 Transitbn None MCC Type Match Up MCC Type Match Up GO# "None " MCC Starter Specifications Wiring Class 1 B Control Voltage 120V Control Votage Src Ind CP7 Nameplate Size 1" X 2.5" Nameplate Cdor Black! White Letters Pad Dev. Model 102507 Ind. Light Type Push to Test PL Cdor (On) Red PL Color (Mist) White Structure Sehadub There are 13 structure(s). Structure(s) 1,4,10,13 have a 300 A Vertical Bus. Structure(s) 5,9,11,12 have a 600 A Vertical Bw. Structure(s) 6 have a 800 A Verlipl Bus. Structure(s) 2,3,7,6 have a 1200 A Vertical Bus. Total width of all sections is 276,0" Hdght of all sections is 90.00" Unit Modlflcations Sdid State Overload Relay (Standard) Terminal Block -Latching Pull-Apart, Sid. #16awg, MTW Control Wire OATE o61o4aa9 Eaton Corporation nnrc y JOB NAME VERSION 6.7 REVISION DWG SIZE 1_..-- ......---------------- A ... Oily Of BOZarnen •itnr oESIGNAnoN S00-MCC-01 -NEW TYPE rDRANANG TYPE MCC 2100 ~ Customer Appr. G.O. ITEM MKW03660 ' SHEET 1 OF 11 ; Fayetteville, NC _~ f • • i• A B C D E F G H J K L M Top View i __,.,_5.41" _ 5.41"___- _ 5.47", .5,41" °- 17.50"- 17.50' ,r'--~-17.50"- - `17.50"-' 1F 2F 3F 4F J_ ~ to u 260 n I ~ i FVNR S1 HND31200 ®R 3^1 -- HLD3500 HLD3500 - HFD30/20 ~ ~~, =FVNR S1 HFD20/20 HFD3060 ®~ FVNR S1 Main 1 Bkr HLD3500 HLD3500 FVNR S1 I ~~ ~ ~ ztoo" ~ I ~ --5.41"- =-5.41"- 5.41" - 5.41" ~._ ~Q°•Ji1a••;~' ?L.. ~ :~ 1d:~8"_, f ~-i-oo" ~1~ ~,~~ ~, 0'=1~~4~ -. _ -;. -~ ---.zo.o°---~ ~---zo.o°..--~ ~{~--i-zo.o°._ .. ~., zo.m .. ,~ Floor View +The information on this PREPARID BY DATE !document is crested try Eaton Sehwendaman, Mike D 06/04!09 ~ Eaton Col'poratlon Corporation. It is disclosed Feyemwille, NC .-.. _-- __--_. .in confidence and it is only APPROVED BY DATE ,loe NAME City of Bozeman WRF ;to be used for the purpose in oEaoNAnoN 300•MCC-01 -NEW which it Is suppiled. _ _ .- -- --------- VERSION - TYPE I DRAWING TYPE 6.7 MCC 2100 CustomerAppr. NEG,ALT NUMBER REVISION DWG S12E G.D. ITEM SHEET SW840929G801-0001 I .. _... _ . - - --_._ _. .. ....- ---- --~ - pl ----- ~--- MKIN03660 --~ - -._ _- .. .. 2 C+F 11 ----- i• i• i• Top Viaw A B C D E F G H J K L M I! !` 5.41"... .._.. 5.41„ ~~ _5-41" -~0„__., . _.._~2t.50"- -117.50"' 5F fiF 7F d ~ 100A 100A FVNRR S 1 Active Active Harmonic Harmonic Correction Unit Correction Unft HND31200 f „_..II~ ---~ Tie Bkr - --- ~-----= --- _ _i z1.oo" 5.41 "------ , ~ . 5.41" -~ 5.41"--- .... ~: i 1, ~ t.4~~"-H 1.00" 71.6.Q'S'r' X1:00•-~11:;z8"!. -T- _ _ , -- ._:. ~.~~. _.:-~-7- -Y:.-r._~. _-S.._.-._.__ ._. __-,~...-._- .. ~, 24.0".__.,+,._.. _ 24.0"_-,! 20.0"~.~ Floor Vlew ~il li yu ~ y { M S. i I fun k{# '~.:: t ~n 1,ab The infortnatlon on this PREPARED BY DATE docurtwnt Ia created by Eaton Schweneaman, Mike D osro4ru6 Eaton Corporation Corporation. K is disebsed •-----_--- - --._....--.------------.... Fayun:vilk, NC . _ ~ -i in confidence and K is ony I APPROVED BY DATE JOB NAME City of Bozeman WRF to tH>' used for the purpose in ~ DESIGNATON 300-MCC-01 -NEW which K Is supplied. - ._..._ .._...._._. -_._.._._ ._ VERSION -..._----.-.- - - .___-. TYPE :DRAWING TYPE _.. ---------------- ------- 6.7 ---------- MCC 2100 CuMomerAppr. I NEG-ALT NUMBER REVISION DWG SIZE G.O. ITEM SHEET SW840929Q801-0001 ....---------------_.~ -..I ---~ A MKW0~660 -------- S OF 11 I- • • A B C D E F G H J K L M Top View r.._ - i 5.41" 5,41" 5.41" ".-'- `17.50".' --21.50Y.-"~ ---' 171.50"-' 8F 9F 10F ®~ FVNR S1 100A 100A Active Active .Harmonic Harmonic ®^ Correctian Correction FVNR S7 Unit Unit HFD3060 ATS i 21.00" pp5.41"--- -' 5.41"...---.... 5.41"------ L--20.0" -_._r,------ -24.0" . ,+~ - ---...24.0"..._ _...._"1 Floor View j _...._.... _._.._....---._.__. _. ..._.---~--..-.. .... ._ _.... _.. __ _. ....__... .. _ ...... .. .. .... Tha information on this rPREPARED BY DATE docurwnt is eroatad by Eaton I Schwandeman, Mlko D 06fo4ro9 Eaton Corporation Corporation. It is dlacbaed F ------------.------ -----. _.._ .._ - -_.-- Im COnNdBRCa and 1t Ia Only : APPROVED BY DATE Boa NAME - City of Bozeman wRF wmcn a w suppnea• vERS~oN 6.7 ~NEG-ALT NUMBER REVISION DWG SIZE 'sws4oe2scaol-oo01 A TYPE MCC 2100 G.O. -_ . MKW03660 Fayetteville, NC i DRAWING TYPE i ~ Customer Appr. ----- STEM -- -~ 4 SNEET-.... ~. Y • I .-__ • The Inforrnatlon on this doeunu-nt is created by Eaton Coryoration. k is disebaad in conTidence and it le only to be used for the purpoea in which it is suppiisd. NEG-AlT NWABER • SW640829Q801-0001 A 8 C D E F G H J K L M Top View -_- 1. 1- 5.41" 5.41" 5.41" --- -x--- "~. - -" 17.50" 17.50' --17,50""1 11F 12F 13F FVNR S7 ~-c ` IQ 260 ~ HFpZO®. HND31200 . ~ ® HLD3500 ' LLL HFD20/30 42CKT ~ i- ®RD j ;~ ~^ `~I_~ J HLD3500 ~ ---N- Main 2 Bkr .......... ._..__-___-.l i -___ . . -~~ i 21.00" ~ -5.41"-+ 5.41" ---- -5.41"-•• i 1:00- w-~- ~-1.00 e-.- Floor View PREPARED BV ~-_~-~ DATE 5ehwendeman, Mike D 06/04/09 Eaton Corporation ; APPROVED BY DATE .108 NAME City of Bozeman WRF DESIGNATION 300-MCC-01 -NEW VERSION TYPE 6.7 MCC 2100 REVISION DWG SIZE G.O. _--- - I _.... _........ -... _. ..... .. _A MKW03880 Fayetteville, HC DRAIMNG ttPE i Customer Appr. ITEM~v.- •. ._i-- SHEET bOF11 i~ i• i• Unk Nameplate Description Class Stager Size Bkr1Sw Unit HPlFLA Poles Features Wire Diag. TrIplClip 18 DIGITAL IQ 280 Power Quality CUSTOMER MalerwithTransduc METERING nsducar 1M MAIN BREAKER HND Main 1 Bkr HND 1 Main Bkr Mechanical Key IMedodt BUS A (i200A trip), Lugs: 3P 1 RMS310 LSI Trip 4-ri4/0-500Kcmil 1200 2E BLOWER 1 300-BLR-1 2F 2H BLOWER R AUXILIARY COOLING FAC 300-AGF-03 HLD Bkr (500A trip) fi" Door FVNR Staler Size 1 F206 1 [HMCP] 5 2M BLOWER 5 HLD Bkr (500A trip) 300-BLR-05 3E BLOWER 3 HLD Bkr (500A trip) 300-BLR-03 3F 6" Door HLD 3P 500 HMCP 1 100VA Individual CPT, Fused 3P 3 N.O. Starter Aux Cantads, Size 1-4 75 1 1 Unit PB, 10250T (Emerg} 1 3 Pos. Sel- Sw-, 1025oT (Hand-Off-Auto) 3 C-H Model D7, 300V, 4 Pole Socket Relay i i Mini Elapsed Time Meter 3 Pilot Light-PTT-1025oT (Misc) 1 Pilot Light-PTT-10250T (Run) _ HLD 1 Fdr Bkr Digitrip 310 LSI Trip 3P sao HLD 3P 500 I The information on thls PREPARED eY DATE I -- --.. document Is created by Eaton Schwendeman, Mike D Og/Oglgg Eaton Corporation Corporation. h is discbsad _.__.. . _. _~._.._. -_.__ _ Fayetteville, NC __ ______ --......._ ; in confidence and it fs only I APPROVED eY DATE JOB NAME City of Bozeman WRF to be used for the purpose In DESIGNAnoN 300-MCC-01 -NEW whichklsaupplitid. =----------- ---------- --_ _._..__ --'-~~---~--~---~__~-- VERSION ttPE 'DRANANG TYPE 6.7 MCC 2100 - Customer Appr- I I NEG-ALT NUMBER REVISION DwG SIZE - _..---- -------- ---•-- G.O. -------... ----. ... .. I ITEM SHEET $W840929G807-0001 I A. MKW03660 8 OF 11 --___._.___..._.._ ..._..__ .._.__`.__.....__ ............._..._._...__ _ _____._____._..._.-_._..__ L-.__... _J_____ • • Unit Nameplate Description Class Starter Size Bkr13w Unit NPIFLA Poke Features I _._ __--- --•---._ . __..-- --._ .......__ ._ ........ .. .....- Wire Dlag. ------------- TripJClip ....._ -------__ . _..-- 3HL RAS CONTROL HFD Twin Bkr (20A120 HFD STATION 1 Atlip) 3P CONTROL VALVE 1 5599A65.DVVF 2D 300-CV-01 3HR RAS CONTROL HFD Twin Bkr (20Al2o HFD I STATION 1 A trip) 3P CONTROL VALVE 2 5599A85.DWF 20 300-CV-02 3M MCC-AA HLD Bkr (SODA trip) HLp 1 Fdr Bkr Digitdp 310 LSI Trip SECTION 1 3p 500 4B SPARE STARTER FVNR Starter Size t F206 1 HMCP t 100VA Individual CPT, Fused [HMCP) 10 3P 3 N.O. Starter Aux Contacts, Size t-4 30 1 1 UnM PB, 102507 (Enlerg) 1 3 Pos, Sal. Sw., t0250T (Hand-Oft-Auto) 3 C-H Model D7, 300V, 4 Pde Socket Relay 1 Minf Elapsed Time Meter 3 Pilot Light-PTT-102507 (Misc) 1 Pild Light-PTT-102507 (Run) 4D SPARE STARTER FVNR Starter Size 1 F206 1 HMCP 1 100VA Individual CPT, Fused [HMCP] 10 3P 3 N.O. Starter Aux Contacts, Size 1-4 i 30 1 1 Unk PB, 102507 (Emerg) 1 3 Pos. Sel. Sw., 702507 (Hand-Off-Auto) 3 GH Model D7, 300V, 4 Pole Socket Relay 1 Mini Elapsed Time Meter 3 Pilot Light-PTT-102507 (Misc) 1 Pilot L'Ight-PTT-102507 (Run) 4FL SPARE BREAKER HFD Twin Bkr (30Al20 HFD A trip) 3P 5599A85.DWF 30 ~ 4FR SPARE BREAKER HFD Twin Bkr (30A(20 HFD A trip) 3P 5598A65.DWF 20 Th• Information on thin 'doeument is eroated by Eston :Corporation. h is discbsed in confidence and it M only to be used for the purpose In whkh it is supplied. NEG-ALT NUMBER _ SWIl40929QB01-0001 PREPARED BY DATE Schwendeman, Mike D 06104109 ;Eaton Corporation Fayetteville, NC APPROVED 9Y DATE JOB NAME City of 13ozaman 7NRF DESIaNAnoN 300-MCC-01 - NENf VERSION 'TYPE DRANANG TYPE 6•~ MCC 2100 CuatomerAppr. REVISION DNxt 91ZE O.O. REM SHEET A MKW03660 .. 7 OF 11 ... ... L --_ ---... _ _ _ ...._.._..--- --._. . • .] • Unk Nameplate 4H ATS BREAKER 4K BLOWER 5 AUXILIARY COOLING FAN 300.ACF-05 _.- 4M BLOWER 1 AUXILARY COOLING FAN 300.ACF-01 SM 100A ACTIVE HARMONIC CORRECTION UNIT ' 6M 100A ACTIVE HARMONIC CORRECTION UNIT 78 BLOWER 2 AUXILARY COOLING FAN 300-ACF-02 OescHptlon HFD Bkr (60A trip) Class Starter Size BkrlSw Unit HPlFLA Poles featuros Wire Oiag. TriplClip HFD 3P 5599A85.DWF 60 FVNR Starter Size 1 F206 1 HMCP 1 100VA Individual CPT, Fused [HMCP) 5 3P 3 N.O. Starter Aux Contacts, Size i-4 15 i 1 Unit PB, 102507 (Emerg) 1 3 Pos. Sal. Sw., 102507 (Hand-OO-Auto) 3 C-H Model D7, 300V, 4 pole Socket Relay 1 Mini lapsed Time Meter 3 Pild Light-PTT-102507 (Mist) 1 Pilot Light-PTT-102507 (Run) FVNR Starter Size 1 F206 1 HMCP 1 100VA Individual CPT, Fused [HMCP) 5 3P 3 N.O. Starter Aux Contacts, Size t-4 15 1 1 Unff PB, 102507 (Emerg) 1 3 Pos. SN. Sw., 102507 (Hand-Off-Auto) 3 C-H Model D7, 300V, 4 Pole Socket Relay 1 Mini Elapsed Time Meter 3 Pilot Light-PTT-102507 (Mist) 1 Pilot Light-PTT-102507 (Run) 100A Active Harmonic Correction Unit 292933.DWF t00A Active Harmonic Conection Unit 282833.DWF FVNR Starter S(ze 1 F206 1 HMCP 1 100VA Individual CPT, Fused [HMCP] 5 3P 3 N.O. Starter Aux Contacts, Size 1.4 15 1 1 Unk PB, 102507 (Emerg) 1 3 Pos. Sel. Sw., 102507 (Hand-Off-Auto) 3 C-H Model D7, 300V, 4 Pole Socket Rday 1 Mlnf Elapsed Time Meter 3 Pilot Light-PTT-102507 (Mix) 1 Pilot Light-PTT•10250T (Run) 7iw infomwtion on this PREPARED 9Y OATE ~ - docurrwnt is croatad by Eaton SchwenWm~n, Milo D 08/01/09 'Eaton Corporation Fayetteville, NC i Corporation. It is discbaed -__.-.... _.. -_.._._.-_-____^._____ in confidence and it le only aPPROVED sv OATE .toe NAME City of Bozeman WRF 'to be used for tha purpose In oESCw~TION 300-MCC-01 -NEW whkhhlssupplied. _...- VERSION ------- -----------------------~----... TYPE __ DRAWING TI'PE .__._.. __---__.-.__. 6.7 ~ MCC 2100 Customer Appr. NEG-AI.T NUMBER REVISION OVPG SIZE G.O. ITEM SHEET SW84092417801-0001 A MKW03860 ~ 8 t1F 11 ~ i `~ u :~ Unit Nameplate 7M TIE BREAKER BB BLOWER 4 AUXILIARY COOLING FAN 3D0-ACF•04 8D BLOWER 6 AUXILIARY COOLING FAC 300-ACF-06 8F ATS BREAKER Description Class Starter Slza BkASw Unk HP1Fl,A Poles Featuros Wire Diag. TriplClip HND Main Tie Bkr HND 7 Main Bkr MecharAcal Key Interlock (1200Atrip), Lugs: 3P 1 RMS310 LS Tfip 4-#410-500Kcmil 1200 FVNR Starler Size 7 F206 7 HMCP 1 t00VA individual CPT, Fused [HMCP] 5 3P 3 N.O. Starter Aux Contacts, Size 1-4 15 1 1 Unft PB, 102507 (Emery) 1 3 Pos. Sel. Sw., 102507 (Hand-OH-Auto) 3 C-H Model D7, 300V, 4 Pde Socket Relay t Mini Elapsed Time Meter 3 Pilot Light-PTT-102507 (Mist) 1 Pild Light-PTT-102507 (Run) FVNR StaAer Size 1 F206 i WMCP 1 t00VA Individual CPT, Fused [HMCP] 5 3P 3 N.O. Starter Aux Contacts, Size 1~ 15 1 1 Unit PB, 192507 (Emerg) 1 3 Pos. Sel. Sw., 792507 (Hand-Off-Auto) 3 GH Modal D7, 300V, 4 Pole Socket Relay 1 Mini Elapsed Time Meter 3 Pilot Light-PTT-102507 (Mist} 1 Pilot Light-PTT-102507 (Run) HFD Bkr (80A trip) HFD 3P 5599ASS.DWF 89 BM AUTOMATIC ASCO 7000 Series TRANSFER SWITCH Automallc Transfer 300-ATS-01 Sw. 1 OOA with no neutral 9M 100A ACTIVE 100A Active Harmonic HARMONIC Correction Unft CORRECTION UNIT 19M 100A ACTIVE 100A Active Harmonic HARMONIC Correction Unit t ATS Option 37B-Six foot exteruion harness CORRECTION UNIT 282933.DYVF • The information on this PREPARED BY DATE f 'document is created by Eaton Schwand^man, Nliks D 06ro4ro9 Eaton CO~OffatlOn F'^yetteville, NC Corpora8on. k is disclosed _ ---- ..._ .-__ .._. _.... _.....----- ----- - -- ...._. ---------._...-. --- in eonfldence and It Is Dory APPROVED BY DATE .JOB NAME City of BOZeman WRF to W used for the purpose in oESycNAnoN 300-MCC-01 -NEW which R is supplied. _...-__.. -_._............_._L.__.._.-_..._.._-- I VERSION TYPE DRAwxJp TYPE I 5•T MCC 2100 CustomerAppr. NEG-ALT NUMBER REVISION II pwG SIZE G.O. ITEM SHEET SW840928Q801-0001 I A MKw03660 90Ftt 282933.DWF w • C: • .] Unk Nameplate 11B SPARE STARTER 11 DL RAS CONTROL STATION 1 CONTROL VALVE 3 3D0-CV•03 tiDR RASCONTROL STATION t CONTROL VALVE 4 RAS•CV-04 11FL SPARE BREAKER 11FR SPARE BREAKER 11H SPARE STARTER Descriptbn Gass Starter Slza HPlFLA Wlro Diag. FVNR Starter Sfze 1 F206 1 (HMCP] 10 BkrlSw Unit ~ Poles Featurof TriplCllp HMCP 1 100VA Individual CPT, Fuxd 3P 3 N.O. Starter Aux Contacts, Size 1-4 30 1 1 UnA PB, 102507 (Emerq) 1 3 Pos, Sd. Sw., 102507 (Hand-Off-Auto) 3 C-H Model D7, 30oV, 4 Pole Socket Relay 1 Mini Elapsed Time Meter 3 Pilot Light-PTT-102507 (Misc) 1 Piloi Light-PTT-102507 (Run) HFD Twin Bkr (20AJ20 HFD A trip) 3P HFD Twin Bkr (20A/20 A trip) HFD Twin Bkr (20A130 A trip) HFD Twin Bkr (20A/30 A trip) 5599ABS.DWF 20 HFD 3P 5599A85.D1NF 20 HFD 3P 5599A85.DWF 20 HFD 3P 5599A85,DWF 30 FVNR Starter Size t F206 1 (HMCP] 10 11 M BLOWER 6 300-BLR-05 HI.D Bkr (SODA trip) HMCP 1 tODVA Individual CPT, Fused 3P 3 N.O. Starter Aux Contacts, Size 1-4 3D 1 1 Unit PB, 102507 (Emerg) t 3 Pos. Sal. Sw., 102507 (Hand-Ott-Auto) 3 C-H Model D7, 300V, 4 Pole Socket Relay t Mini Elapsed Time Meter 3 Pilot Light-PTT-102507 (Mist) 1 Pilot Light-PTT-102507 (Run) HLD 1 Fdr Bkr Digitrip 310 LSl Trip 3P 50D i3fB~`•'f'I i~il 'r' .I _'i::;(gj:::'~ni:'~':uc~ 3 ~~ iliE ~if li I t ~s ~,~ i I '° ' 3+ rv i ltf~j'if 1i~ lits ~tls : tL I i :~y~ ~I~~I~.II ~ 4 is s''d I n GII )i ~t~il i~ ~ ~,I: :: I;,: ;; II LIn.~l:,;iy;,,r~t„u, ,i,:,;,,~ ~s Ths Information on this PREPARED BY GATE _ _---_-- - _ ----~ documfnt If croat~d 6y Eaton Schwendeman, Mlles D 06/04J09 Eaton Corporation Corporation. ft ie diecbsed FsyertevJk, NC in confdence and it is only ~ APPROVED BY DATE J09 NAME City of Bozeman WRF ~ to ba used for tha purpoas in DESIGNATION 300-MCC-01 -NEW which It la fupplisd. -._..- . _._ _ .. -.---- ... -. -- -- _ _~_...- ----...i i VERSION TYPE iDRANANG TYPE 8•~ MCC 2100 Customfr Appr. N£G-ALT NUMBER ---~~_.-._-.. .. __~ REVISION OWG aIZE G.O. ~Y-~-~-_---~---~--~~ ITEM ASHEET SW$40929Q801-0001 I A M1(W03660 10 OF 11 • - r • Unit Nameplate Description 12E BLOWER 2 HLD Bkr (SODA trip) 300-BLR-02 12L POWER PL1A Panelboard PANELBOARD 225A 120/208V 3PH 30D-PP-01 4W 42 CK7 12M 6„ Door 13B DIGITAL Iq 260 Power quality CUSTOMER Meter withTransduc METERING nsducer Class SLrte-Size BkrlSw Unit HPIFLA Poles Features ltYiro Diag. _ . - .. TriplClip HLD 3P 500 1 Pnlbd Bkr, BA8 1 Pole 30A bkr 1 Pnlbd Bkr, BAB 2 Pde 20A bkr 5A70398.DWF 27 Pnlbd Bkr, BAB 1 Pde 20A bkr 13M MAIN BREAKER HND Main 2 Bkr HND 1 Main Bkr Mechanical Key Interlock BUS B (1200A trip), Lugs: 3P 1 RMS31O LS Trip 4-#410-SOOKcmil 1200 • u 'The Information on thin PREPARED BY DATE 'document is created by Eaton ScnwmMeman, Mike D os104109 .Eaton Corporation Corporation. k ie diacbsed _~__-.. ... _ _.. ___-„r„ _.-- __ _ __ Fayetteville, NC in confidence and K is only ! APPROVED BV DATe ,loa NAME Cily of Bozeman WRF to be used for the purpose in ~ DESICNaT1oN 300-MCC-01 -NEW whicfi it is supplied. ------°-- --.._... -- - VERSION _ ____ TYPE DRAVANG TYPE ~ 6'~ ;MCC 2100 Customer Appr. NEG-ALT NUMBER ' RENSION , DWG SRE G.O. ITEM SHEET SW840929Q801-0001 I A i .. .....____-_- - : ____......_.._1__...-. _ I MKW03 is0 11 AF 11 • Change Proposal Request Documentation CPR 011 ! - r _ i MORRISON .,~..~~ MAIERLE,>NC. CHANGE PROPUSAL REQUEST {Not a Change Order} Project: Bozeman WRF Phase 1 Improvements CPR fVo.: 011 GPR Date: 05119/2009 [fate Sent to Contractor: 0511912009 Date Recd from Contractor: TD: Williams Brother Canstrucfian Please furnish your propose! for executing the following changes}: UtilldorlDrain Manhole Conflict (RFI 02.91: Per discussions with Craig Brawner, provide a vertical tee at the drain manhole to allow for required vertical dra end clearance with the-utilidor. Extend upper portion of the tee to surface and provide traffic rated lid for access. Extend tower portion of tee to allow for vertical adjustment and install 45 degree fittings perQan notes on bath sides of the utilidar. Utilize SDR-35 PVC for_pipe and fittings. t HDR1MMl r l ~~~""~~ TO: NDR Engineering, Inc. !Morrison Maierle, lnc. Proposal: Date: fly/19/2flfl9 Cost ~~ ~~.~. Credit {A time extens' uir d f this modification unless otherwise detailed and justified:} Contr or Date ~ ~~" ~~ Tfl: Accepted/Not Accepted HD`R/MMt: Date Accepted/Not Accepted Owner: Date • ,s JLbt 64a:. J1.tl G3Z Jill>Z f.1V1t~ .JLl1J I..r s, :C?olct, Lead & Safety Cvnsutfinc~y OlO ivST• :~~~~x-~~o7.0 Response: It is noted that asbestos pipe disposal for the secondary effluentjunction box is .included in this proposal and therefore will not be included in CPR 014. (Recommended by HDR/MMI ~ .•~~- ~_ ~/~/O 'r PROJECT ESTIMATE D..-....,,..... ~Ai.,.. a.. ,ni_a_.. ~i__i ___. __ ~~ _~ .~-vr. ~:: Y.Ca. $ax 2 $o~eman. Phone: (~i(} ~, • CC)NSTRUCTION DQCUMENTATION FtJ~tM Na. 411 HDR ENGIfiJEERING, lNG. Project: Bozeman WRi= Description: CPR-011 Ac abatement (attached) Mark-up 7.01 Excavate @ manhole 123 yds. @ 7.60 Brace manhole and trench box Remove exisflng pipe #rom manhole 3 men 4 hrs @ 30.38 Grout in new spigot to manhole 2 men 4 hrs @ 30.38 Instal! tee and riser and cover 3 men & excavator 4 hrs @ 241.14 Backfili 123 yds @ 4.50 Material (attached) Mark-up 17.11% Response: Date: 6-2-09 3,465.00 242.90 922.50 1,700.00 243.04 243.04 964.56 553.50 2,926.50 1,292.34 Cost $1:2.553.38 Credit- Scheduie Change Days Contractor .~'. G°.u,~-tv Date 6-2-09 Date: • City Date: -z Envixonrnental Sautic~xtts LLC .Msbestas, Ivloid, Lead & Safety Consulting g:O. Box 7UlU P~t~JECT ESTIMATE 8oxetnan, M'I` 59T31-ZO1Q Phone: {406) 879-1491 - Fax: (40&) 58?-Q 193 Bozeman Waste Water Plant E~Ntail: environ:raentalsol~u-msn.com Item Time Cest Total. IH Oversight Sonia Rogers -Asbestos Contractor/Supervisor (per day) $ 520.Ofl NOTE: Includes time for awarness training, supervision of cuts, loading of material into waste container and encapsulation of materials for hauling, Waste Disposal Prices are based upon estimated numbers from walkthrough with Clay. 36" Pipe Estimate: 30' plus approx. 40'001bs of concrete. 24" Pipe Estimate: 40' of pipe only.. I don't know the tonage estimate but we can haul_21 ton. per trip. Bazeiman tv Logan: would cost $95 per hour including sit time, plus $5$ per ton (material wrapped by Williams Brothers). **Logan will take the material but prefer it drummed or in a container that won't tear. Bozeman to Baker: 2 - 30 Yard Asbestos Category II Waste Transportation and Disposal $ 2,025.00 Transite (AC) Pipe with concrete waste Weight Limit - 1fl Ton (.20,000 Ib,) -Per Dumpster (approx. 30 yards) From: Bozeman, MT Landfill: Baker, MT Initial Fee to Place Durnpster(s) in Bozeman. $ 400.00 Dumpster Rental fee for each day over 15 Days the Dumpster(s) are out. $ 5.00 Ali waste disposal charges will be charge to the Contracted Parties account at the appropriate landfill. if ES pays the waste disposal charges they will be billed to the contracted party at 105010. - Carat Creek Landfill Baker MT -rates as of June 30, 2009 are $15.OOj Cubic Yard - Materia! can be crushed to reduce yardage. Ten (10) Days notice requested prior to first Dumpster placement to ensure availability. Th8 best value is probably Baker da to man power of handling materials for Logan, probably twice as much to go to Logan than Baker. NOTE: Estimate prices and availability are guaranteed for 30 days. Rfter 30 days prices and availability are subject #o change. tw. s p. 05!28/2009 Thu 1fi:20 NOR'fMWEST PIPE FITTINGS INC. iD: #3d28v4 Page 1 of 1 ~C~RTH~(V~ST P1F~E ~l't'T{NG~, INC. NOT FQR Sf~iPPING s~~~Q~;~,ss~ MATEREAL 11~AY ~lt3T ~~ S#itPP~~3 Wholesale Fiumbiny, keRting, Water Works, In~stritil Suppi(ea SEEtYlC£ with our own trucks F~~~ TFf iS I?~Ci3MENT L RC. BOX 1250 F.C. BCU(4153 a8a tITHAYENVE N:E 178C X17 MWT35 EAST 3W FlOSS FLATS R3. 335.8Tii.STPoEET WEST 1607 M':ACC7flA.ARK GREAT FALLS„A765G8C KALLSP4l b•T 6990! BELaRAI)£, tfi 6w•a BR.lki[sS, MO~MANA SB'038lSTTE. NT58TD! pFtCNE (a06)72T~8043 Pi10RE.{a0$)762-0W2 PHJIJE (4J!)384~204:'. Pr+[x+E (a08)252~0la2 PMCNE <t08)~9a-2120 FAX (a;15) 0541743 FAX (it67 752dS53 FAX t~tdSl368.2a93 FAX (408)24tl~977 FAX.,a0a, 494.3787 P(CK L.iSTlQUIJTATION FQfi~tVi NORTHWEST PIPE FITTINGS INC. ** Q U O T A T I O N TO: WILLIAMS BRQTHER CC?NST LLC DATE: 05128109 NO. 167019 BUZEMAN WRF IMPRV PHASE I TO DATE: 05/22/09 255 MUSS BRIDGE RD JOB.: BOZE~+)7AN , MT TERMS : IVET 30 FOB: BUZEMAN PREP. BY STEVE WIMPFHEIMER WE ARE PLEASED TO QUOTE YOU ON THE FOLLOWING MATERIAL ALL QUOTES ARE SUBJECT TO NORTHWEST PIPE FITTINGS "TERMS OF SALE" QUOTED PRICES ARE SUBJECT TO CHANGE AFTER THE "TO DATE" ABUVE. PAGE: 1 Qty Part Number Description Price... Extended ~~ * ___> SDR35 SEWER ALTERNATE ~i.~. ~~ • ~ 1940205 24" K 14' F-679 PVC RINGTITE SEWER 20.65 I--5;-bfl~ PIPE 1 24°SDR35 GASK.TEE 2090.00 2090.00 4 24"SDR35 GASK.4.5 899.00 3fl 1 24"PVC xAC FERNCO CPL! 423.50 4.23.54 Qt1OTAT I ON TOTALS ~-~.~4-a~8 ~9~~ ~ ~~ u ~ ~ ~ . ~ MORRISON ~~ MAIERLE, IrrG CHANGE PROPOSAL REQUEST (Not a Change Order) Project: Bozeman WRF Phase 1 Improvements TO: Williams Brother Construction CPR No.: 012 CPR Date: 05/26/2009 Date Sent to Contractor: Date Recd from Contractor: Please furnish your proposal for executing the following change(s): Over excavate and haul 1.50 per yd3 Load and haul site gravel 1.25 per yd3 Grade and compact 2.50 per yd3 5.25~- Mark-up @17.11% 0.90 Total $6.15 Proposal: Cost Credit (A time extension is not required for this modification unless otherwise detailed and justified:) Contractor _ __ _ _ _ Date TO: Accepted/Not Accepted Accepted/Not Accepted Response: Recommend payment based on actual quantity of excavated material. Total estimated yardage for project is 2,500 cubic yards. Recommended by HDR/MMI ~!-~ ~/~/O ~. HDR/MMI: Date Owner: Date • I G I