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bocc.con.amended.250.2016 G
Pitkin County Coir Y o' Contract Cover Sheet Please complete the Contract Cover Sheet when the contract is completed and signed by ContractorNendor and Pitkin County Project Lead. Return all Contract Cover Sheets and Contracts/Change Orders/Amendments to Procurement (procurement helpApitkincounty.com).Any contracts$50,000 and over will be routed for signatures to County Manager and Attorney's Office(if required)by Procurement&Contracts Manager. Contract Information Contract Number 250.2016 G Project Name Sheriff&Admin Project GM/GC Contractor FCI Constructors Budget Line Item 110.18.92818.86200 $ Additional Budget Line $ Item(s) (Please fully allocate New $ Contract Total) $ Contract Start Date 11/3/2016 Contract End Date Click here to enter a date. Automatic Renewal Yes 0 No® If Construction: Retainage Yes$ or 5.00% No❑ If this is a new contractor,please request they complete and submit to Finance a W-9 Form. Contact Information: Department Administration Project Manager Rich Englehart Project Manager (970)429-6135 Phone Provide a brief description of the contract: Change order for DOAS Price Increase,Drywell/Stormwater Drain,Underground Piping,Fiber Reroute,Ceiling Height Changes,Roof Drain Heat Trace,Changes to Finishes, Shoring System Credit and Credit for Appliances Contract Value Summary: Original Contract Amount $ 18,031,371.00 Previous Change Order/Amendment Amount(if applicable) $78,563.00 This Change order/Amendment amount(if applicable) $-43,795.00 New Contract Total $ 18,066,139.00 Procurement Method: None 0 Informal❑ Formal ® Sole Source ❑ Emergency ❑ Contract Renewal 0 Contract Type: Services/Maintenance ❑ Construction ® Goods,Equipment, Supplies 0 Change Order/Amendment 0 Other,please explain 0 Click here to enter text. NOTE: CLERKS OFFICE WILL KEEP ORIGINAL DOCUMENTS IN COMPLIANCE WITH COLORADO STATE ARCHIVES RETAINAGE SCHEDULE.ALL ATTACHMENTS MUST BE WITH THIS CHECKLIST. 4h Contract#bocc.con.250.2016 K I N Budget Line Item# 110.18.92818.86200 COtNT • CONTRACT AMENDMENT Change Order Number: bocc.con 250.2016G Dated 06/12/2017 • OWNER: Pitkin County Sheriff&Admin 530 E.Main Street Aspen,Colorado 81611 CONTRACTOR:FCI Constructors, Inc. The Pitkin County Sheriff& Admin Project CM/GC Contract (the "Agreement") dated 12/15/2015 between the Board of County Commissioners of Pitkin County(the"County")and FCI Constructors, Inc. (the "Contractor"), • is hereby amended as follows: Description of Change: See attached • 1. BVR-005-DOAS Pricing Increase $0.00 2. COR-008—RFI-016 Drywell/Stormwater Drain $22,026.00 3. COR-038—RFI-128 Underground Piping vs. Structural Footings Clarifications $7,457.00 4. COR-039—Fiber Reroute Conduits at West Side of Jail Completed as of 3/31/17 $26,929.00 5. .a COR-049—RFI-156 Plaza Basement Ceiling Height Changes $2,035.00 6. '—COR-050-RFI-111 Roof Drain Heat Trace Location Clarifications $5,180.00 7. COR-051 —PR-08 Changes to Finishes ($12,786.00) 8. COR-065 -Credit for Shoring Systems Not Needed ($81,731.00) 9. COR-068 -Credit Back Budget for Appliances ($12.905.00) TOTAL THIS CHANGE ($43,795.00) Reason for Changes 1. BVR-005—Cost increases for DOAS units and curbs due to delay in submittal review as well as side vs. bottom discharge issue per RFI-129.FCI has agreed to fund these costs from contractor contingency. 2. COR-008—Costs for installation of dry sump and additional underground piping for building foundation drains per RFI-016. 3. COR-038—Costs to lower footing at grid lines G+1 to accommodate underground piping per RFI-128. 4. COR-039—Time and material costs for install of conduits at west side of the jail and within the jail for future reroute of fiber.Work completed on a T&M basis at the direction of Dave Detwiler. 5. COR-049—Costs for changes to ceiling heights at Plaza Building basement per RFI-156. 6. COR-050—Costs for added heat trace per RFI-111. 7. COR-051 —Credit to owner for reconciliation of costs for finishes per changes made in PR-008. 8. COR-065—Credit to owner for shoring systems not required for the project. 9. CPR-068-Credit to owner the budget FCI was carrying in the GMP for the purchase of appliances for ( I the project. The owner will be purchasing these directly. Original Contract Amount: $18,031,371.00 Previous Change Order applied to Guaranteed Maximum Price: $78,563.00 Net Increase/Decrease in Contract Price(this change order): ($43,795.00) *Total Adjusted Contract Price(including this change order): $18,066,139.00 This change order extends the time to complete work by 0 calendar days. Rev 1227/10 js Project Coding Original Contract#bocc.con.250.2016 In all other respects the Agreement'. in full force and effect and remains unchanged by this Amendment. Oil/: /I 6z! 7 B d ackm r,PCI C•nstructors Inc Date /�/ . 6 /7 E gleh.ir of-rations Director Dat, -OP /c2F/e,70/) Join Peacock, County Manager Date �f *Increases over$25,000 and/or 10%(single increase or accumulative)of original contract must have County Manager signature. e-2 7-/ 1 • FC I BVR-005 Constructors,Inc. Total Change to Contingency Pitkin County Sheriff&Admin Project# 10-15-059 FCI Constructors, Inc.-GJ 530 E.Main Street,Aspen,CO 81611 Tel: 970-257-6441 Fax: 970-257-8449 G`ategory'=� ' :' Reference_ — PCCO Number Budget Variance Report attached pricing proposal from 2H Mechanical This BVR developed to fund cost increases for new dedicated outside air units(DOAS)and curbs from contractor contingency.Due to the extended amount of time that the design team submittal review on these units took,as well as the time It took to figure out bottom discharge or side discharge requirements for DOAS-2(reference RFI-129),the vendors pricing proposal on the units expired and equipment/material price increases came Into effect. FCI has agreed to fund these additional costs from contractor contingency. Itemized Details: • ;:General DescripN± atE '71:- r. ,,,J[ to ft 'd�'�1����f"1-'`3 1e i iiIM.Jw. '.,�a {• _16 * ....�" • h...: _?:,,i 1. m �.- • 2 H Mechanical,LLC $11,305.00 • Description of Work: Cost Increases due to delay In approval(due to the extended amount of time that the design team submttal review on these units took,as well as the time it took to figure out bottom discharge or side discharge requirements for DOAS-2-reference RFI-129)to release DOAS units and curbs for production. FCI Construdona,Inc.-GJ ($11,305.00) Description of Work: Contingency Requested Days: 0 I , Total Change to C. tin•ency: $0.00 Asok Approval: Date: —, 7''T This proposal includes work clearly Itemized herein and attached sub-contractor quotes Should delivery of materials effected by ths change delay the work,time extension and General Conditions cost rights are reserved The right to cumulative Impact costs Is reserved This proposal Is good for seven days from date of issuance Prolog Manager Printed on: 6/8/2017 fci pm data Page fI IL ':j 1 r"`--- ,. � CHANGE ORDER REQUEST 566 5.Westgate Drive ]OB# Grand 5 69980 Co,8150 ]OB NAME Tel(970)778-45601 -._.1 Piton CO Sheriff Adnan t Fax(866)298-6054 CUSTOMER � � �' ° �'i FCI Constructors y I ISSUED TO: DATE CHANGE ORDER# n 5/5/2017 .69980-COR-18 i-,. CUSTOMER REFERENCE i FCt Coltstfuctors DOAS Units/Curbs CHANGE ORDER TITLE _.-._. DOAS Units/Curbs DESCRIPTION SUBCANTP.ACT MATERIAL HOURS IAIIOR PLUMBING HVAC Task S , . go ; tl I Deduct for DOAS Com-2af S (83,582.00) S - S - S (83.582.00) 2034 -1 Ded,mtfor DOAS Csubs-2cf '(5,899.50) - _ - (5A99.501_ Add for OOA.S thus-2 of . . 93,161.50 - - 93.161.50 si Add for tOASCurbs-2af 7.624,50 - - 7,624.50 _ 1 . - - 0 . s - 1 . • 1 - - •e I _ _ a i - - - - .. t _ _ - i —" SUBTOTAL SQ.QQ 511,304.50 1 1 New DOAS Units and Curbs-Pending Approval Price Increase from 9-16- Vehicle Costs -_ I 2016 to 6-04-2017, Equipment released based upon phone Tools I conference 5-03-2017 and subsequent confirming Email FCL Consumables 1 ; , Omer Total Before eoad $ 11,304.60 Bond $ CHANGE ORDER TOTAL 811.306 CUSTOMER APPROVAL SIGNATURE PRINT NAME I !CUSTOMER COMMENTS 1 A — ..a 1 1 Nae Metenals 4eted on 3r s page are en est mate:o create a lamp sum pica.An material taxes,where sop cable,are paid at po of cI sale,when..e purchase front our suppler. I 1 1, fl 11 EiC F M Quotation No. QW36047 rev3 Page 2 of 4 ti COMPANY Project Name: PITKIN COUNTY SHERIFF&ADMIN. T*G"MANUAL VO AMPER"-FLEX�f IYASTTE -- 1 GALVANIZED-CONICALIQS�tN€.MANUAL LOCKING QUADRANT DAMPERS WIT4KI 11j2"'EXTENTSION. i T G"SINGLE BLA L VOLU_ME�DAMP "-GREENHECK M UAL LOC G QUADRA T1`''�ttl'1"i 11/2" EXTE TSION,GA ZED ST t OP SED DE DAMPERS.(SIZE VARIES) _.. •G"FSD FO: -a UND SPIRALD GREENHECK#FSD \,HORIZONTAL HOUR RA 3 1F -E SMO DAM• RS,WITH 1 SL E AND TRANSI ON.A REQUIRED 70 / Re. ND D ENSION. ,� (NO ' : •DES ARE I REAM, EXTE�NAUMOUNTED ACT OR 120 VOLT) T G"FSD F TANULAR" EENHEC • D-211, HOR I TAL 11/2 Hr+U TE F SMO DAMP S,WIT 16 EEVI € � STREAM, XTERNAL MO, • D ACTUAT•- 120 VOLT) ARE 1 •G"FSD WIT • GR • E ACCESS" RE HECK#GFSC1�11, +RIZONT• 111 •UR RATE Fl• SMOKE DAMPE-S,WITH 'SLEE /� (NO BL• 1 ES ARE I • •IR EAM, INTE AL MOUNTED ACTUATOR 120 VOLT AND GR LE HAS BEEN UP SIZED AS REQUIRED) EAItN1IACC C,4G H1 0-2r.4144, SI REC "GRLLE AND FINISHWM FRAME. , "DOAS-1 D RENEWA{, OFTOP DE ATED TDOOR R UNI WjT1�—�' VFD I -PLATE E ALPI�EXCH ER,.F TER ALAR ONIC HEATING COIL, DISCONNECT SWITCH. H DEDUCTED from based bid 9-16-2016 0 Quantity Description, <2> TAG"DOAS-1 AND 211-RENEWAIRE, ROOFTOP DEDICATED OUTDOOR AIR UNITS, WITH 'O VFD'S, FIXED-PLATE ENTHALPIC EXCHANGER, FILTER ALARMS, HYDRONIC HEATING COIL, DISCONNECT SWITCH AND SPRING CURBS PER SCHEDULE. y DETAIL DEDUCT PRICE FOR (2)DOAS UNITS <$ 72,680,00> DETAIL DEDUCT PRICE FOR (2) DOAS UNITS ROOF CURBS <$ 5,130.00> f ;Ir- DEDUCT PRICE a$77, 810.00> 'zi •, ADDED PRICING due to price increase for delay in release of DOAS units Quantity Description P qi 2 TAG"DOAS-1 AND 2"-RENEWAIRE, ROOFTOP DEDICATED OUTDOOR AIR UNITS, WITH el VFD'S, FIXED-PLATE ENTHALPIC EXCHANGER, FILTER ALARMS, HYDRONIC HEATING COIL, s, DISCONNECT SWITCH AND SPRING CURBS PER SCHEDULE. I s S DETAIL ADD PRICE FOR (2) DOAS UNITS $ 81,010.00 (REFLECTS PRICE INCREASE) k3.1 DETAIL ADD PRICE FOR (2) DOAS UNITS ROOF CURBS$6,630.00(FREIGHT INCREASE) •P' PRICE$87,640.00 r 0 1 ` ; 1 i Houston Wright 'y From: Michael McLain <mmclain@fciol.com> .1 Sent Wednesday, May 3,2017 9:55 AM .1 To: Bryan Houle; Brady Blackmer Cc: Chandler Deimund; Richard de Campo; Houston Wright; sotoole@gscnw.com; 4 danb@cfmcompany.com;Ethan Pacheco;Dave Detwiler 1 4-- (dave@integratedconstructionsolutions.com)';Jeff Herschel Subject RE:PCSA-DOAS units confirmed as variable volume Thanks for the confirmation Bryan.As confirmed this meeting the curb and DOAS units are to be released.Both units will '' be bottom discharge as indicated in previously approved submittal. ,: I ii - 2H is to confirm VFD sequence of operation with Trane. ✓ 1 - Houston to contact Brady and Mike to discuss cost questions with release of this unit.V :1 Let me know if you have any questions j Thanks, Mike McLain4::1 Project Engineer ` FCI Constructors,Inc. 30701-70B,Bldg A,Grand Junction,CO 81504,PO Box 1767(81502) P.(970)434-9093 F.(970)434-7583 C.(970)217-3893 ( www.fciol. com . FC1 ) Focused On Your Vision. ' 41 From:Bryan Houle [mailto:BryanH@raderengineering.coml Sent:Wednesday,May 3,2017 9:50 AM To:Michael McLain<mmclain@fciol.com>;Brady Blackmer<BBlackmer@fciol.com> Cc:Chandler Deimund<cdeimund@bil{poss.com>; Richard de Campo<rdecampo@billposs.com>; Houston Wright `= 'M <houston@2hmech.com>;sotoole@gscnw.com;danb@cfmcompany.com;ethan@2hmech.com; 'Dave Detwiler (dave@integratedconstructionsolutions.com)'<dave@integratedconstructionsolutions.com>;Jeff Herschel F., <JeffH@raderengineering.com> Subject:PCSA-DOAS units confias variable volume :rmed All, { On our call today,CFM Company indicated that they thought the DOAS units are constant volume and not variable c -4 volume. The mechanical design is based on variable volume so this was important to confirm! r I just called Renewaire directly and spoke to two engineers in the commercial division,and both confirmed that YES this i is a variable volume unit,and that the VFD's can be given 0-10 VDC signals as needed. i :til I Just wanted to clarify that for everyone, ' , 1 i 4 . 1 I . • FCI COR-008 • Constructors,Inc. Detailed, Grouped by Each Number(w!Owner Approval) Pitkin County Sheriff&Admin Project# 10-16-059 FCI Constructors,Inc.-GJ i ' 530 E.Main Street,Aspen,CO 81611 Tel: 970-257-6441 Fax. 970-257-6449 . _ .. • , I ategory'` Rett>rence - PCCO Number Change Order Request RFI-016,attached pricing from Stutsman-Gerbaz and 2H Mechanical Notes . This COR developed for costs associated with the supply and installation of a dry sump and additional underground piping added per RFI-016.This includes both underground piping within the building footprint as well as underground piping outside of building to connect to dry sump as detailed In RFI-016. There are no additional costs associated with the foundation drainage system clarifications included in RFI-016. Itemized Details: ��'� 4_14.�n: .-- Quote Recd Proposed Stutsman-Gerbaz,Inc. 513,408.00 Description of Work All changes to Stutsman-Gerbaz scope of work as revised per RFI-016.This includes,but is not lim.ted to,the installation of a 5' manhole drywetl and associated storm water piping to the building.This includes all required labor.materials,excavation,and . backfill. 2 H Mechanical,LLC $7,264.00 Description of Work All changes to 2H Mechanicals scope of work as revised per RFI-016.This includes,but Is not limited to,Installation of additional storm drainage underground piping within the building foot print for foundation drainage system.This includes an required excavation and backfill for the installation of this piping. FCI Constructors,Inc.-GJ _ _ $25.00 • Description of Work: Builders Risk Insurance I • FCI Constructors,Inc.-OJ $83.00 Description of Work: General Liability Insurance FCI Constructors,Inc.-GJ _ $98.00 • Description of Work: Payment&Performance Bond FCI Constructors,Inc.-GJ _ 51,148.00 Description of Work: Fee - Requested Days: 0 Total Change: $22,026.00 Owner Approval: .‘"7""...e-5;4-- Date: 5-2--7-/7 This proposal includes work clearly itemized herein and attached sub-contractor quotes • Should delivery of materials effected by this change delay the work,time extension and General Conditions cost rights are reserved The right to cumulative impact costs is reserved This proposal is good for seven days from date of issuance Prolog Manager Printed on: 5,22/2017 fci pm data Page 1 . t . Stutsman-Gerbaz Inc. 30376 Highway 82 Snowmass,CO 81654 • 970 923-2734 FCI Constructors,Inc. Change Order#2 970-434-9093 Pitkin County Sheriff&Administration Facilty 485 Rio Grande Place Aspen,CO Bid Breakdown Qty Unit Cost Unit Xtd Cost Comment I ' RFI-016 5'Dia.x 12 Drywall WQCV(1 Ea) 1.5 Day Duration Trackhoe 314 4.25 hrs @ $ 160.00 pmr $ 680.00 Excavate Labor 8.5 hrs @ $ 50.00 purr S 425.00 Excavate • Trucks 14 hrs @ $ 95.00 pmr $ 1,330.00 Haul off excess fill Trackhoe 314 1.5 hrs @ $ 180.00 pint' $ 270.00 Unload&set Drywell Labor 3 hrs @ $ 50.00 p/hr $ 150.00 Unload&set Drywell • Trucks 17 hrs @ $ 95.00 p/hr S 1,615.00 Deliver 3/4"screened rock&3"minus Trackhoe 314 5.5 hrs @ $ 180.00 p/hr $ 990.00 Backfill Labor 16.5 hrs @ $ 50.00 p/hr S 825.00 Plate compactor 0.75 day @ $ 115.00 p/day S 86.25 Backfill W.B.compactor 0.75 day @ $ 600.00 p/day S 450.00 Backfill Supervision 1.5 hrs @ $ 100.00 pmr $ 150.00 $ 6,971.25 Other Excess Spoils Dump Fees 7 Ids @ S 33.00 plead S 231.00 Dry,vel. Materials 5 D a,x 12'WQCV Dry Well 1 ea @ S3,624.50 plls S 3,624.50 Filter fabric 1 Is @ $ 416.00 p/sf $ 416.00 3/4"SR 46 to @ $ 13.75 p/tn $ 632.50 3 Mous Import 53 In @ $ 13.20 p/tn S 699.60 Backfill $ 5,372.80 Total $ 1Z574.85 RFI-016 8"PVC SDR 35 Storm Drain-13 LF .25 Day Duration Includes connecting to dryweH 308 Excavator 0.5 hrs @ $ 150.00 pmr $ 75.00 • Wheel Bader 908 0.15 hrs @ $ 130.00 p/hr S 19.50 Truck 0 hrs @ $ 95.00 p/hr $ - Haul off excess Truck 2 hrs i S 95.00 p/hr $ 190.00 Deliver RB JJ CC 0.15 days @ $ 115.00 plc $ 17 25 W/Behind CC 0.15 days @ $ 600.00 pAt $ 90.00 Labor 4 hrs @ $ 50.00 pmr $ 200.00 I • Supervision 0 25 hrs @ 5 100.00 pfir $ 25.00 $ 616.75 Other Excess Spoils Dump Fees 0 loads @ $ 33.00 p.Ad $ - $ - Materials 8"PVC SDR 35 14 If @ $ 3.12 Of $ 43.68 8"x 4"PVC Reducer 1 unit @ $ 47 35 p/ea $ 47.35 • 4"Tee 1 unll @ $ 29.45 p/ea $ 29.45 3/4"RB 7 tons @ $ 13.75 p/tn $ 96.25 S 216.73 �. Total $ 833.48 {! --- - i It 1 CHANGE ORDER REQUEST S 566 S.Westa3011#te Drive Grand Junction JOB NAME CO,el91505 Piikin County.Sbenff&'Admin Facili Tel((866 795-560)5Z.nni ���� nn nn ,�� CUSTOMER Fax(866)298-6054 NEC..H A N I V'lr.SL.S n n P.C1 MQrS::ItiC..' aI$SUEO TO f DATE I CHANGE I'ORDER# ua k r sis2Ot7 49984QRIT(Rcw )' • x4 } CUSTOMER REFERENCE 14Ga f lI CHANGE ORDER TM,E a •��`' '��� RFIOi�tpterlctrEo' „on-brain ,. Plumbln Cost .DESCRIPTION SUBCONTRACT MATERIAL• HOURS LABOR •tiy t7 a. 9 2 r f. .i111( 11 04400: 2,860 00 1 11 - e is-,.. .. '4A1 ' '4"'41 r r 1. 650.00 5006 leg:: •4« ,rf, t ., r v+yt e•. _-`,'y�'}1^1 }, , 'E ?4ey�4. }1 1 pY 2,000 00 �} I.i"'�Pl y,.. XLH' ;r�°S pji,,: 11 130.00 �� i ',"'i�`2ttt"�.'"�`' ...`��'a� �.ita!�,� /. ead��� t Rte.-, ':`f ix r h f _• �" r. • - '- • is �` r aS inP '� t • ."4'r�$4�'�`1 '',:,•••4a.`-'-§ r•-t:..t�y^y��3�•,y�a •rtrtr� /�. - ____� • t' h%"#•h pz':4 ty�+�ay,2 p {7, -1. ;P r 0 1 At' 'k` r J ;4014 #3,e `" ,r 3 Int 4 'i "A,.#4,'1714444.10,1,741.+ .yf ..aYq^- �f • SS "iri N iY QYt r91^7 yi.. ,4' Lg} f 3Vj. �.. I -.- J A} 95,),7 ` y SIIIII'' i ,iV r-'It + a .1 ib« AC .1.,.� t. 14,P,:.::;',., •f r rt�Yceat� 7 �� r rjrlt. q } y c7^ t ? y Y4 .:§.,,,,.;,,..-„,",.442.,:-..,04., r ,�'r ... .—.4-1%,-",.04,..4...., w-'t ,%, , t C w k,,e y; rpt j • r" f * A t y. - a' I ' r f"fY ky�i'YS+fSA'v; '� F • - wills ` a "rF s s �c: t ? $-f SUBTOTAL $6,747.00 $0.00 DESCRIPTION of WORK COMPLETED: �T ! w u Toots ,. ; � Consumables > :- 1 ` ' ' t t}�gtiOTl Vehicle Cost 100.4� � S e Tohl Betorc Bond 57,264.00----------------------- 00 i aa. BCdi Bond $ , if 7 aY 11l 7 rf� ` t--. erY-}s,.'•1. mtlty ,'--.4<,Y fi n '� CHANGE ORDER TOTAL $ 7,264.00 CUSTOMER APPROVAL SIGNATURE PRINT NAME [CUSTOMER COMMENTS I 1. Note:Materials listed on this page aro en asomata to create a lump sum price.All material taxes.where applicable.are paid at point of sale,when we purchase from our supplier. I r 1 I FCIRequest for Information 016 Constructors,Inc. Detailed,RFIs Grouped by RFI Number Pltkln County Sheriff&Admin Project# 10-15-059 FCI Constructors,Inc.-GJ 530 E.Main Street,Aspen,CO 81611 Tel: 970-257-6441 Fax: 970-257-6449 RFI#: 016 Date Created: 10/28/2016 IAnswerCompany, _ `: Answered By btu4horCompany, ,• Authored BY Poss Architecture&Planning Richard de Campo FCI Constructors,Inc.-GJ Brady Blackmer 605 E.Main Street P.O.Box 1767 Aspen,CO 81611 Grand Junction,CO 81502 s� .r:7�7'-', �-r�,?F• �,�$�"J,�. �;r,�j,Gr;y t�" �,�y�. :^ .�+a.�.7�j'y�E`��i'C"� �-` ,,C "r'^`,S",�"�,',�f"�"'°'' kI .I a:2i�I :Y • .,.�d� ES%1 c. ails � 1d:11 u„�_�- ... � 'r Cilar3L'�,i .�n....t..4`'r",.w' sR.7x ; Zr;w gf«:� RE ZNAVI VIWAT*7r. NSWI s-�.".�'r,va,4--i.^�' ' Proposed Revisions to Blind-Side Foundation Architectural/Mechanical Request for Information Drainage Details y Cc: Company N ''r F ,y�xary y t ckP �'Nw ' .' r 6ii �'.'ssfs:3hu.,Kt?,;:ni .x.r..._.....r_.c Question _ Date Requl*f 112. Detail 1/A513 shows the blind-side foundation drainage detail.Please advise or the following: 1.)For most of the face of shoring,the shotcrete shown in this detail is needed simply to provide a uniform surface to apply the drainage mat and rigid insulation shown.FCI is proposing to substitute the shotcrete in this detail with spray foam(see attached product data on the spray foam being proposed).There are two benefits to utilizing spray foam-1.) spray foam is less expensive than shotcrete and 2.)a layer of spray foam appears to provide the same insulating properties of the rigid insulation shown and allow the rigid insulation to be deleted.Please review the attached proposed revised detail and advise if this is acceptable.Note that at certain areas shotcrete will still need to be used as part of the shoring system for soil nails systems where new foundation walls are close to existing buildings. 2.)Please confirm that the Hydroduct does not need to be sloped. 3.)It is FCI's understanding that a dry-sump is wanted for this Hydroduct foundation drain system to drain to.Please provide all necessary details to pipe and install this dry-sump,including spec on dry sump,underground piping to dry-sump,and location where Hydroduct connects to underground piping. [g On.� r � .,�'t.tm.u�'�pC'� ..,._.._,.1.�v�iJ✓....,~._. a...,.._s.,t-.-..,,,......':c� .y'ist�`✓.v'0�•'.•����F`i7RTn�S'`.5°.:.'6'",L�s�.�'� ��di.a t¢i�,.s..t'S���4�ti,. :t•! � Phi .rvaI"MIM' v4s I .h4 , Y wkWte4-0tk v {N [2/8/2017 Poss Architecture&Planning-Richard de Campo] 1.Confirmed. 2.Confirmed Hydroduct does not need to be sloped. 3. See attached drawings. Richard de Campo,2/8/2017 Prolog Manager Printed on: 2/9/2017 FCI PM Data Page I Prumr Date lob Nu 1i • Flo' Attendees — Constructors Inc. /9177-14 'sUFP 7 AriYGL Rein# Description D -alle Responsible ' //CFI---e/6 1 rr 7,i gc;14 SPr i (V + , , , PP 011.PtI Ar � N� , `,,�11Fo ,i ,gi i �� . �• rY / }}titDPgvtUT' Ga(L (ocio I issimallastommai 1%3/41111C/Sill I NCFI Polyurethanes Division of BMC POLYURETHANES P.O.Box 1628 • Mount Alry, NC 27030 800.348,8229 www.NCFLcom TECHNICAL DATA SHEET /M may__ SPRAY FOAM SYSTEM (tt-ass) naearaer,ar DESCRIPTION: InsulStarde is a two component, self-adhering,seamless,closed cell, spray applied polyurethane foam system This NCFI system has bean formulated with highly insulating HFC-245fa as the blowing agent and contains an anti-microbial ingredient to inhibit the growth of molds. The insulStal®insulation system is suitable for application on the exterior or interior side of Type I, II,Ill, IV, &V buildings as well as other insulation applications. It complies with AC 377 and ASTM C1029. InsulStar is certified for application in ABAA projects. DISTINGUISHING CHARACTERISTICS: TYPICAL PHYSICAL PROPERTIES: Free Rise Core Density'' 2.0 cf • High R-Value ASTMo'622 p • Zero ODP Compressive Strength * Moisture Vapor Retarder-Class!!@ 1.3" ASTti 01621 27 psi • High Yields Moisture Vapor • High Closed CM Content Transmission-ASTM E 96 1.3 perm**, • Arc Barrier,AMA Certified t1" Closed Cell Content >90% * Good Dimensional Stability ASTM 05226 • Meets ASTM E-114,FS<25, SD<450 M 4" IR-value 01°-ASTM C 518 6.8 • FEMA Flood Resistance-Class 5 — - - • Water Resistive Bomar(AC71)@ 1' Air Permeance or tnnnchi/ tee 0.000 cfm '®1_57 est ASTM E 283&2178 Erfiltrallon 0.000 dive®1.57 of • Passed NEPA 265 - - + A roved in multila UL Bacterial&Fungal Growth Pp P ASTM G 21 &E 1428 Negligible"' Fire Resistive Assemblies STC - ASTM Efi0 i 31"4 For proper use of this NCFI insulating material OITC- ASTM E90 2444 refer to the NCFI Application information and any Flammability Flame Spread <25 of the following codes or guides. ASTM E-84 N 4 inches Smoke Dev <450 • 2012 International Building Code Chapter 26 - • 2012 International Residential Code iPotential Heat—NEPA2es 1989 Btu/ tin Section R316 and R808 1Max Service Temperature 180°F • ICC-ES Evaluation Report 1615 •IThe above values are average values obtained from laboratory • API Fire Safety Guidelines for Use of Rigid experimems and shaAd serve only as guide enes Polyurethane and Polyisacyanurate Foam -'Free nse core density should not be confused with overall demi- Insulation in Building Construction(AX230) ly. Ovendl densities are always higher than free rise core densities and take into azmrc't akinmat.on,Mx:1mess of application,envi- ronmental condemns,etc. "Ree cage 4 for details "As measured in a 2"x 4'sludwall assembly Polyurethane products menufachred or produced from this liquid system may present a serious fire hazard if improperly used or ailowcd to amain exposed or unprotected The chancier and magnaude of am such hoard yell depend en a broad range of tactor;vduch are camolled and'oflucncad by the mt'laawne and production proces,by the mode of appheaeao or Inmllaaom end by the Aachen mid usage of is paucular product Any flammability rating conies to this ateratore b not intended to reflect hazards presented by this or any Other materiel oder Waal fee covalent Then ramps are used solely to measure and den abe the prodaet'a response to Oat sod flame Ruler ret*loused Laboratory tom at:m.rub pvsun,firm or corporation engaged in ex mat akrnvq pmdo:tmr.app;,anm,S&Iabm Cr use of any polyurethane pmdua should carefully determine whether there is a potential fire hazard emaciated with such product in a specific usage,and utilize ell appropriate preemtmonay end safety measures. InsulStar® Insulation Fact Sheet R-Values* Thickness R-Value Moisture Installation LimitsUons ft2 (inches) I EBN Vapor Perm Limits based on NFPA 286 ) 1" 6.8 1.3 2" 13 0.65 Maximum Thickness m weds a 8• 19 0.43 3.5° 22 0.37 8" 51 0.16 Maximum Thickness in Root Decks or Ceilings Is 12° 12" 77 0.1 *Note:As with all insulating materials,the R-value wil vary with age and use conditions. Test Test Florida Product Approval Property Method Condition Result #9975 for increased wind — resistance when installed to ASTM Infiltration uncle tNcknni the Air E 263 1.57 psf 0.0000 cfm/ft roof deck between the Barrier Certification ASTMExultation 1 md,miaa®a rafters/truss top chords. E 2178 a 1.57 psf 0.0000 efMt1 Plywood decks rated to 190 psf OSB decks rated to 200 psf. AATCC ,pomtnwn... Water 127-- @ 56.5 ft No failure InsulStar® provides the 99 Resistance Secondary Water ASTM E s h thicknessthickness°thickness. 6.24psf 331 No Penetration Resistive Barrier InsulStar®closed cell spray foam system is an approved Air Barrier material per the Air Barrier Association of America (ABAA) and is certified per AC 71 as a Water Resis- tive Material when installed on the exterior side of walls. Exterior wall coverings of this spray foam system may be restricted. Contact NCH for the current approvals. Read This Before You Buy What you should know about R values The chart shows R value of this insulation.R value means resistance to heat flow. The higher the R value,the greater the insulating power. Compare insulation 11 values before you buy. There arc other factors to consider.The amount of insulation you need depends mainly on the climate you live in.Also,your fuel savings from insulation will depend upon the climate,the type and size of your house,the amount of insulation already in your house, and your fuel use patterns and family size.If you buy too much insulation,it will cost you more than what you'll save on fuel.To get the marked 12-value, itis essential that this insulation be installed properly. 2 InsulStar® Application Information STORAGE AND USE OF CHEMICALS: The pipes must not be pressurized dunng the The InsulStar®chemicals should be between foam application. Each foam pass shall not 65°F and 80°F for proper processing through the exceed 2"thick, and a 10 minute cooling/curing spray equipment. Chemicals shipped during time must be allowed between each subsequent winter or summer months may need extra time in pass. The total foam thickness is landed to that moderate temperature storage to stabilize back in thickness permitted in that area of the building the proper application range. Cold chemicals can assembly. cause poor mbcing,pump cavitation or other process problems due to higher viscosity at lower APPLICATION AROUND ELECTRICAL WIRES: temperatures. Storing chemicals above 90°F Based on NCR testing,the InsulStai®system should be avoided as much as possible. can be applied in contact with electrical wires. Excessively warm chemicals should be cooled Spray foam applicators must spray the foam in pnor to opening the drums.Do not store in direct such a manner that the expanding foam does not sunlight. Keep drums tightly closed when not In stretch and distort the wires. Light gauge wires use and under dry air or nitrogen pressure of 2-3 which will be encapsulated in the foam layer psi after they have been opened. The shelf life of should have the foam installed behind the wires InsulStar®is six months and allowed to cool prior to applying a top layer to cover the wire. Use a shallow lift of 3/4'of foam SAFE HANDLING OF LIQUID COMPONENTS: to cover the wire. Wait the required 10 minutes Use caution in removing bungs from the between passes when adding more foam container. Loosen the small bung first to allow thickness to achieve the desired R-value. any built-up vapor pressure to stabilize before completely removing. R component will froth at APPLICATION PASS THICKNESS: elevated temperatures.Avoid prolonged Spraying foam will generate heat Foam which is breathing of vapors. In case of chemical contact applied too thick in single passes can build with eyes,flush with water for at least 15 minutes temperatures which will degrade cell structure and and get medical attention For further information not produce foam with optimum properties. In the refer to www.spraypolyurethene.org,Resources most extreme case,InsulStar®could reach box,°Health and Safety Product Stewardship dangerously high temperatures inside the finished Workbook for High-Pressure Application of SPF". foam which could lead to splitting,charring, or even spontaneous combustion The maximum APPLICATION GUIDELINES: pass thickness for InsulStar®is 2 inches,and a InsulStare is suitable for application to most 10 minute cooling time is required before adding construction materials including wood, masonry, additional foam passes.Multiple layers can be concrete,and metal.Application can be to the applied to reach the desired R-value. exterior or interior side of wall surfaces InsulStar®can be applied to surfaces that will be in contact with soil and intermittent contact with VENTILATION OF SPRAY AREA: water,such as below grade exterior foundation Spraying foam will generate a mist and fumes and basement walls or under concrete slab floors. with a distinct odor For interior applications the To ensure proper adhesion, all substrate surfaces building area must be vented with fresh air to should be dry,dean of dust or flaking surface dissipate the odor. The amount of air flow and rust,ice or frost All metal surfaces must be free time for venting will vary based on each situation. of oil, grease,etc. Uncoated metals may require A dosed attic area may require fans to force air a primer coat. into and out of the space An open building that does not have the doors and windows installed No flammable chemicals,such as wasp and may have sufficient air flow to vent the odor fairly hornet sprays,should be sprayed in the area of quickly. Reentry time for dosed-in areas being the foam application 24 hours before the vented with fans is typically about 24 hours. application. No such chemical can be sprayed Other workers should remain out of the immediate after the foam application until the foam has area during this venting time period. cooled to room temperature APPLICATION AROUND PLASTIC PIPES: Based on a series of extensive studies,the InsulStar®system can be applied in contact with PVC,CPVC,ABS,PP-R and PEX plastic pipes. 3 InsulStar® Application Information EQUIPMENT AND COMPONENT RATIOS: WEATHER PROTECTION OF FINISHED FOAM Itis preferred that this system be processed with ON EXTERIOR APPUCATIONS: Grace Polyurethane Spray Equipment.R-11-016 The finished surface of sprayed polyurethane is connected to the resin pumps with A-11-016 foam should be protected from adverse effects of being connected to the isocyanate pumps.The ultraviolet rays of direct sunlight which can cause proportioning pump ratio is 1 to 1 by volume dusting and discoloration. Protective coatings Greco preheater and hose temperature designed for use with polyurethane foam are should be set at 1306E to give a good pattern. avasable.On exterior applications where a Due to equipment variations,the application masonry veneer or mechanically attached temperature settings may be adjusted to covering is to be installed,the InsulStar®loam achieve a good spray pattern.For higher- surface may be exposed to UV light up to 6 pressure settings above 1,000 psi,temperature months. settings can be slightly lower. OPTIMUM ADHESION TEMPERATURE OF CODE-COMPLIANT FIRE RESISTANCE: Where foam is sprayed over large areas of SURFACE TO BE SPRAYED: building interiors, building codes require the The surface should be between 10°F and 120°F. installation of an approved thermal barrier In this range the warmer the surface,the better between the barn plastic insulation and the the adhesion. NCR has three grades of interior of the building. W gypsum board or other Insulstar®foam for this application range: G- tested and approved material may be installed as series designed for temperatures no tower than a thermal barrier.Refer to specific building codes 50°F,M-series designed for temperatures as low for details. When Fire Resistive Wall Assemblies as 204F and the X-series,when processing must are required,contact NCR Polyurethanes for be conducted down to temperatures as low as specific alternate approvals for InsulBloc19. 10°F. For best results,when surfaces to be sprayed are cooler than 60W, a flash coat should OTHER APPLICATION AND SAFETY be applied with the second coat following as CONSIDERATIONS: soon as the original coat is no longer tacky to the Before insulSta® Is to be appliied, there are touch, many safety and application situations to consider. All spray foam applicators must BACTERIA AND FUNGUS RESISTANCE: evaluate the job prior to beginning the spray InsulStar® is formulated with an ant-microbial foam application. It is impossible to anticipate ingredient to inhibit the growth of bactena and every issue and provide expscd guidance In this fungus (mold). The anti-microbial properties do product data sheet. If there is a question not protect occupants of spaces insulated with regarding some aspect of the planned InsulStar® from potential deleterious effects of application,consult wet NCFI for more guidance. molds, mold spores, or disease organisms that The NCFI Product Stewardship Manual contains may be present in the environment additional information and should be reviewed often enough by all spray foam applicators to VAPOR BARRIER PROTECTION ON COLD remain familiar with the contents The American STORAGE APPLICATIONS: Chemistry Council (ACC), the Center for When InsulStai®is used In structures subject to Polyurethanes Industry (CPI) and the Spray continuous cold temperatures,such as coolers Polyurethane Foam Alliance(SPFA1 also publish and freezers,a Class I moisture vapor barrier information regarding the safe handling and (0.1 perm or less)is normally required on the application of spray foam chemicals 'warm*side of the foam insulation. Contact If there are any questions regarding the NCFI for specific recommendations application of the Insulstar®system, contact an NCFI representative. The mformat,m m our data sheets is to assist customers,n determining whether our product%are suitable for thenapplwMions The customers mut satisfy themselves as to thesuitabhry for specific rases NCH warrants only that the material shall meet its specifications Thu warranty ism heli of el other wrstten or unwn0ce,eaprrssed or smphcd warranties,and Neltl egeady duels=any warranty efmadamabiltty„ Unless to a parnaJar Purpose.or freedom Erma gulag mamgemrne Acaudmaty,buyer assumes all risks whatsoever as to the use of the material Buyer's exclusive remedy as to any brach((warranty,negligence or ogee clam Phan be limited to the purchase pnceofthe maten- ( Failure to mihac strictly to my.ailed pratthus ZMI reaeve Nal of MI Isabtsyswth rasped to Bemateria:or the medereof 4 042415 Grace Drainage Composites HYDRODUCT' COIL 600 Unique dual-profile drainage composite engineered to replace traditional perimeter drain systems Description expensive,imported aggregate drainage layers, Hydroduct Coil 600 consists of a combination pipes and geotextiles low and high profile drainage core,a high parlor- • Geotextile fabric filter—allows ground water mance geotexlile and high strength backing film to pass into the drain core while restricting the The drainage core profile is 0,44 in. (11 mm)at movement of soil particles the top to tie into the drainage composite system • High crashing strength—withstands pressures and I in.(25 mm)on the bottom to provide a from backfillmg and compaction with no loss of high-flow section to transport water to the drain- flow area age exits.The geotextile serves to retain soil while ° Puncture and tear resistant—fabric has high allowing water to pass from the soil to the core strength to prevent damage during installation • It is securely bonded to the core to prevent intra- and operating conditions sion of the fabric into the core during service The backing film ensures compatibility with the Use waterproofing membrane system. Hydroduct Coil600 Perimeter Drain is used in The flow capacity of the low profile sections is place of traditional perimeter aggregate dram tile 17 gals/min/ft(211 2/minim ASTM 114716). systems to provide an effective transport system The flow capacity of the high profile section is so to evacuate water from the drainage composite gals/min/ft(994 L/min/m ASTM[4716) system and sin rounding soil to the drainage exits It is used at the base of foundation walls,retain- Advantages ing walls,bridge abutments,tunnels,around earth • Simple drainage system---collects ground sheltered strictures and under slabs water mound sub-stmctutes and transports to Installation drainage exits • flow capacity—drains AO gals/min/ft �H , (994 Umm,/m) 46, • Durable—unaffected by permanent framer- Hydmdun220 mon in water,hectare,dilute acids,alkalis and , e• " hydmcmbovs BiNlnene•memarane • Economical—fight weight,easy to use,replaces p Product Advantages °R. • 1. HMroducl Coil 6A] •� • Simple drainage system . PCPrufY • High flow capacit • • y ,Pr /• 11÷: li hat re /: • DurableEntuth Prepcure 1 p • Economical < 4 • Geotextile fabric filter e � • High crushing strength Foot ng a 4. '.r.:& .fNene Liquid Membrane cs in 12amm)minimum • Puncture and tear resistant Drawings are for illustration purposes only Please refer to sicca va uio,corn for specific aplAmason aeras. The first row of drain to be installed is the the cute with the flange should hew the top.This Hydroduct Coil 600 at the bottom of the wall flange position,similar to roof shingle applications, If not using Hydroduct 220 for full wall coverage, mhmmrzes seepage of water behind the dram.Fold close the top end of the drain to prevent soil intro- back the fabric at the top of the Hydroduct Coil Bron by folding the fabric behind the dram.Close 600 and place the Hydroduct 220 on top of the the high profile section with 3 in.t75 mm)under- Hydroduct Cod 600 cele flange Fold fabric from ground tape(see Figure 1), sheet drain section down over the Hydroduct('oil Attach the next roll of Hydroduct Coil 600 dao 600 section and secure with 3 in.(75 mm)tape. by cutting one row of low profile dimples from Attaching the Next Roll of Hydroduct 220 each end of the two sections to be joined.Do not Fold back edge of fabric on lower(or downstream) cut fabric.interlock one row of the high profile drain.Do not detach from dimples.Place cones of I section and secure connection Overlap tabor and upper(upstream)dram over flange of lower drain apply 3 i:.(75 mm)wide underground tape from Overlap fabric of trivet dram oxer lower dram. the top to the bottom of the joint to prevent soil Seal seam with 3 in.(75 mm)tape intrusion(see Figure 2). Overlap fabric in direction of water now.the tape Going Around Corners 01 spray adhesive,if necessary,to keep fabric at Bend drain to make inside corners.For outside joint in place prior to backfillmg.All edges of drain comers,cut the low profile core flush with corner should have extra fabric tucked behind core edge and tape edges.Slit fabric on high profile section, to prevent soil from entering core(see Figure 4), bend around corner,and place corner guard with Sealing Edges fabric over slit of high profile drain. Secure with All edges of drain should have exma fabric underground tape(see Figure 3) lucked behind core edge seal to prevent soil born Vertical Wall entering mire. When the Hydroduet 220 is installed,the flange Backfilling should be facing the direction opposite of the Soil should be placed and compacted duectly Hydroduct Coil 600 watm flow When the against the drain.Use care during backfill opera. Hydrodcet 220 is installed horizontally,the edge of tion to avoid damage to the waterproofing system. Follow generally accepted practices for backfilh Figura I Figme 2 Slab 4 "e Q .: Hylmduct 4 CW 6W 00000 00000 Hydroduct220 ne 000000 00000. BXUNanq 000000 00000• 4 P.ap..p O0nce coots•. d ] 0000 00^..e - tyNrodu Poepmk 000000 o0',aOCO Cui000 Concrete ° Waterproofing I-- d eOGOb 0)p000 low pnMle wall a' 1 00uo0o 000000 w t 00.300 00000 Elm� a gi 000C••0000 Hydroduct a 000( • • 0000 Cott coo a I —Hydwdun .Y 0000 s. 0000 stealdah pp a tl ° : C 1a90 I(J•0,in(( • hlghpromo 4 a - Madan pint leers> a a Pppang o.edealehns tare Can Figure 3 wane Figured Value Goner Wall y� S Ottertert core anti\ �'w 4 W rabrlo p 229 H dmdud Sdihrechlegleonvi jI • 1. os water. 1 Hytlmdun flow titch prome Hexa:+ Yydrotlup fou sue HydIaduct coif 600 Cot sea earner CaueN j 4 In(100mmlangIwi fabric _ Universal"Outlet 1 , f , a Placa end outlet over Fold fabric around Secure Step llll edges with Inserl3 4 n.(100 mm) bottom caner of exposed edge of core 31n (75 rani tape to roe into end of outlet and H}droduct Coil 600 and tape with prevent soil intrusion. secure connection with with fabric up 3 in.(75 mm) 3 In,(75 mm)tape. underground tape Connector Tee -, y, y ?. ' 1 :I. i v 11fi1 F ps.wl - Yr -Cr. 60 Step/ Step 2 Step 3 Step 4 Use a razor Imre and eels Insert Mime over notch Makesumgl edges of filing 6isertplpeinte ftthg and r notch in he bottom portion of and tape bottom of the are coanrea with tape secure with tape the Hydraduct Coil 000 Hydroduct Coil 600 approximately 9 In.75 mm)wide of tin bottom aril 4 m.:IOC mm) high and discard. Supply Hydroduct Coil 600 Roll size 2 ft 50 ft(0.6 mx 15.2 m)roll Packaging 8 rolls/pallet Weight 28 lbs(12.7 kgyroll Ancillary Products - Outlet Pipe Connector 12/box Connector Tee 12/box Comer Guard 12/box Preprufe Detail Tape 2 in.x 50 ft(50 mm x 15 m)rolls Physical Properties Property Typical Value Test Method Drainage Core T Polymer High impact polystyrene - Thickness 0.44-1.0 in.(11-25.4 mm)nominal ASTM C366 method B Compressive strength 9,000 Ibs/62(431 kPa) ASTM Dl621 Flow rate(gradient 1.0,load 172 kPa) 17-80 gal/min.Ht(211-994 L/minim) ASTM D4716 Geotezdle Type Nonwoven Polymer PGNpropylene - Tensile strength 115 lbs(512 N) ASTM D4632 Apparent opening size 70 U S.sieve(.21 mm) ASTM 124751 Permittivity flow rate 150 gal/min/IP(6113 L/min./m%) ASTM 04491 CBR puncture 320 lbs(1.41 kN) . ASTM 06241 ing and compaction.Backbit should be added and For Horizontal Plazas compacted m 6 m.to 12 m.(150 mm to 300 mm) Place drain with fabric side up Cut core and fabric lifts to avoid stresses on the waterproofing system to fit tightly around floor drain Direct compactor exhaust away from the drain to Installation Under Slabs prevent damage.Backfill to a minimum of 6 in. For under floor slab installation,position Hydrod- (150 mm)above drain to allow for coverage uct Coil 600 sheet drain as shown with geotextile after settlement. to soil side(see Figure 5). Figures Safety, Storage and Handling arocoror li�j Information Proper a Rapala ; All construcnanproducesmustbehandledprop- HydroductCull arty.Material SafetyDataSheets(MSDS)ale Prepode \ available at graceconstm ction coin and users for High should acquaint themselves with this information. praise profile I Carefully read detailed precaution statements on Hydro-duct 660 product labels and the MSDS before use NMI Slab Rating www.graceconstruction.com For technical assistance call toll free at 866•3333SBM(3726) aituthene.Preprufe end Hydroduct am registered trademarks or W.R Grace&Co-Conn We hope Me Womiaton lore will be helpNi Itis based on data end knowledge considered to be true and accurate an Is offered for the wen'melderebon,investigation end verification.but we do not warrant the results to be obtaned Please read all statements,recommendations or soggesllaw In canjmaon cam our conditions of sale.which apply to all grads sapp'ied by us.No statement.recommendation orsuggeebon is Intended for any use which xwld Infringe any palanl OT copynght Brace&Co.-Conn..62WM1Rd Avenue,Cambridge, A 021 L In Canada,Ous Canso/tine.,294 Clement,Road esuMax,Ontario.Canada a 0 a 015 3Ga. 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R14441.1.1.11. 1' P flOW NM 8'(RICK .. a' :a �...•.^ e" MN CONCICE SD .MIN , CONCRETE WITT LIFTING I4 STNITill ACCESS OLER TCII 12._15, •' �..0J A 'STEEL PERFORATED r0' Ian) 8' �� 11111/4 � r imrPPE COVERED IN MIR I t 1.3 INTRO SOCK SF O O C SCREEN t' MW ACT'W — 0 0 0 a WAS SCREENED PERS� REA::: 0 0 0 _. = PERIMETER — 0 0 o O � . /.`OUXEIER AERO FIOLS$ al . 81111 " IIFil1 11:a9i1i =1=11^I{=i r. i1 -11=it,:6—Ii. . .11-11=IL=1=11=If.=.=R=11.=11t2R=1111=11#11=1 ..I 11171 =11. .10.116160 SOIL 7..1N—VMIR. 4' *T5T+5i1*`9' NOTES. I. NOT TO !ME 2. CRtWE SS LBGIED W VEMIGAM MEAS 5MU. 8E In-20 LOAD M10. 3. VOUME WITHIN DRAWL VOID SPACE 1$ MPUOMIE TO WQCV MD DEaW110N LIP TO 24' ROM ORYWFJL 4. RBST MO*MEI PIPES SBOIAA OMR ORVWEIA ' WAY FROM ORMWW. STEPS Figure 8.69 Typical WQCV Dry Well Chapter 8-Water Quality 8-119 Rev 11/2014 FI COR-038 Constructors,Inc. Detailed,Gnxiped by Each Number(sof OwnerApproval} PNkle County shah&Mmin Pealed* 1045-059 PCI Constructors,Inc.`GJ 530E Nan Shen,Repay CO 818'1 Tel, 970-2557.0441 Fax 9M257-0449 `p'q Cd.*,99. 7.2:1-:7".I;1.''�iid.":.�..t�y , i ,1 ,.-4 it Brt,VRS'.'rlx L..'.;15 "m8w: : Sithiw-'x{,`E.,,T.: _-..,:�F: Change Order Requeec Batsman-Gerbae CO for 3/28/17,82M COB,Peak Mtabm CO de*RFI-128 e5vpi .'.1:.. ''� ` .,... . _.. .v.. .,, < . .. ,�..n^...2 .•c .. .u,.,._ .5 ., ",cA:t<:,� _tai: "'z 11Jn fF9."%a:X16 s.. ... . :n: ., - :.. Thle change order b brag bsaad to fund costs assxaleetwet&sodas to the foundation walla indicated VI RFI-128,The elevation of tee foster Bldg %Mire G and gridhMe 1 was towered W allow Ina plumbing to pass between the ebb and b:b N kldcated hr RR-128 Cost incetles^e'Owned items Eerpwmk 121111 .All labor and ria al to excavate to the new twang eleveuon at gridline G 81 as mdWaed In RFI.128 -Ai labor,ma enol and equrpmsnt to backfill beck and compact back up to the slab eMwbon per charges In RFI-128 Concrete 94,561 -MI labor and material to Inasame addition concrete at tee foundation wall akng addling and 1 per Bre Motor bang Iowans'asindiratedm RFF12a All labor end materled to metalline additional reberreinforcement per changes In RFI-125 Frm%and Waal 1432 -AI labor end materiel requli oto Rare a Nraut wall along south wail of Elevator Lathe 013bmnxal Me sanitary waste end Stan plpm9 aathe transition between the baldinge as indk'ated in RFI-128 Location of be wall to befield Iccated post plumbing Install Itemized Details; Stutemen-GBrbae,Inc $2.809W Doscnpton of V.rk SM5MAN-CERBA2:NI Tabor and maternal required to excavate and back9It per Wader elevation changes indicated m RA-128 Mebane the egbwbre Pews. -Al labor and material to excavate td the new footing elevation atentree 0 81 as i dirated In RFI-128 M tebd matelot and eeolpmad to beetle bade ane Compact back up W the slob elevation per Manges In RFL128 SpM eons codon Company.Ina34.5810C Description a Work' S2M Ali materia NM labor requlrgel to to addN concrete end reinforcement lndlreWd atone foundation wall Manges per RA-128 Including deb"daf'g dame. -M labor and material to Instep the addition concrete at the foundation wag along gndine(3 and 1 per the footer belrg towered as udlroted m RFL128. -M labor and material to instal the addmonel rear remformment per Merges m RF1-128 Peak Interpre,Inc. $43200 Desaiptoa M Vont PEAK INTERIORS:Al labor and maternd mgwted b treme dxMpd wap up2atedc RFI.t28 Mebane ne W blowing items -M labor and material moused Wfnmse trout wall along south watl of Elevator Lobby 813 to weasel to sanitary waste and e rnppsg este t2'elicce be e t Meetas%+rtcaS In RFS 1211 LOcegbn of the wet to bo fate located past Meeting Stell. FGIConstructors,Inc yGJ _.. __ _5000 This prodoeal lnoludes wak clearly Itemized herein and attached eubcangacter quotes Stolle davary of maWalt'Pasted by Cts c anQe daay the week.pmts adamLan ard Gema Cord'dma cmtroghlt a2+Nerved The debt es cumulative Impact oasts b res rved This proposal la good for seven days hum date of Issuance MOOD MW' Printed on- +fJTYlet) FCI PM Data Pap1 li COR Rapbft eDotaied,Grouped by Each Nberha/Owner Apptoaab �FCI um a. Dasrnplan of ork Builders Rha Insurance FCI C reauct ra tic-Ge _ ._ $28 D0 Descnplon°Mixt. Gamer*Ilea*Insurance act Caweucaxa,Inc,-GJ _ .__ 50300 Deaaplan of York. Payments Performance Bond FCI CenaWrAore Inc-W _ _ _ .� 808900_ Description of latch hee Requested Days: 0 To 1 sa0e:$7,457.00 ownfrooproost DM.. /-27"17 II PPsfog Moaner Printed an 41272017 FCt PM Dura Paget STUTSMAN-GERBAZ EARTHMOVING 30376 Highway 82 Snowmass, Colorado 81654 Proposal for RFI-128 3/28/17 FCI Constructors,Inc. Pitkin County Sheriff&Admin.Building Bid Breakdown Qty Unit Cost Unit Xtd Cost Comment Hauled Off Site .25 Day Duration Excavation-To lower tooting 23 CY 320 05 hrs § $ 180.00 p/hr $ 90.00 Labor 1 hr @ $ 50.00 p/hr $ 5000 Track loader 0.5 hrs § $ 175.00 p/hr $ 87.50 Trackhoe 308 0.5 hrs @ $ 150 00 p/hr $ 75 00 I Trucks 0 hrs § $ 95.00 p/hr $ - Haul to alternate fill site Trucks 4 hrs (d3 $ 95 CO p/hr $ 380 00 Superrision/layout 0.5 hrs © $ 100.00 p/hr $ 50.00 Other Excess Spoils 2 Ids 0 $ 33.00 plload $ 66.00 Dump tees 0 tons ® $ 12.83 pan $ Trash tees 0 tons $ 85.50 pan $ - Misc. 0 Is © $ 500.00 p/Is $ - Total $ 798-50 Underground Parking Garage interior Backfill due to lowering tooting .25 Day Duration 303 0 hrs © $ 125.00 Or $ - 320 0 hrs $ 180.00 parr $ - Set In Equip and 314 Rock T Skid 1.5 hrs @ $ 120.00 pita $ 180.00 Trucks 4 hrs @ $ 95.00 parr $ 380.00 Deliver 3/4"rock Plate CC 0.25 days @ $ 115.00 pld $ 28.75 WBehnd CC 0 days 80 $ 800.00 pid $ - Labor 4.5 hrs ® $ 50 00 p/hr $ 225 00 Supervision/Total Staff 0.5 hrs © $ 10.0 pthr $ 50.00 Materials 3/4"SR 25 tons @ $ 13.75 pan $ 343.75 Int Backfill 3/4"SR 0 tons L>$ $ 13.75 win $ - Slab Prep Total $ 1,207.50 Grand Total $ 2,06.00 II PZM Construction 1Co.,Inc. P.G.sex d78 PROPOSAL Glenwood Springs,C081602 CHANGE ORDER s2mconshm uction, m Phone:970-945-1174 Fax:970-945.0800 Construction Co,Inc. To: • Change Order:CO8 ASnentPltkin County Sheriff and Admin Faculty 16089 Job Number.208083798 Date:3/16/2017 Elevation Change At Grid Line G Adding 2'X12"Wall Height Per RFT-128 RFI-128 Elevation Change Grid Line G Adding 2'x 12"Wall Height Rebrence'- DesWptbn' ..' .. ' - ' Unit Price; • Extended Prrod, CO8 Elevation Change at Grid G Footing Extend Wall Height 2'RFS-128 81 Elevation Change at Grid Line 6 3 CY 1,365.00 4,095.00 Adding Wall Height 21xi2"- 171-1128 Black Rebar-RFl-128 82 &ack Rebar-RFI-128 328 L8 1.42 465.76 Proposal Total: 4,560.781 Accepted by:. Title. Date: Page 1 147 Airport Dr.,#2R A ���-����CCCC�J���JJ'J��i!!lIMMMM{{{{CCCC\\\\inc. eakmt@gmag.Wm T'.970.5245060Gypsum,CO137 ,:/tt tP7t(7'Ifi, X7 '+wwipoakinteriorstnc.com P9705243061 Change Order Request 009 Date: March 17,2017 Pians dated: November 11,2016 Construction Documents Proposal to: Ki Constructors Inc. Project Pitkin County Sheriff&Admin Brady Blackmer 530 E Main St Email: Bbiackmerefciotcom Aspen,CO 81611 Phone. (970)434.9093 Contact. Randy Reiter,pegk,inteomail.com John 8riney, johnifeestimatinadepartment Con( WE PROPOSE:To furnish labor&materials to complete the following changes to the contract scope of work: RFI#128 (2.18.17)Fur out wall to conceal pipes 092116 To build a WI-9 fur out wall with a level 4 finish in Elevator Lobby 013 Material _ $124.00 Labor _ $252.00 15% t 556.40 Markup I _ TOTAL 11 $432 Total:$432.00 • EXCLUSIONS:Sales Tax.Expansion Joints between existing and new Painting/touch up of fiber cement bawd,Dens deck or densglass adjacent to roofing. Acoustical Sound Dampening Wall and Ceiling Board Insulation. Demolition. Regtets Work in attic or crawl spaces. Drywall in Mechanical or fireplace chases,Extra wires or supports for other trades,Temporary Protection and Temporary Partitions,Wood Frothing, Blocking, Dumpsters,Bonds,Permits and Building Fees,Installation or Materials for Access Panels,Fire Caulking of Other Trades Penetrations. Installation of Doors or Frames Hoisting of materials. NOTES: • All utilities and dumpsters to be furnished by General Contractor. • Includes Layout of framing and ceilings • Based on a 40 Hour work week. Excludes shift work or premium time • Based on dear access for delivery and stocking of materials. We appreciate your business... Acceptance- Date: FRequest for Information 128 Constructors.Inc. Detailed,RFIs Grouped by RFI Number Plgln County Sheriff&Admit, Project* 1045-059 FCIConstructers.Inc. GJ 530 E Man Street.Aspen,CO 81611 TeL 970-257-6441 Fax: 970-257-6449 3; '?-'., .^;`I Pose Ardtitecbre&Planning FCI Consbudors.Inc -GJ Michael McLain P.O.Box 1767 Grand Junction,CO 81502 FOoRgeliditb4ilt;:-'t_,`.';S :iitindtfi Underground Piping vs.Structural Footings StructuralAmhltedural Clarifications _.':CohIW90S.Mh^.x':aze:et:). . ..7i.'i.a41,?rh+Id4Ne�.,fa ., v PC Constructors Inc -GJ Bmdy Blacks fly' 1 FCI Constructors,Inc -GJ Brian Young F I Constructed Inc.-GJ Midmel McLain i FCI Constructors,Inc.-GJ Travis Rohl 1 ntegrated Cons,ucton Solutions Dave Det4ler 1 Poss Architecture&Manning Joseph Edward 1 PossAitlMedure&Planning Richard de Campo 1 Pass Architecture 8 Planning Rob Rolle 1 Vertical Ads Chandler Deimund 1 54�n.:e.,'s_ "^,;t;xr' .;s) _ u :i,r`t't�n';. +.r W&?Citf,. .7;. .':'. ^:�:.` ,`.`..-.ax,'.�.5'1...�u�'� ;"�. .-t��:sr�.,,'.:i2',�i?:�'.Y:tiY �fi(?us.:r^' .a Refer to sherd SWIM P200N and P2005 1 Sheet P200N shows an 8"drain running underground along gridline G An 8"storm,3"vent and a r atom drain are shown to run through the slab and conned to the 8"underground storm.As shown in the attached BIM snapshot the 8" storm would con through the foundation looting Per conversations between EC,Poss and Studio Mn,the bottom bong along gndrme{;end ghdlne 1 Is to be lowered to the elevation of 80-0",This re to allow enough space for the vertical storm drains tine vend pipe to stay close to the foundation wall along gndllne G(above the dab).and then tnnabon nest of the footing below Slab as shown In the attached sketch Please ardent and revise sheet 5101N to indreote the step m the tooting at this Mallon 2.Sheet P200N shows a t'underground waste hie coming up through the garage stab intersection of orb Aloes S&L As currently shown Ids 4"waste line would run through the column footing Per conversations between FCI.Pass and Studio M'L the 4"waste piping at this location is to be shifted south to gdd4ine 6 out of the fool print of the column footing.Per conversation between Poss and Studio NYL lois rwaste pipe nun through the foundation looting through a sleet pipe sleeve This is to allow the 4"waste Erie to stay tight to the foundation wag,out of the way of the drive path in the garage Please germ Sas Is acceptable per these conversations,Please indicate anyaddional structural reinforcement above ground pipe protection required in the response to this RFI. 3 Sneer P2COS shows a 6'storm and a 4 underground waste Paredbn from the accord g Plaza bulldog to the north addition Those Storm and waste Fries are shown to conned tothe new underground piping under garage slab of the addition In Elevator Lobby 013.The slab at the addition is at 55'4r and the slab at ousting Plaza bulldmg Is at 90'-0'.As II is evne^Fy shwmthe6'storm and 4"waste woub travel vertically through tie slab and tounlatbn wail rooting at andante Pi.to make up the elevation difference between the Sating and addition A note on P2008 calls out a deanout at the Prologs/wager PlmNd on 3r1312017 FCI PM Data Pagel Request for Information 128 .IFC I Detailed.RFIs Grouped by RFI Number vertical transition section In Garage 013.The&'storm and 4''drain pipe would need to sit proud of the south foundation wall(approx 14-16"]In order to make the ge degree transiion from the horizontal penetrations in the foundation wall to the vertical penetration thm the slablfooter.Please clarify Hit acceptable for the these pipes to travel through the foundation wall footing as indicated in question t2. Please clarify if these pipes to be to be exposed in Elevator Lobby or if fur out wall is to be built around the piping in Elevator Lobby 013 Provide sbuclual and architectural details as needed 13113/2017 Pass Architecture&Planning-Richard de Campo] 1 The fooling elevation has been revised along Grid G Please see attached revisions. 2 The footing penetration at Grid L/6 is acceptable Reinforce per FN-26. Please see attached revisions- 3 The footng penetrations at Elevator Lobby 013 am acceptable. Provide a nunimum spacing of 1•-0'between penetrations. Reinforce per FN-26 Please see attached revisions A 3 5/8'fur out wall Is to be Installed at this location to conceal the plumbing piping Richard de Campo.3/13/2017 lei Prolog Meager Printed an &13201] FG PM Data Page 2 1'1 I I 1 i I I � � �1 1� - P III ti ? ;; 9 I Silk I _ 'z t fa a '.`.� a 3:s;d'o-" R li Iia ill ? Iia' s a Ha a i !1¢a, (, I [ Ir111 ( 1 . I 14 4 ialpi gyp. 1 1 1 1 p Via. t, ,I Ip`iii li 19yp1111 II'li °IIs. x1 I ` F, 4 I ' EptS{ b 1p ; 11 "'II•Ft"R hxe. a� I' tgSJl' �[LayB�� P iA F��i Ips . .,u f a ,.... .- . . [ 1 ''). e 1 r~� 11 =a it' 1 I 1 I' ;c i t I r'91 r` , iitl o f Ma. ri q j��_ a (7\;,10, 01, 1o,>1 r. `e I. ry ' - -'-=' - -i -_ -7h �x_. ' - x, a - _ ,00,! eIelO p a` ip ,r„- . � LF - HLI I � 1 ' ,. o It! ;iI_ 1,IF' - - — ---— r; e-Ti.,.-.,rtr- ; H -i_ �.L.I-..1-ta _, _; ;rl - :I- 1,I . 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T1 . t it ppp i _ 4.2 5 s FT 1 <\ i I` - �$ 1 ii I j -- -- _ G-Ll - 1 — — -1 r .40. 1q-t,-/I \- r II 1 ,- - ill - A �,�- --'j _ II 11 'i' 3 r ` a{ H N/ I 1 tot k' __al N ,,,, I Bel41S• �. Z � _ �s IL I: elen .- I /gyp _‘( ,,, ,y '�, p �� t 0 /;)' AY /T \,,ice_i.!, , �c� .'� 7 // / • > I,\ ),.r�i— j �' fit_ j k‘. (- 9 _rK 11\ `4 0 /i' \ Ili_ 9 4 kr1 9 t' / e , I \ �� i i\, , ,� s / • ��‘,Ar p / — / a ' ,, III . 1 11 w i7!!e 11, i lb ri iEi i33??33; o IliI;I? f ��: i{ �4 a y 1lAi I i� h v 'C."-\L ‘` \ \:' t. ;/ / \ / t �; ac F -AWOL �> rA V ei, ��/, tilikleilkAI- r' /NA, A 1 a V13�uY 5is-\ F r —'9 9MY� P i ' m v�:a i 'Y:_ /laic 1 ; ' / \ { RS ` •`a � r �\ //vi t • Fj C I COR-039 I ConstTACtors.IAC. Detailed,Grouped by Each Number(w/Owner Approval) Pitkin County Sheriff&Admin Project* 10-15459 PCI Constructors,Inc.-GJ 530 E Main Street.Aspen,0081511 Telt 970-257-0441 Fax 970-257-E449 ' +}s:.� -PW .. .r,µyi.� •:€"a^!'_:•A:`FS.`4v-QN :i .,-c.. ,..+rs�kS�Y.;...: _ -n -..�,:= ,l�v., •. � .zesrva<.-.,-.•r>_ . m,-:.::.. 4...; ;'.'.':&,J,_ev7r_.,-,;'"_�:<.,. , r�, �,..i>a:.... . :.- Change ender Request attached TEM pricing from Stuleman-Geibaz and .,cREA OstenIS✓.`4a:u,.»aei:,: .i' ' ,..:+: '=:4'ib;_ .... _ pnc-IrCh-:::5.i kr`s.".. ,,...e.4:evrn".',',c'!hyrim 4,h) :°a,7dti�w'?'.k .a '-..^:'�z•.:t'1 'i This COR developed for additional costs associated with new conduit wont for plarned'e-routing of Abor for the protect as directedby Dave Dem*. Mk'wce*waa completed one emend nwedatbasis eaujgh 3d3lt17.Please also note that this is simply the conduitwmnt that has been completed to date It Is anticipated that additioneiwork vAU be needed to complete the re-routing&fiber M the west side of the lal,however the extent of DVS remaining work has not yet Peen defined.Costs included In this COR are for 1,)Stunman-Gebaz work to excavate and Instal catduria out of the vault located in the temp sally port dove end route*Mese new condulta to the north to get them ad of the drive to allow temp sally port to be Ndhed as needed.Costs also Include backfiling and repairing thla drive as well as placing recycled mete over the eke.Wok completed between 3$01?and 3116'17. 2.)REA Electric work to route conduits through the kill building Work completed between 3115/17 and 3/31111 Itemized DehIM; ,0k7:71 ,got-."21.�.,•�*0*.E.".F,."."I..,',?y.c Y.i;z':`' �P.i'z;`:.i '`':i>:� 3 ike-ati f.. , _. .. � .,.a>"'ad='�' '"Fi:,.rPre '(. ..Un' p.t-...,3.e.i^3 aT . -' S1' -,. .w. .. Stulaman-Gefaz,Inc. $12,171.00 Description of Work. All work completed to date for conduit mate and rerouting at the west side of the rad for fiber optic lines for the project This vroA was camp'.eted o^,a ams ad material bests.5 is mx;terated t ataddffiond work war beneeded to complete tNs re-mJte,but that wont Is on hold unit!further direction can be pavided.Addtionayseparate Change ceders will be Issued for that remaining work as needed. REA Erdemdses _ 513,10400 Desanplion of Wok All work completed to date le -m r condut install and reubn9 Mthin the jail Mr fiber optic lines kr the project.This work was completed on a lime and material basis.It Is ang*lpated that additional work me be needed to completethis wrote..but anal oak son hold until further drecbon can be provided.Additionableparatecnange orders will be issued Reevet remaining work as needed. FCI Constructors,Inc -GJ 530E0 Description of Wok Builders Risk insurance- — — - FCI Consouctora Inc.-GJ3101.00 Descnption of Wok General Uaby hrs Thura ore POI Constructors -GJ 311830 Descdp of rtdc PsymeM E Performer.Pond Fel Consbuctaa,Ina_GJ 51,404.00 Desoat4onofWck. Fee INS proposal incudes work clearly Itemized herein and attached sub-connector quotes Should degvwy afineedai9 effected byttis chargee ddey Me wed,bene extension and Genesi Conditions oat rights are eller The right to cumulative Impact costs Is reserved This proposal Is good for seven claysfrom date of Issuance Pmtog Manager Printed on' 5/2212017 lei pm data Pagel I I • r c 1 COR-039 i 1 Constructors. Detailed,Grouped by Each Number(w/owner Approval) Requested Days: 0 Total Change:$28,929.00 Owner Approvsi:,, y Oats: '.Z7,if7 II • MN proposal Includes work clearly Itemized herein and attached subcontractor quotes SWIM delivery of meted&Oersted by We change delay the wrack,Sine e1ension and General Condaons coat rights am reserved The right to cumulative Impact owls Is resented This proposal Is good for seven days from date of Issuance prolagManager Punted on. 622/2017 MI pm data � �` Page 1 I STUTSMAN-GERBAZ EARTHMOVING 30378 Highway 82 Snowmass, Colorado 81654 March Additional work 3,30/17 PCI Constructors,Inc. Pitkin County Sheriff&Admin Bldg Work to Install West side condul$s out of Sally Port toward North to relocate lines that run across parking lot to 3130/17 3/9/17 Trackhce 314 3.5 hrs @ $ 180.00 per hour. $ 560.00 Excavate for conduits Trackhoo303 2.5 lira(0 5 125.00 per hour $ 312.50 Excavate for conduits Wheel loader 908 5 hrsW $ 130.00 per hour. $ 650.00 Transport fill Labor 16 hrs @ $ 50.00 per tour. $ 800.00 Excavate for corlduts Supervision 1 hrW $ 100.00 per hour $ 10000 3/10/17 Trackhoe 314 7 hrs @ $ 160.00 per hour_ $ 1,120.00 Excavate for conduits labor 22 firs@ $ 50.00 per hour. $ 1.075.00 Excavate for conduits .IJ compactor 0.5 day(0 $ 115,00 per day. $ 57.50 OW1y Transport 1 hr $ 90.00 per hour. $ 90.00 Deliver oonowts 4"conduit 144 8( $ 2.11 per If. $ 303.84 Water stop cement 1 bucket© $ 51.69 each. 5 51.89 Truck 6 firs @ $ 95.00 per hour $ 475.00 Haul off 1 fill deliver 2 loads 3/4"road base Truck driver labor 3 hrs @ $ 50.00 per hour. $ 150.00 314"road base 29 tons+/?? $ 17.03 per ton. $ 489.78 Supervision 1 hr© $ 100.00 per hour. $ 100.00 3/13/17 Line locator 3 hrs W $ 89.00 per hour. $ 240.00 Locate lines in Sally Port 3/14/16 Trac khoe 303 8 Mrs @ $ 125.00 per hour. $ 1,000.00 Ex at MH vault to re-install conduits Labor 19 Me© $ 5000 per hour. $ 925.00 Ex at MH vault to reinstall conduits Supervision 1 M @ $ 100.00 per hour. $ 100.00 3/15/18 Trackhoe 314 3.5 hrs© $ 160 00 per hour. $ 560 00 Back88 vault&grade driveway Wheel loader 908 1.5 hrs 0$ $ 130.00 per how. $ 195.00 Backfill vault&grade driveway Labor 4 lire @ $ 50.00 per hour. $ 200.00 Back88 vault&grade driveway JJ compactor 0.3 day @y $ 115.00 per day. $ 28.75 Wheel loader 908 2 hrs @ $ 130.00 per hour. $ 257.00 Grading 8 cleanup Labor 4 hrs @ $ 50.00 per hour $ 200.00 Grading&cleanup li Plate compactor 0.3 day @ $ 116.00 per day. $ 28.75 Grading&cleanup Supervision 1 hr $ 100.00 per hour. $ 100.00 3/16/17 Tmddne 308 4.5 hrs @ $ 150 00 per hour. $ 675 00 Grade road edges&recycled asphalt Wheel loader 908 2 hrs@ $ 130.00 per hour. $ 260.00 Labor 14 hrs $ 50.00 per hour. $ 67500 Plate compactor 0.3 day @ $ 115.00 per day. $ 28.75 Truk 1 hr @ $ 95.00 per hour. $ 95.00 Defiver 12 load of Recycled asphalt Recycled asphalt 9.7 tons @ $ 17 03 per ton. $ 164.51 Supervision 1 hr© $ 100.00 per hour. $ 100.00 $ 12,171.07 ,r;: - 5317 CR 154STE201 7-'11111%4ky.�`' OknwoodSp7y-CO 81601 970.9436500 Fax 970-945-0500 tNTERPRIS ES OF CAW]MALE..INC CHANGE ORDER Page 1 of 1 F C I CONTRUCTORS,INC. Invoke#: 93100 P.O.Box 1797 Invoke Data: 3/2312817 Grand Junction,C081502-1767 Due Date: 3/23/2017 Customer ID:FCICONSTR Contact Chadd Nelson Job: PCSA-JAIL CENTURY LINK/COMCAST RW Phone#: (970)434-9093 Job#:93100 Fax#: (970)434-7583 Work Ordered: JAL CENTURY LINK f COMCAST RACEWAYS Work Performed: 3/15/17 WALK WITH BRIAN AND DAVE ON ROUTING OF CONDUITS 3122/17 WALK WITH JEREMY AND JODY ON ROUTING OF CONDUITS THIS WORK IS INCOMPLETE AT THIS TIME-A SEPARATE CHANGE ORDER WILL 8E SENT AT A LATER DATE Item Description _ rHy /Mea Total L168 - JOURNEYMAN $75 : .'2.00 _ 75.00 H ' . 150!60, Terms:DUE UPON RECEIPT-WE ACCEPT VISA&MASTERCARD 1.5%FINANCE CHARGE ON ACCOUNTS 30 DAYS PAST DUE R&A T&M tickets total: $13,103.61 Customer Copy �rr•a:`, `.:' 3317CR 154511201 Obsrte. L, `4•:. d Sins.CO 81i 970-945450 Fes 970-945-0500 ENTERPRISES Or°AHOONOAI , INC CHANGE ORDER Page 1 of 1 F C I CONTRUCTORS,INC. Involce#: 93174 P.O.Box 1787 Invoke Date: 312872017 Grand Junction,CO 81502-1787 Due Date: 3128/2017 Customer ID:FCICONSTR Contact Chadd Nelson Job: PCSA•Jail LV Conduits CL/Comcast Phone#: (970)434-9093 Job#:93174 Fax St (970)4347583 Work Ordered: JAIL(ADDITIONAL WORK)LOW VOLT CONDUITS CENTURY LINKtCOMCAST Work Performed: 3/28/17 SHOT PINS FOR SUPPORT HANGERS/INSTALLED 4"CONDUIT!HAULED MATERIAL TOJOB SITE AND UNLOADED Item_ Description City Price Total - _ '.12,00-- 2.i'92:38'E . • _ . 14832 7101 4"PVC-4045 ELBOW 1.2.00 13.49 E 161.88 1982 - _ 4•.PVC.PPrdale�AdP1 1102 4*PVC END CAP - 600 1127 E 67.62 - 7600:.;;.' :.:_123:F . ' 7323 -' 1/4"PITBYATEM. 3OO Chigoe!. .:'--': . -_ .':86:00 T103 174"PITOSTEM.ROD CPLD - 1bo.00 025 E 25.00 7323 .. 'n,i1400:T11reeded.('iad'(Per19ot) 1009 4'EMT 350.00 5.81 F 2,03150 T104 4 EMT STRUT STRAPS 40Oo 147 E- 58.80 -- '..-:.4000- ..:`37a5' E ` . . - 14180;00 1105 GOND LINK SEAL 3.00 132.84 E 39852 ' 191$ ._d'z'12r.5,41ugm NIpp4e;,_-;p- :, -'_ .:.,.-I$d- `$1,12-:E:: -- ;. =931 , 36 1189 4'PVC 800.610 1.74` F 1,392,00 7328 - 114"Flat Washer 200.00 —97.14 C - 19428 2202 4' Conduit Hanger w1Bdt _ _ 1200 976.43 C - 117.17 L168 JOUR ® NEYMAN575 14100 7500 H 1,05000 1.185 - Apprerdice 4f_ ,, _ "16;q0% : '55xD0_M „ ,33Q.00 - _r Total Due _ $8,218.84 Terms:DUE UPON RECEIPT-WE ACCEPT VISA&MASTERCARD 1 5%FINANCE CHARGE ON ACCOUNTS 30 DAYS PAST DUE Customer COPY TNT5317CR 1545TE 201 GlmwoadSpas.CU 81601 it 970-945.6.500 Fax 970-945.0500 ERPRIEESS OF 04POONDAL5.INC CHANGE ORDER Paget of 1 FCI Construction Invoice%: 93175 PO Box 1767 Invoice Date: 3/3012017 Grand Junction,CO 81502-1767 Due Date: 3/30/2017 Customer ID:FCICON Contact Brian Young Job: PCBA-JAIL CLICOMCAST RW 03 Phones: (970)4344093 Job*:93175 Fax O: (970)4344583 Work Ordered: JAIL CENTURY LINK f COMCAST RACEWAYS#3 Work Performed: 3!29/17 INSTALLING HANGER AND 4"CONDUITS FROM EVIDENCE GATE TO SERVER ROOM WORK IS INCOMPLETE Hem Description - _ _ ___ _ 4tY Price _ Total . ..,'-"75.00.H -_ ,-_; '9W 00 F L155 Apprentice 01 6.00 55.00 H 390.00 - , -- Labor: - ,• _ - . - 1.230.00 . - - - - Toter Due - 51,230.00 Terms:DUE WON RECEIPT:WE ACCEPT VISA&MAS)tMCARD 1 5%FINANCE CHARGE ON ACCOUNTS 30 DAYS PAST DUE Customer Copy TA5317 CR 154 STE 281 Glmroord Sops.CO 81601 410-9455500 Fox 970.9450500 NTERPRIEES OF CARUONDALC,INC. CHANGE ORDER Page 1 of 1 FCI Construction Invoice. 93178 PO Box 1787 Invoice Date: 3131/2017 Grand Junction,CO 81502-1787 Due Date: 3/31/2017 Customer ID:FCICON Contact: Brian Young Job: PCSA-Jail CL/Comcast RW#4 Phone#: (970)434-9093 Job#:93178 Fax#: (970)434-7583 Work Ordered: JAIL CENTURY LINK t COMCAST RACEWAY#4 Work Performed; 3/30/17 INSTALLING HANGER AND 4"CONDUITS FROM EVIDENCE GATE TO SERVER ROOM WORK IS INCOMPLETE Item Description Qtyprice Total L189 `_, JO1N8dEYMAK .97$ - --. - iQ.00- -75,00 H 1,350:00 L155 _ Apprentice#7 900 55,00 H 495.00 Labor: 1.945.00 Total Due $1,845.00 Terms:DUE UPON RECEIPT.WE ACCEPT VISA&MASTERCARD 1.5%FINANCE CHARGE ON ACCOUNTS 30 DAYS PAST DUE Customer Copy -�y�-;•,: , I: 331?CRt54SlExi r,"„r` Olmwood Spey-CO8160I = 970-945 6500 Fa 970.94.0500 tNTERPRISES CF CARSON DALE,INC CHANGE ORDER Page 1 nt 1 FCI Construction invoice*: 93179 PO Box 1787 Invoke Date: 4/3/2017 Grand Junction,CO 81502-1767 Due Date: 4/3/2017 Customer ID:FCICON Contact: Brian Young Job: PCSA-Jail CenturyLnk/Comcast RW 5 Phone#: (970)434-9093 Job#:93179 Fax ft (970)434-7583 Work Ordered: Jail Century Link t Comcast Raceways Work Performed: 3/31/17 INSTAI LING HANGER AND 4"CONDUITS FROM EVIDENCE GATE TO SERVER ROOM RACEWAY IS 95%COMPLETED INSIDE BUILDING. WE ARE WAITING FOR DIRECTION ON CXTERIOR WORK IS INCOMPLETE Nem _Description - Qty Price Total 5998 - f2 Geupe 1-563K1-57.8 Channel - - a0.00 ' i;o.85'-C'-- 4997'4 7331 1/4"X20 Hex Nut 15.00 123.74 C 18.56 7100 - 3/8"STEELBEAM CLAMP - - 1D0 ,'5.00 'E' . -5.00 7101 nail anchors- - - 21.00 1.02 E - 2142 T102 •DM630lkpg -.; - : -1.00 •, -.17,25..E;. -: .� 17.25 L168 JOURNEYMAN 616$75- - 14.00 - 75,00 H 1,050 00 �.. - . .. Wbar:. . .. _'.1.160:00 . . 51,661,97 Tenns:DUE UPON RECEIPT:WE ACCEPT VISA&MASTERCARD 1 5%FINANCE CHARGE ON ACCOUNTS 30 DAYS PAST DUE Customer Copy s F V I ; COR-049 1 Constructors,Inc. Detailed,Grouped by Eadi Number(w/OwnerADpmval) Fak6a County Sheet*&Mmi Project* 10.16-069 Fa Constructors,tna.-GJ 530 E Main Reset.Aspen,CO 51511 TeL B70-257-6441 Fav 97ed51b448 Change OterRatweat PEakInteriors CORSI/and RFi 158 :N4 ?e.i;..�.`s,.`Sri`.YsF1,+1u.°.S✓'ilil i. _ L;:. _.i5�+ .'£:'�Y.`'.. `..i.s_,. _ _ _. .. .. . .,;u:�;..�.. v''_ . The change oma 3 Lesch tweak)fund mate asmeinted with the CON dalign al to oasameM dale Plaza Building n iMlrbtedin RFT-155 ladudedln lbw cost Is the following mens AauitmlOrd hard hasdstM'eya Slate -All materiel and Tabor toI stallaanm Wm soffit VammIronsat change In calling height locators Mdkated In RFI 456 • materiel and Lebo,to Imams hen Rd soffit tranedon in Newey 020 to transition to P ceiling dtsor,ce indicated In RFI.156 Itemized DeWh: (4nY,nr6ID IiijN 61F -'litir:;g5SPri ,;11-11'v.':362.:1152MV:_ n:S.I,.mFy $1,91000 Peek ip olVaIc ---- — OastdplbndWNk Peak Interiors AAlabor and Materiel alhed to install coigne hawWreee indsaMd in RFI-I56 Cost Includes InnlWlowlnp. -Ag nationarsd aborts install addm Wm soft twain at change in ceding height Moban Indicated In RR.15& -A%matenal and tabor to install a het M self Landon In Halsey 020 to transition Me 2"ceiling dements indicated in RFI-156 FGIGonnWda65w . _ — _lde $200 Readapt=el Work. &Ars Rbh lnsumnca FCICeistr.d.Rs,tx-GJ _ _ __ __ $809 Description of Nbrk Gatelal Liability Insurance FCI Constructors.'m -GJ _ _ _ _ _ _ $e 00 DncrlPbon of Ytbrk. Payment&PsMrmence Ran 6195.00 DCI escr tionofe.Inc-Fe _ OBeagdbn of Neck Fee Requested Days: 0 T Change:$2,036.00 mane approved Oats of.-2,7•17 lore proposal lnthdes work dearly itemized herein end attached subcontractor goatee --- 5lc:ntdawe/a'ma0d*a effected W etls hags delay Me wait,bmeeabmnn and Genera/Condfpne Rest agate am reserved The Isle tocunulatve aMayt oasts•80331MWt4 This proposal Is aced for seven days from date of Issuance ProkgMenW✓ Pnnted on, 51232017 FU PM Data Page I 1 •r 197sum. 637 peakintagmaloom Gypsum,CO081637 n/1 www. akinterrorsinc.com T•970.524.3060 tC'71(�y Cr �Ftt.'♦ P970524.3061 Change Order Request 017 Date- April 28,2017 Plans dated:November 11,2016 Construction Documents Proposal lo: ECI Constructors Inc. Project: Pitkin County Sheriff&Admin Brady Blackmer 530 E Main St Email: Btdackmer@fcioLcom Aspen,CO 81611 Phone: (970)434-9093 Contact Randy Reiter,peakintW&omarl corn John Bnney, johnetestimatingdepartment.com WE PROPOSE To furnish labor&materials to complete the following changes to the contract scope of work: RFI 156 Ceiling Changes: 92116 Added GWS Soffits in Corridor 020, Evidence 029 9500 Added Axiom 6"perimeter trim in Condor 020, Evidence 029 9500 Deduct ACT Ultima 1943 2'x4'in Corridor 020,Evidence 029 Material $763.00 Labor _ __$898.00_ 15%Markup $249.15 TOTAL $1,910 Total:$1,910.00 EXCLUSIONS:Sales Tax.Expansion Joints between existing and new. Paintingrtouch up of fiber cement board, Dens deck or densglass adjacent to roofing. Acoustical Sound Dampening Wall and Ceiling Board. Insulation.Demolition. Regrets. Work In attic or crawl spaces, Drywall in Mechanical or fireplace chases,Extra wires or supports for other trades, Temporary Protection and Temporary Partitions,Wood Framing,Blocking, Dumpsters, Bonds,Permits and Building Fees,Instalafion or Materials for Access Panels, Fire Caulking of Other Trades Penetrations, Instaltabon of Doors or FrmHes. Hoisting of materials. NOTES: • AS utilities and rimesters to be furnished by General Contractor. • Includes Layout of framing end ceilings. • Based on a 40 Hour work week. Excludes shift work or premium time. • Based on clear access for delivery and stocking of materials We appreciate your business... Acceptance: Date. Request for Information 156 FCI 4 Constructors,Inc. Damned REM Grouped by RFI Number Pitkin County Sheriff B Admin Project/ 10.15-069 FCI Constructors,Inc.•GJ 530 E Main Street,Aspen,CO 81611 Tel: 970-267.6441 Fax 970-257e449 1A:421!�..°���,�r ,r_w,;'., .•`��a.�- i�4Yd°:va' 'z.,'`,�31 ' i .i%a?:,^SCC": ��u.IlYdi�d�,{��a�.ar - i. 2 .� .. .....,.,_ Ylaera a 1.%"^• Pass Architecture B Planning Richard de Campo FCI Constructors,ins-CM Michael McLain 695 F Main Street P 0 Sox 1767 Aspen,CO 81811 _. -_ Grand Junction,CO 81602 _. .. , . Vis._»n,.,... .,,r._.. ..'.».`Sr_u.:ti~,7" `.Pia iA(if)4urdtFidfg;:. ... .;J!n':,.,.,, .v... ... ., . .y'_. "1.,..'? ;,"-" I t;"gum till wnia;t_: :.:V/1,i'_;' f`.''W'{'...-11Ai unit!;o^'Fi :2i.. '1.: .:<:iii!! 489th_`:; . `A- s; ..<r .."I Gelling Heights at Plata Basement - Architectural '4c'i^;°C�dgiViN6hei?.2T7, 5,u;ni. ....r.c,tiy;'B?; R <s:'x2 - _ 7 FCI Corwtmctars,Inc•GJ Brady Blackmer 1 Fel Constructors Inc -GJ Brian Young 1 FCI Constructors,Inc.-GI Michael McLain 1 FCI Ccnshuctas,Inc..GJ Travis Rob! 1 Integrated Construction Solutions Dave Detwiler 1 I Ross MWllec6xt&PianMg Joseph Edward i Posy Architecture B Planing Richard de Campo 1 Ross Architecture&Waoniog Rob Hofs 1 ,,yy,,������,,,,Vee�ntral Ads Chandler Dalmund 1 .H.S!fJFa..3' i ,y_l.17 :". .':...x_. .'Rc.W . .:!lti:;"sa:;..'_...... :y.-ic. ...ie::-,F7..'zH"':::.a;Okj/.!v!9r1�1,!P.eV eats-4 Refer to sheet A1218 Ameeting between Pons,FCI and Dave Detwiler was held on 3115/17 to coordinate telling heights with MEP systems Attached sketch shows the wiling Manges that wale proposed at the basement of the Plata Balding during this meeting Please can/rm lunges indicate/in the attached sketch Mesas revise rekcte 1 oe hg pian accomhgff. rr_L(Macta'x'. :. . t- -,'IK:7^4.1 jw�',"3"^"MM1st.s:if.'i ,!n;rrv12^^Prr.:.>- lit ,„hry"..,-;k$ •, - _r. :>L/i1/2017 P"ossAdatectctre& sartang-Rich r.:dGam:<.,;3 4f`: ":'.._. °a: ;';u�UT_.,_ . ,..,x..os4r.RmAv_rli�:#!r.'! _ iti See th Po Ivbl laMre 6PA1216 Rk307,ard do Campury See the attached levb®d sweats A1215 and A307, Richard de Campo 4221/2017 I PMogremgar Ported on 4,24!2617 uCi PM Data Papel I CORRRA)R D ELLC� 11 I „ o �, rwxsEDCF uac EWN ' 1• . - —tilt RT - — - - - -- -- - ..u.. „Lcrn - - - - . _� /TERM - I - v AWNS - - -- Lw} _CORR3t)Otj �-' �� DROPPED TIFF CEILING t ' : LLE LfII ING _ - -- - _ IO'OPPEC44 C6LUNG_ - - . 4- - _ _ ' n £e '� ---F- RESTD$0 A F - RF=-'_. 2:51II o. PROPPETI TILE MIMI Tom- k- I , 6A1TE�1t -- . I I . -- - - - - —'i __-- 'lYAr {I -- I _L It - 'i. - -- 1 ( -I I j _ L I, I I STORAGES 1 / I C2 -1- j -- - - 1 -�- - - - — -- - - I - I 1[IROPWTILE O[II�NG 1 I 1 I. I I EvLEN�e-1 11i - - - - I 4 . T w.ovpEGnuc CEILING, -r - H 11— - - I TELE&TION -II- II I , I _- STORAGE ' _J ' r 1 L— Lam ' i I- ORwvEEb ME PEONS I , -T. I jI ft.p JANITO AE.F GTORAG. 1, INo] I �' i I G:n , II RAih NG AES 7 hA - I II 1. qdI I NROPPE ILEC9lIN[I- .- . 1OPOPPEOTt11 SILNG A�g4: _� : A,i tT _I AGTuotpAto l __ _ _i_ -.@i. I r - •••••" typo.cop ' YY.YYYC STY r' P4tF .- __�_, i , 1 _. -'� I ELEV. i S EQUIP. _ DO Y I -_ I : IC -- - _. _ _ .-� ED res.-44 J I_ --trwaxw-: - - _ 1,� — 1 {1 1 ELEV. -9 _• _ _ 1 rl_�— T -� I - .ritlia� 7 _ - F I E V -, W ER asar EVS 31I WIG LE -rE- - I � Ir , 1 - I ISI 1 -- - —.- . I • �- I � I . - i p�ii8a I -A§ I IIIl ''3 .ccx[)oq)® qI) 0 ® (a .l (COi ,I I Y I I 1 „ I ;, s ' 6 - � ::____i_ ire_- c::: i _7 _ a� 1 � 1 t4 i 1-Hei_ iii_,7_ - - !I 9aiE1 ga , --I' ,! )1-- 0 d U-- ” -i c - II �- 6- -1 , i-- -I I - ' --O rt- e 140 In ! ! i II O fC# a o ! ! I�' I _ A_ _- 1 ♦6 -. �_ I -0 @ ! - I.i °� t - .-. I - i I 0 r , -! -I I--- 4--- - I -O I it CJ(;) (b 1)® la C) b C'7 1 d)I e ( Ipt ¢ p y". 9A Ile: I C o s I :3941?, ti es ^o 0 C. : (1 a ,., I til e1 iS I; VI c ° 9l I 0 i 11 Fi s I in i I,r . I . I 1 II I II I I 1 I IT— (!)-- I I iiii,r'',: :LL I,L -h - tI; ,,,,t1 -- it -- � `• I. s LI1: if • _� r _r S �kr R ! tl 1 I I -t h� Ilv ". LI .211$' 1111l 1 1 E..A. pp ., r:....,� — ' - — o s Ili wi 5! it iii ii iti iPth` 11 iiiiii lilt i'li 1 :I i iNl�� kl� �4 � I it ('� ET - • amu ; I l -- ; 3 I y;; � 41 ;. _ I It . Alt 1 i ! i I I I II I iI1 , 1 • --- - COR-050 FCI -- - SII Constructors.Inc. detailed.Grouped by Eagb Number(W/Owner Approval) Pitkin County Sheriff 34 Adtin Projects 10-15-058 FCI Constructors.Ins-GJ 530 E.Main&feat,Aspen.CO 81611 let 8162574441 Per 970451.8469 4:0417-7::_.. .• \r;;;FAili?roitae:?',-lief .,'^.._ .,- ng,72, "-71 `Z" nifg .,"":isW xeinner 477, '.`.'_ w Change Order Reeet R&A CO Elated 4/30/17 end RFI 111 t F 1 The change weer m main Issued to Mid costa associated with the added he gave scope of work per response RFl-ill Pel response to this REI heat tram weeaided et de JdiM end rminenry vedib le:oofs Cm3include the fcgowMg cane EetYtt*34,ea1 -All Material and labor to Install Mel gam at the 3n1 levet ton(dryness indeabed N RFI,111 Ni materia and labor to Metall Mel trace MIN ro 1dans at Ma enby veebbule root as shown In RFI.111 -A"wvWep,tensors and breakers tegglied to Mabe me added heal Pace ettc$sd`n HFI-111 Please Note Prim b1&heat beam controller wee already included in a separate Mange order Cortege.unit son handle Ma additional dlculls indcatedm Ma suhniMl pnrebad Dotage: I rdpsN " , -'- ° �'nd QGeed 4prbposol R&AE{mglses 8!.86100 Ge0wiptoror Vbrk. R&AErt rasfas Al labor and magical nagged to instal added neat trace et to roof grans as lndmtad in RFl-111.tn0aed In Me Cost ie the following vMMeMnar end titer towstag heat teat etthe 3nd level mW chorea lntlAabd in RH-:11 -A11 matra and labor to install heat Waco at Me roof drains at the aptly vaned&roof es shown In RFl-111 -All&aQng,sensors andbream requited to install Me added heat Iraoe Ndkmed in RFI-111- Exclusins Nat trace rvibMa already In project documents a barge enough to ecwamadele the added hat trove drewM *goatee l this RFI and has heal acduded Meng*change order FC1CcnsNmlon,Inc.GJ.._ __ _ _ _ — — _ _ _. Sew Description of NWA RUMers Pak Insurance FCI Can4abrs,IntGJ _ _ _--_ _ &234 Descdpeon or Volk General l meet/Insurance FCI Corwwdbrs.lnc-Gd423.00 .- _-_ -_ -_ --- -__ _-_ - --__ _ —.— _-_ Oepalpibn ofthbd: Payment&Performance gond FClcon rs,lm -.Gl &z1000 --_ Denaphon ofbtle Fee This oroWear Indudes work dMM ten*ed hejMn and abedied sub contractor quotes SM.AddeNeryot efemb effected by*dsomelet deny the yip*,ems extension and General CwMMons cat rights are reserved Tee tq•t b wamIt se impact cab Is reserved This proposal N good for swan days from date of gowns ryplpg{prsga Punted on: 512312017 FCI PM Dale — — -- Page 1 1 • F C T ! COR-o50 Constructors,Inc. Petalled,Grouped by Earn Number(w/Owner Approval/ li Requested Days: 0 Total Change:85,180.00 1 amxsePmwl: roc"1 data 06/0112017 I�! it This pNposal includes wild dearly IIeinIad herein and attached subwnbedor quotes $haute Marcy marled effected by this change delay the work,Foe extension and General Caddo?*mel rights we reserved the date CAMIUltgibee Impact>oaa maenad This prepped!Is good for seven days from dab of bsuence Prods Manager Minted m. 5rzsa iT FCI PM Pale Pape I 7 ,`; 5317 County Rd 154 Ste Gll —•��'' � `i GlenwoodSpnnp,CO 81011 H t 900.945.5X9(Fp 911.94i-S JINTERPRISES OF CAHOONOALr,INC. April 30, 2017 FO Constructors, Inc Attention: Mika McClain 3070 I-70 B, Bldg A Grad Junction, Co 8150 We are pleased to submit electrical pricing for Electrical Construction as per the RFl #111 Poss plans dated 3/13/17. Re: Pitkin County Sheriff Building—RFI#111 Heat Tape Change Order Gentlemen: Enclosed is electrical pricing to supply and install added heat tape circuit, revised heat tape circuiting and equipment and revised branch circuiting throughout as per RFI #I1 and specifications dated 3/13/17. This is an ADD to the Pitkin County Sheriff Building project for$4,861.00. Pricing per RFI #111 dated 3/13/17 • Add to supply and install new 208v heat tape circuit on sheet E104N roof. 54,861.00 o Add (1) 208v heat tape circuit(connection included) o Add (1) 208v heat tape j-box power location (connection included) o Add (90LF) of 208v, 6w/ft heat tape. includes installation. o Supply and install of requested moisture sensor and dc-icing jig. Excluded: • Heat Tape Controller. • Control wiring for mechanical equipment. • Trenching, backfill and compacting by others. • Roof penetrations and waterproofing by others. 5317 County Rd 1$43te 201 GlenwoodSpnngs,CO 31601 473.945-65fl0 lF3970-945-0500 ENTERPRISES Dr C*RLIONOALC. INC. Allowances Not in Pricing Above: 1. Cost to supply and install an 8-ckt ASD-8 Controller from Bylin Engineered Systems. (this was given in 11/21/16 Plan change order). $2,250.00 Please issue a formal Approval to the Pitkin County Sheriff Building Project requested work. If you have any questions,please don't hesitate to call. Thank you, Travis Peterson RRA Enterprises vcs&*n n I1erwwreRt:»s® 4/30/17 sENr lil II • F Request for Information 111 1 I Constructors,Inc. Detailed,RFIs Grouped by RFI Number PItidn County Sheriff&Admin Project a 10.15-059 FCI Constructors,Inc.-GJ 530 E.Main Street,Aspen,CO 81$11 Tel 973-257-6441 Fat 970-757-6449 'i.�. _.•�d'a_.e T271:;i� Yti![607 '. :::. .t7C Si._da,craFb9�11._.,r',1 .d.....,_..4fYMtgifif(li."r:.:' Pass Architecture&Planning FCI Conshuctors, Inc.-GI Travis Robs P.O Box 1767 Grand Junction CO 81502 _ _ -- r ; �,Su4)bct '.::i..'33,;y.71: ;;.;'a!y? %.-;t++'" ._.,;�.11#Elteis,yi die'.si;i?'y^'""�G`ak9P)Y.=a'"'`..,:_ . '�s`y;; '•'t Roof Drain Heat Trace Location Clarifications ^ Architectural FCI Constructors,Inc.-GJ Brady Blackmer 1 FCI Constructors,Inc.-GJ Brian Young 1 FCI Constructors,Inc.-GJ Michael McLain 1 FCI Constructors,Inc.-GJ Travis Roth 1 Integrated Construction Solutions Dave Detwiler 1 Pass Ardn tect,te&Planning Joseph Edward 1 Ross Architecture&Planning Richard de Campo 1 Pose Architechee&Flanrmg Rob Hods 1 Vertical Ms Chandler Deimund 1 FCI Constructors,Inc.•GJ Stan Kiser 1 ..OSNtlgat AV r a; :.'s':cF0r''r^rya.. 51_:,rt.rn}::�'t.w r,-.''n'4'at `1--tti:C,'tgi t. YI r"^,rre�N+. ,30 X Palette sheet E104N,P203N P204N,A103N.MD6 112716 Drawings,RFI-024,RFi-077 Drawings dated 172716 added heat trace to the upper level roofs on sheets E105N and C105S. Please clarify if heat trace is needed at the following locations drains1Referringd toe sheat cute eattwo race dto be are id bed Pl ased an the 3m level roof. Shaetre Eto haft she h atthae ra sf inbut don trace ie is to be rtracevide Ease rived Pleaseclarifywings to showtherof aretohave trahestvecesy>ytem installed. If neat baren l beduledeq please revisetlthese l drawings to show the roof drain heat trace systems, circuits and revised panel schedule for the heat term at mese locations. 2. Referring to sheet A405 detail 3(PR-001),a roof drain at the jail connection is shown. This roof drain is shown on sheet AID3N,but is root shown on electrical or plumbing drawings,reference RFI-077. Please clarify it this roof drain is to nave heat trace inflect If heat rand is to be provided,please revise electrical drawings to showthe roof drain heat trace system,snorts and revised panel schedule for the heat trace at This location, a Referring to sheet A103N,a roof drain at the roof over the man entrance,near grid Me 10+0,is to be provided This drain Is shown on sheet P2D2N,but is not indicated on any electrical sheets. Please clarify if this roof drain is to have heat trace installed If heat tracers to be provided please revise electrical drawings to show the roof drain heat trace system.circuits and revised panel schedule for the heat trace at this foca0on PmlagManeper Parted on: 4/2412017 FC4 PM Data Page 1 ', Request for information 111 sI�Cyt C I Detailed,RFIs Grouped by RFI Number mmwssiw.tt I JsgPw@r'E;ufr.n_,.tia.:.t;EA1Z).ei r:,_,...;„, . : ::: ,— .�:'_=,"1;?.` '-...,...._ .,., _ ._. .Osd4`AA!wwrve��.n4f'tA'_Z_017' t crr ; ::. 13Y13/2017 Pass Architecture&Planning-Richard de Campo)�„ AE Desigrt 1)Roof drain heat tape has been added on the 3rd level root 2)This roof drain was shown on Sheet El 02N as part of RFI 077 and PR 005 3)Roof drain heat tape has been added I ' it I F oJt,gManagtr Prided on 4/2412017 FGl PM Data Page 2 11 H 1- Ell MI; elle 1 s o it o, ! �1 Wei{ la I F30 6 ii Flail w ;' e. � 1sPSy PP $Yd�9 ° E + i9i° e + _ ___. _ _ - 9 ;suS ,III 4y � ip p 9gl{ peEI + ! 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Detailed,Grouped by Each Number(wf Owner Approval) PRkIn County Sheriff B A1mIn Propct010.15.069 FCI Cense114tor4.Inc,-GJ 530 F_Main Street,Aapwt CQ81011 3N. s73-2b78441 Fox 974257-0449 `1: ' ,cilf';. , .E-rOhM1de',:P.w775.1;:.lathap ., .,sfI1dTNJb ,..1,:-. y Change Order Request Colorado Fbaworks Proposal 4/18(17,Smuggler Ft,hes Cwt Proposal Dated V201t7,Peak y.�� InterbACDR-014,and PR-00 iF.N .t-c4wiF_ {�T:Tvt-:m"r e,' .;";11. - Th schange order a being Teemed to incorporate cost theirs to'boring and ceiling'Metra es Indicated in PR-00 Included In th4coat Is the following Nems Fleming and Yarn Ta,43075) 4`R-08 cladfied(as the ayng and wall Ned le Mete0 Scope ofwork The toamount°430,WdA 5 being cremd beck me difference between flooring costs MIN par PB(ea Weed by Colorado F emcees)and the budget carried by FCIIn the OMP. -Ceoradbflio.i ear ttthedaleapee the costs asswateds#i.nnd rise rtbbatreads sod Mere steein O70 A(RE Plan Stair)and et the 3 stepgemlike Me a from Meltonto the Ram In lobby 301 Rubber heed and deem was requested to bB meager/by the owner durig en QAC meeting dlMwwnn and s not indicated in PR-08 Fbnwole papa&attached glandes the costs aseocated»shmstffing F12carpetPPRRtte man loos,bmtendingetAst.s*80A Carpet was added at this Mak ng by the owner al and GAO meeting discussion and a not rndaned on -08. Paitug$1450 At abor asp material required to palm the ham Id ceilings et the restro0ms per change SWAG]Inddpled in PR-08 Meal lid and Acoustical Ceilings 818,03 AN labor and matelot totem*.hag and finish oryvM herd Ild wining,at the maroons in Iia°ACT as Indicated In PR 4M, -Add ofaxiom 14"Ight Dove trim at BOCC 10 and Multipurpose Room 123 Examenend Cielhee'.ons .FCI has excluded of mangos to casework and wood medico heated In PMO,per be casework scope of work trot yet being tlehnod engoh to adjust the GMPSd4el amount kr casework ben genial by EC! -The finishes for Ropes 145,146.147,148,149 and 245 were leg eagle finishes stluNUle on PR408 However,the cost dewing far these rooms has beenIncluded aa follows 145.148,245 F-2 carpet tit,147-F8 VCT.148,149-Ni pac$ab Ua,FCI a assomng that*rear taring is wanted ,or these spaces as was town on the w PROS t aunt ac wish F3I'sued RFI-'82 requesting a revised sonadule shoxlna Pie Smites Mees* rooms Additi0nal Meta may be boundif the reponse to RFI-162 reales the flowing for Meet rooms to something other than whatle listedabove •T1acosts otsene,rasing ales A4xuman!SWC is T,tlatletlmt.sCOR.M RFI silmbe awed lode:,the detetl trey lin Iwnnsed mer the 5/30/17 OAC Mesbug tat Peal County does in fact went Schlumr nosing at Nie stair Itemized Walla: rt CQ :.'rr_. _i.'c :..ithY:z..r =. .s'S,:L3 .4'4.._.1:t: .! i '1 �;ka gk 'Qr, '_s:& ;:sop +d Fel Constructors,hiG-GJ 433,076,00; Dnvipton°AHA Colorado Floorwpfm All metenal and labor to provide changes b homing,base,and wdlgesaa mdk:Ned in PROS Thetas! amount of($33 0rb)oto be cred0ed back per difference from OMP fgmmgltle budget vs fogdngmte/rashes Indicatedin PR-08/ .Smuegeer Fkxahes.mC 41,45000 Oeecdpdon 6lWork' Smuggler Fbdeha'Mistier and material to paint hadlkl ceiling changes Indicated in PR-08 This oroposal nduda work°toady'rented new and attached w4WntddMgWMe s',ouW Peavey Mrmarygefated byte,change day tows*.Urn enation and General Condions Wel r isle am reserved The right to cumulative impact costs is reserved This proposal Is good for seven days from dab of Intranet Pm/09 Meager Pnnted on: 002017 FCI PM Dab Page I COR Report FCI Det?wi Grouped by each Number eaOWnerApnrovan Peak(Manors,Inc $10,90300 DescrptlOn 0f Work Peak'Manors'All la bat arid material reau$ed to install ham ld[Allngs and Warn suspended oalm9 em as Indicated in PR-00 trckbed In gracost is OA fa W% -Aa labor and nwenal a frame,hong and finish drywes hard Iid cemn9e al the reel umm in lieu o&ACT as IndFMed in PR-08 -Ads of as om 14'a M cove alm a%BCCC 10 and Muapapese Ro,m 123 rdI Gonsvelore,Inc-GJ 810000 Dsecnpbon°Mork. Plan Reproduction - _— — -- — FCI Cprotnwtorp Inc -GJ (327 00) Descnpton°Mod: Builders Risk Insurance FCI Consar%Inc -GJ ($90 00) Dewlpton of WNW General Liability lnsuraM% - - - ---- -- — FC,Constructors,Ina.-GJ ($10'/00) Descnphcn ol Mirk: Payment&PedOrmance Bond Requested Days: 0 Total Change:($12,786.00) 4wnarAPPronli�d^�%ems~; - oats z(--27-17 Prolog Manager Panted an 810201,— FCI PM Cal Panel II %On% 1741 W.6416 la Q Um t' - . 0 Denser.Co.Sala Mime 303.4/19500 �+1 __�__. S Pacer 3034S7.3S35 Ftis i T r�1 :Rocky,fountain 9isfri6Kor f reziett Sports, thering Builder. ECI Construction Office: 970-434-9093 Sales Tax used. none Attn. Torn Traggorth Far. 970-434-7583 Additional Bond Rate 1.50% RE, Pitkin County Sheriff Email: ntstiggisitolgm Date. 4/18/2017 and Admin Bid Date' Addenda Included Prepared by: Bruce Quinlan Cell: 303-726-0281 Email. Qtucencoloradoticorworks.com Revised per PR-08 OTY Reference PRICE Furnish and install FS floor tile with Fusion grout and waterproof namArrane at restrooms:Install over 2mm Ecosgence; 255sf $3,520.00 Furnish and install F11 floor the with epoxy grout 1150sf $41,120.00 Furnish and install F11 floor tile with epoxy grout et main stairs with schiuter Step; Schluter edging comprises$4,000 of total; 115061 $11,550.00 Furnish and install F14 floor tile with epoxy grout includes mortar pan buildup and waterproof of floor in morn 174; 55sf $2,400.00 Includes travel and housing, Furnish and install WT4 wall tile with Schluter, Schiene edging, 1140sf $18,250.00 Fumish and Install WT5 wag tile witch SCMuter,Schiene edging and waterproof shower wage; 1240sf $17,200.00 Includes the mockups as needed, Furnish and install B1 rubber base in coils, $17,000.00 Furnish and install rubber treads and risers at 3 steps room 330: $1200.00 Furnish and install rubber treads and risers at stairs 070:Rubber tie on stair landings; $17,500.00 Furnish and install F13 sheet vinyl with heat welded seams, 125 syd $7,600.00 Furnish and install F6 and F7 resilient tile: 2700sf $9,735_00 Furnish and mstsg F8 STD de; 345sf $5.700 00 Furnish and install Ft carpet tile' 46gsyd $23,700.00 Furnish and install F2 carpet tile, 2860syd $115,00600 Furnish and install F3 carpet tile, 149syd $6,000.00 Furnish and install F12 carpet the:Includes F12 at stair 180A landing; 32syd $2250.00 Includes travel and housing: Stairs 080 to remain existing; TOTAL $313,42500 it tore �t 1741 W.64th Lane Denver,Cs.30221 Offices Fax: 303.43141535 Fl t a 1l t 'I' 74x-ky"fountain D sir/F+utarof S ?erkettSports_froar6g Builder: EC!Construction Office: 970-434-9093 Sales Tax used: none Attn. Toni Traggodh Fax 970434.7583 Additional Bore Rate 1.50% RE: PdkJn County Sheriff Email. Timocodtetr✓d.com Date. 411812017 and Admin Bid Date Addenda included prepared by: Bruce Quinlan Cell. 303-729-0281 Email: Bnjce(dicoloradoOoor4orks.ccm Scopes of Work are priced separately for comparative purposes only and are not to be divided. Floor protection Is not included. ill Michael McLain From: John Pulman cjpulman@sopris.net> Sent Fuday,April 21,2017 2:01 PM To: Michael McLain subject PR Doe Smuggler Mike following is belated PR-008 response, If this can't he applied because response is late 1 understand.My fault. Smuggler Finishes Inc. Pitkin County Sheriff and Administration PR- 008 20 April 2017 Ceiling Changes: Change born acoustic the to gyp ceilings in: 115,117, 118, 221,222, 302,303 Smuggler Finishes Response Price Changes: $1,450 Schedule Changes—Nn change Comments if you have any queslions please call. John Pulman Smuggler Finishes Inc. t i W Airport Or.,#28 apeakint gmail.com Gypsum,C061637 www.peakinteriorsInc.com T 974.524.3060 '17(i`etic,T4'r inc.jF.974.5243061 Change Order Request 014 Date Apnl 14, 2017 Plans dated'November 11,2016 Construction Documents Proposal to: Fa Constructors Inc. Project Pitkin County Sheriff&Admin Brady Blackmer 530 E Main St Ernst Bblackmer@fdal.com Aspen,CO 81811 Phone: (970)434-9093 Contact Randy Reiter,peakintio gmad.can John Briney, ighnialesbmatinedepartmentoom WE PROPOSE:To furnish labor&materials to complete the following changes to the contract scope of work: PR 8 Ceiling Modifications: 92116 Added GWB Ceiling in 115,117,118,221,222-finish level4 9500 Added Axiom Indirect 14"light cove in 120, 123 9500 Deducted Axiom perimeter trap in 120, 123 9500 Added ACT Calla 2820 252'in 270, 308,332 9500 Deduct ACT Ultima 1943 2'x4'in 115,117, 118,221,222 270,308,332 Material $14,750.00 Labor $1,687.00 15%Markup $2,465.55 TOTAL $18,903 Total:$18,903.00 EXCLUSIONS:Sales Tax.Expansion Joints between existing and new. Painting/touch up of fiber cement board,Dens deck or densgiass adjacent to roofing- Acoustical Sound Dampening Wall and Ceding Board. Insulation.Demolition Reglets. Work in attic or crawl spaces,Drywall in Mechanical or fireplace chases, Extra wires or supports for other trades,Temporary Protection and Temporary Partitions,Wood Framing,Blocking, Dumpsters,Bonds,Permits and Butting Fees,Installation or Matenals for Access Panels, Fire Caulking of Other Trades Penetrations Installation of Doors or Frames, Hoisting of materials, NOTES: • All utilities and dumpsters to be furnished by General Contractor. • Includes Layout of framing and ceilings. • Based on a 40 Hour work week. Excludes shift work or premium time, • Based on clear access for delivery and stocking of materials. We appreciate your business.,. Acceptance: Date t aza INVOICE fr Reprographics&Suppiy Invoice Number, 249888 The Valley's Invoice Dab' Mar 9,2017 Repro feasteanaS87 Page: 1 1988 N. 1st Street#4 Duplicate Grand Junction,CO 81501 9701845.1785♦Fax 9701845-5178 www. re_p1o_com__,.. .—;,- - �IITw.:_?..�..':`•• =.�ddi I'$hlti'.R6:- ,' .J.-: . ________ FCI CONSTRUCTORS,INC. FCI CONSTRUCTORS,INC. P.O. Box 1787 MEF MCLAiN Grand Junction,CO 81502 I Grand Jundlon,CO 81502 I L _ ' - - - - - _ - -- — - _ i. I_, .r-dam., . °-s�'�A 'Lt.;21.:,..', . ,,,.- ..,� ., :;w '.��' `.-,%a-x..y... .;'i; lefk'Feiuih� aA�;�--..-e_7. FCI PCSA 10-55-059 Net 30 Days ::;17/S ..r.'a ,� , '' In4.taa nr, .-. 4gym , ; hroe ,�.;, ,,,,: _j KJC Hand Deliver 4/8117 , Wuntly.— +'..r.._t ;i.r.i ,: ,'I.iT1`rN-r.9',._.""r'„-,^.5.:i?:1..`.Bitif�'e?`"7 -A!ifilutirt.>=in' 1 ' icaco KIP BOND 2438 Bond SIB 24X38 0.72 12980 72.00 KIP BONO 1218 I Bond SC 12X18 020 14 40 tog KW DIGITAL RLE Deka mdlentarg 500 5.00' I II . - - -- -- Subtotal - - - - - - - —'-- - - - 14800 , Sales Tax - - - . _ _ _- - 11.40 [-Total h InvoiceAtnount - -_. - - I 180.4t 0 - Check/Credit Memo No 1 Payment/Credit Applied 7OTAL - r;' ;'_• c ;,r V Sy s. tAT AIA Document G709'a — 2001 Work Changes Proposal Request PROJECT(Name and address): PROPOSAL REQUEST NUMBER:008 OWNER El Pitkin Ctrinty Sheriff& ARCHITECY. Administration Facilities 530 E.Main a DATE OF ISSUANCE:03/01/17 CONSULTANT,0 Aspen'CO 81671 CONTRACTOR', OWNER(Name and address): CONTRACT FOR:Gement Construction Fm.ELD 0 Pitkin County Board of OTHER,❑ Commissioners 123 Emma Rd.,Suite 106 CONTRACT DATE:November 03,2016 Basalt,CO 81601 FROM ARCHITECT(Name and ARCHITECT'SPROJECT NUMBER: address): 21511.00 Bill Puss and Associates, Areaitature and Planning,PC 605 E.Main St Aspen,C081611 TO CONTRACTOR(Name and address): FCT Constructors,Inc. 3070 1.70,Building A Grand Emoiot,CO 81504 Please submit an itemized proposal for changes in the Centrum Sum and Co,,txact Tote for proposed modifications to the ConractDocuments described herein Within Zero(0)dap,the Contractor must submit this proposal ornotiEtTim Architect,in writing,of the date on which proposal submission is anticipated. THIS IS NOT A CHANGE ORDER,A CONSTRUCTION CHANGE DIRECTIVE OR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED IN THE PROPOSED MODIFICATIONS. DESCRIPTION(Insert a written description of the Work): A122N-EDITS TO UEDdNQ TYPE A123N-EDITS TO CEILING TYPE A/23S-EDTPS TO CEILLICEI RE A124N-EDITS TO CEILING TYPE A124S-EDITS TO CER,ING TYPE A506-ADDED DETAILS A512-ADDEDDETAILS 1301-UPDATED FINISH SCHEDULE 1302-UPDATED FINISH SCHEDULE F2021,1-ELECTRICAL COORDINATION E202S-ELECIRICAI.COORDINATION E203N ELECTRICAL.COORDINATION £2038-ELECTRICAL.COORDINATION E204N-ELECTRICAL COORDINATION E204S ELECTRICAL COORDINATION NA Do 0109's—]OM.(bppdeNQ 1995 ant 2001 by TMfinekan ineY1WsCArtts.Nl OOP reserved WARNTNe:TMs MAe Oneonta*le pwtecud by 21.8.Oepyripbt Lew sad international TnaIles.Unautoriud reproduction ordMlribNlon al tbla MA Docmuni,or any portion ora.may .I result In entire chill and mlmle&pentium and will be prosecuted to the maximum vain poeelbie Under the law.This dun nenlwu produond byAlA 6diwere in 10 27 31 Or,03/0112017 under Order W 880n5995391 whIchetmires on 10f011a17,and is ret to resale. User Notes' (1s1523n00e) ATTACHMENTS(List attached documents that support deccrpoon); 20.1.03.61 -PR 008 REQUESTED AtjCHttE ` /_Yl////^ �� Richard L.do Campo.Senior Associate (Signature) (Printed name and title) i III i I I l I F AWOaormyU.SCp'—Yh81.Copyriptd0 IOU tLwenditm.*�2UNbyUMN:wkm reproduction ordisAiirtp6pft°PJA Document. orsMA°Ln Of Iment t piel°BIn oeen010°pnrtpMLmaMaRes. led itTpro.UnetMNet rexlumrodenI clINbnatthis rth. w Tsuicu en waiPly ponlm tlfl8 lA 2 math,t ren 1on0orlminpl undo'Or c 8S9p354 jwhtoIllsrtGlrNmarHnlp id Ible n nut law.This epc°nnntwespaaucW MAIA °o Liszt Mote 102]?1 m 0]/Otll01>undo'Order No 80083d]548_)whp',Ir°yrltteon ICAO/2017,entlbwl Mtrevle thv Nplae; :181.42308136) SI 56 { ryryE ��ii$ dl.Sl B I N - :�A§ FFFF _ eI 1 Z Al i . .,., ill eS Ili 11 di, Q 0 0 O e 0 0 U III ` ± I I I -- - li i I d _t - 1 I � J _. it I I ,0 G I1 �f °I . @1 �k1l i 1 a 1 -I O e 1. 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' iilill.j. i!!! !'l!ic11111111,1!' it 11 11 litii h ,, l! 111�11 i Y Y 0i° LN I LINN, ,S3 1 FCI COR-065 1 Constructor's,Inc. Detailed,Grouped by Each Number(WI'Tomer Approval) Pekin County Sheriff&Admin Project it 10-15459 FCI Constructors,Inc..GJ 530 E.Able.Street.yA,spp�egn,,CSO 818//1111 ,fig Tek £9842515441 Faxx:'[010-267444g ilii1n�K3c X ?R�i^Jf.A afg1.1 5 t"1�:� Enifi ST4' .sto J£ri-', E�^!Y,M W. ''J:iN_17. .-2V'i Change Oder Request T F`r.e:is: :"i:_. ._�.,_ . � ^'_.;�.�,�i. '.._.__ ld . .ate;._. ..�..i,....,_.,.. _..`..,..� - .—. _ : This COR has been developed to provide a creed to the owner for shoring systems that were not required to be Installed,Please reference the attached opal breakdown of as-b9'k`qaarStka defaming installation ler fidher information. Itemized Dotage: Geo smbgaa or international ($80.92800) Description of Wore: Credit for shoring systems not required to be transited per final"as-bur quantities as agreed to between GSI and FCI, rot Constructors,lnc.-GJ _ ($07.00) Description of Work: striders Risk Insurance Fol Cmabr.ctors,Inc.-al _ ($324.00) Description of Work General Liability Insurance -- FC4CarstiuGas,Mc,GJ ($38200) Description of Work: Payment&Performance Bond Requested Days: a Total j a j(sg1,Tal.ao) ownracprowe '-- Date: .27 111s proposal Includes work dearly Itemized herein and attached sub-r:(mbaerer quotes 5lmryd delivery of 110110101 effected by ihb change delay are mdc bre adeneen and Dwane Card Dons met rg25 are reserved The right to cumulative Impact costs is reserved This proposal is good for seven days from date of Issuance Prolog Manager Printed on: 6/2/2017 10 pm date -- Pagel As built gt.anitles am shown in the table below.This is the amount that G$I Intends to Invoice once we discuss and finalize. Job#1700200001 Description M11.11 Quantity Price/Quantity Total Price i t p ,¢ !j i v,$ {t m.. � �t J:S 1u x -: ; :.. Temporery odng MlC+optleeh $750.49 © agar 6P6• L� (Up to 13 r Excavaaon homing .t_Yr Ibl I 'III Rw•ivr.tltv`u;,:, ,� .ltt1 ril* Il . . A._ . It , , L . - .� u . G� �$3 ‘° Totaln r ?lama 0.747 day, - Job#170019C001 88898188888 an $9,800.00 $9,800 00 , 4(, v ...i. I� ur . G ai.3ib"I d c1 =©111113111® $33,11360 !il 4 . " fit : .�I IIS' J Subtotal � Excavation Support Between -Jail Foundation Ample Underpinning EA 3 $6,622.72 S19,86B.16 Subtotal $a3 ,,TAr' v'ccT,D7/ 02¢, 59 Thanks, 71- erg 3r b 9 Justin Peterson,P.E. Project Development Engineer, Intermountain West 11/9$ sui -- 4-3t6i 67?. -- Cell: Cetl:970.773.6790 Office:855.570.0636 Fax: 070.245.7737 Email:justln(aGSI US www.g0ostahjlization.coin ° . sttoi �Ydw • 4\J', " �9:::wGEOHAZARD MITIGATION EXPERTS 0. k 4 inkern.0.1GSI®provides the most responsive and experienced geohazam mitigation services in Abrin America and F spectatizes to designMakdAverranty landslide repair,mckfall mitigation,excavation shoring, GRS-IBS abutment construction,settlement control, densitkat(on,grouting,end mfctople underpinning. Locations in Arizona, 6ritish Columbia, California, Colorado, Florida, Georgia,Idaho, Kentucky,North Carolina, Ohio, Ontario, Oregon, Pennsylvania, Tennessee, Texas and Virginia. 2 COR-068 . IFC I Constructors,Inc. Detailed,Grouped by Each Number(w/Owner Approval) PItkln County Sherif&Admin Project# 10-16-069 FCI Constructors,Inc.-GJ 530 E.Main Street,Aspen,CO 81611 Tel970-257-6441 Fax 970-257-6449 �� ,fi- x.14'5.' pxtas„- ,-�—, -:,;y: "5„r,.,- o lI 6"!F'-," ':;�r �^'"^:-Z''?1�, :+�a.Ritb�di�"e" ..,5�:.:i ;;1111 . _.. '_::it`,'�';' .... . �ri lI1 ni . . _ . . ..-� Change Order Request (Notes' _ _ .�. _=s, -. .: _, a _ This COR developed to credit back to the ovmer the budget FCI was carrying In the project GMP for cost for appliances,As discussed at the MM. the County sail be purchasing and installing these appliances directly, Itemized Details: 21.11..,. ,- 21,:4;.".z;<sii' r . . p:, ?iF3.;:_.c. ..:&.;�"' ' �biteeelT�l6�.npBonxrl=j.'�-�`t",�...t=�;�:_:w.rr:�i"=' ,',t .:ax.x,.':`: .';sr<:�:�;_.r.°�:`:'..��,i1. a_ : .`�4 � FCI Constructors,Inc-GJ - - - ($12,779.00) Descdpion of Wo& Appliances FCI Constructors,Inc-GJ - - - - ($15 00) Description of Wodc Builders Risk Insurance FCI ConaWcas,Inc.-GJ - ($51.00) Dascnpllon of Work. General uabllty Insurance FCI Constructors,Inc.-GJ - ($60 00) Description of Work. Payment 8,Performance Bond Requested Days: 0 Total072,905.00) Ovm_Approval:i%S �s_ oats: G- >7 /7 This proposal Incudes work clearly itemized herein and attached subacnlractor quotes Should delivery of materlals effected by this change delay the work,time extension end General Conditions cost rights are reserved The right to cumulative impact mals is reserved This proposal is good for seven days from date of Issuance Pro/opafenager Printed on 6/8/2017 fel pm data Page