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HomeMy WebLinkAboutFire Station No. 3 Change Order, Martel Co.~~'~~~ TM ,... =~~-'~°= Document G701 - 2001 Change Order PROJECT: (Name and address) CHANGE ORDER NUMBER: Seven-Revised 2 Bozeman Fire Station No. 3 DATE: June 18, 2009 1705 Vaquero Parkway Bozeman, MT 59718 ARCHITECT'S PROJECT NUMBER:^, `'"'`0704 TO CONTRACTOR: (Name and address) Martel Construction CONTRACT DATE: 1203 South Church Bozeman, MT 59715 CONTRACT FOR: General Construction OWNER ^ ARCHITECT ^ CONTRACTOR ^ FIELD ^ OTHER ^ The Contract is changed as follows: (Include, where applicable, any undisputed amount attributable to previously executed Construction Change Directives) 1. Please See Detail Brea~.down Page 4~1 - $1,264.00 2. Please Bee Detail Breakdown Page ~~2 - $2,406.00 3. Please See Detail Breakdown Page #3 - ,4,160.00 $7,830.00 The original (Contract Sum) (Guaranteed Maximum Price) was The net change by previously authorized Change Orders The (Contract Sum) (Guaranteed Maximum Price) prior to this Change Order was The (Contract Sum) (Guaranteed Maximum Price) will be (increased) f~' g 2,682,319.00 $ 39,800.00 $' 2,722,119.00 7,830.00 by this Change Order in the amount of $ The new (Contract Sum) (Guaranteed Maximum Price) including this Change Order will be The Contract Time will be Fincrcxse~) (~r~erea~ec~}(unchanged) by ( )days The date of Substantial Completion as of the date of this Change Order therefore is unchanged $ 2,729,949.00 (Note: This Change Order does not include changes in the Contract Sum, Contract Time or Guaranteed Maximum Price which have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which case a Change Order is executed to supersede the Construction Change Directive.) NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONTRACTOR AND OWNER. William Hanson (ThinkOne) Travis Kabalin (Martel) ARCHITECT (Firm name) CONTRACTOR (Firm name) 101 East Main Studio One 1203 South Church Bn.~zeman, l~T 5-9-7? 5 Bozeman, MT 52715 AD RESS ADDRESS ~~~~~~~ BY (Signature) BY(Siguature William Hanson (Typed name) ~ •~~• ©y DATE Travis Kabalin (Typed name) ~ is'ay D E James Goehrung (City 8f Bozeman) OWNER (Firm name) 411 East Main ADDRESS ~~ BY (Signature) / /- Chrr's 1~r.~k~,(ski (~'yped name) ~-zz-zooR DATE CAUTION: You should sign an original AIA Contract Document, on which this text appears in RED. An original assures that changes will not be obscured. AIA Document G701 TM - 2001. Copyright ©1979, 1987, 2000 and 2001 by The American Institute of Architects. All rights reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA` Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. Purchasers are permitted to reproduce ten (10) copies of this document when completed. To report copyright violations of AIA Contract Documents, a-mail The American Institute of Architects' legal counsel, copyright@aia.org. ~ ® TM • ?r: =_ Document G701 - 2001 Instructions Change Order GENERAL INFORMATION Purpose AIA Document G701 is for implementing changes in the Work agreed to by the Owner, Contractor and Architect. Execution of a completed G701 indicates agreement upon all the terms of the change, including any changes in the Contract Sum (or Guaranteed Maximum Price) and Contract Time. Use of Current Documents Prior to using any AIA Contract Document, users should consult www.aia.org or a local AIA component to verify the most recent edition. Reproductions This document is a copyrighted work and may not be reproduced or excerpted from without the express written permission of the AIA. There is no implied permission to reproduce this document, nor does membership in The American Institute of Architects confer any further rights to reproduce this document. The AIA hereby grants the purchaser a limited license to reproduce a maximum of ten copies of a completed G701, but only for use in connection with a particular project. The AIA will not permit reproduction outside of the limited license for reproduction granted above, except upon written request and receipt of written permission from the AIA. Rights to reproduce the document may vary for users of AIA software. Licensed AIA software users should consult the End User License Agreement (EULA). To report copyright violations of AIA Contract Documents, e-mail The American Institute of Architects' legal counsel, copyright@aia.org. COMPLETING THE G701 FORM Description of Change in the Contract Insert a detailed description of the change or reference specific exhibits describing, in detail, the change to be made in the Contract by this Change Order. Include any drawings, specifications, documents or other supporting data to clarify the scope of the change. ` Determination of Costs Insert in the blanks provided, or strike out the terms in parentheses that do not apply, the original Contract Sum or Guaranteed Maximum Price; the net change by previously authorized Change Order (note that this does not include changes authorized by Construction Change Directive unless such changes were subsequently agreed to by the Contractor and recorded as a Change Order); the Contract Sum or Guaranteed Maximum Price prior to this Change Order; the amount of increase or decrease, if any, in the Contract Sum or Guaranteed Maximum Price; and the new Contract Sum or Guaranteed Maximum Price as adjusted by this Change Order. Change in Contract Time Insert in the blanks provided, and strike out the unused terms in parentheses, the amount (in days) of the increase or decrease, if any in the Contract Time. Also insert the date of Substantial Completion, including any adjustment effected by this Change Order. EXECUTION OF THE DOCUMENT When the Owner and Contractor, in occurrence with the Architect, have reached agreement on the change to be made in the Contract, including any adjustments in the Contract Sum (or Guaranteed Maximum Price) and Contract Time, the G701 document should be executed in triplicate by the two parties and the Architect, each retaining an original. AIA Document G701 T^^ - 2001. Copyright ©1979, 1987, 2000, and 2001 by The American Institute of Architects. All rights reserved. WARNING: This AIA®Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA®Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. Purchasers are permitted to reproduce ten (10) copies of this document when completed. To report copyright violations of AIA Contract Documents, a-mail The American Institute of Architects' legal counsel, copyright@aia.org. TM • s -_ Doc~n~ent 0701 - 2001 ~nst~~ctions Change Order GENERAL INFORMATION Purpose AIA Document G701 is for implementing changes in the Work agreed to by the Owner, Contractor and Architect. Execution of a completed G701 indicates agreement upon all the terms of the change, including any changes in the Contract Sum (or Guaranteed Maximum Price) and Contract Time. Use of Current Documents Prior to using any AIA Contract Document, users should consult www.aia.org or a local AIA component to verify the most recent edition. Reproductions This document is a copyrighted work and may not be reproduced or excerpted from without the express written permission of the AIA. There is no implied permission to reproduce this document, nor does membership in The American Institute of Architects confer any further rights to reproduce this document. The AIA hereby grants the purchaser a limited license to reproduce a maximum of ten copies of a completed G701, but only for use in connection with a particular project. The AIA will not permit reproduction outside of the limited license for reproduction granted above, except upon written request and receipt of written permission from the AIA. Rights to reproduce the document may vary for users of AIA software. Licensed AIA software users should consult the End User License Agreement (EULA). To report copyright violations of AIA Contract Documents, e-mail The American Institute of Architects' legal counsel, copyright@aia.org. COMPLETING THE G701 FORM - Description of Change in the Contract Insert a detailed description of the change or reference specific exhibits describing, in detail, the change to be made in the Contract by this Change Order. Include any drawings, specifications, documents or other supporting data to clarify the scope of the change. - Determination of Costs Insert in the blanks provided, or strike out the terms in parentheses that do not apply, the original Contract Sum or Guaranteed Maximum Price; the net change by previously authorized Change Order (note that this does not include changes authorized by Construction Change Directive unless such changes were subsequently agreed to by the Contractor and recorded as a Change Order); the Contract Sum or Guaranteed Maximum Price prior to this Change Order; the amount of increase or decrease, if any, in the Contract Sum or Guaranteed Maximum Price; and the new Contract Sum or Guaranteed Maximum Price as adjusted by this Change Order. Change in Contract Time Insert in the blanks provided, and strike out the unused terms in parentheses, the amount (in days) of the increase or decrease, if any in the Contract Time. Also insert the date of Substantial Completion, including any adjustment effected by this Change Order. EXECUTION OF THE DOCUMENT When the Owner and Contractor, in occurrence with the Architect, have reached agreement on the change to be made in the Contract, including any adjustments in the Contract Sum (or Guaranteed Maximum Price) and Contract Time, the G701 document should be executed in triplicate by the two parties and the Architect, each retaining an original. AIA Document G701 T^" - 2001. Copyright ©1979, 1987, 2000, and 2001 by The American Institute of Architects. All rights reserved. WARNING: This AIA®Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA®Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. Purchasers are permitted to reproduce ten (10) copies of this document when completed. To report copyright violations of AIA Contract Documents, a-mail The American Institute of Architects' legal counsel, copyright@aia.org. Think One Architects 05/01 /09 Page 2 RE: See attached Backup SUBJECT: ~ a2 '~I - ~/~C~ p ~ ~,q-G ,E '~ Z DESCRIPTION: See attached Backup BID BREAKDOWN: Revisions To Contractors Work See attached Backup o0 -a~.y:~ , __ ------ 2. ~ Z 2 S ~ Fee Structure: Construction Managemen t Fee 5.5% ~ 49 ~-a--33" i ~' Subtotal 3 ~g~3-J' ~ ~ --~ -I ~ 4~ Bonds & Insurance <` 1.45% ~:g3 ~ ~o ~~ Subtotal 3rd ~ Z, S ~1 6$ GRT Tax on all items 1 % 33.34 ~ ~. , z Calculated roposal Request ~436~-3~ ~ 2, $ 3q 7v ----- TOTAL CHANGE ORDE REQUESTED: g4a ~Z , ,~ C. ~. Go~T 0 2, 2ZS- REMARKS AND QUALIFICATIONS: ~/ ¢o _ ~ Z, 3 8 ~ ~~ (pfLT c~ ! 7~ ~ 23 g z ~ Z~ D !o T~- Z ~ ~~ 0 lQ- ~ ~ , S Q ~ ~ 0 ~ g ~ ~~ ,- 2 J p ~ ~ ~ ~ ~' s d ~3~ ~ ~ .~ ~~ 90 ~3 z~ • ~,I ,~ .~ ~ ~ Commission Memorandum REPORT TO: Honorable Mayor and City Commission FROM: James Goehrung, Director of Facility Services Jason Shrauger, Fire Operations Chief Chuck Winn, Assistant, City Manager SUBJECT: Change Orders for Fire Station #3 MEETING DATE: June 22, 2009 RECOMMENDATION: Authorize the City Manager to sign Change Orders #007 in the amount of $7,829.77, for Fire Station #3. BACKGROUND: The current schedule for Fire Station #3 and County 911 Emergency Communications Center, has the Fire side of the project completed by the first part of July. Change Order Number 007 if for multiple items which are detailed below. Change Order #007, Part 1, is in the amount of $1,264.00, with all mark-ups. This change addresses two items. Two additional recessed lighting fixtures were added in the day room. Now that the layout of the room is apparent, and the uses have been reviewed by the fire folks, two light cans were added in the amount of $354.20. The second items addresses changes to the material used on the east face of the Fire entrance tower. The original planned called for this side to be metal siding the other three faces were brick. The relationship of this tower face to the main roof of the building and the interface with the brick and the metal siding, had the potential to cause roof problems from winter snow accumulation. The difference to add the brick, with a credit for the metal is $815.00. Change Order #007, Part 2, is in the amount of $2,405.77, with mark-ups. This change addresses 5 items. There was a change to the water main connection and some by-passes that were installed that did not meet code. The change amount of $603.00 is included in the change order. Since submission the mechanical engineer has agreed to cover the cost of the design oversight. The engineer will reimburse the city for this amount, by check at a later date. Item 2 is the relocation of the backflow preventer for the irrigation system. Because of the screening berm on the east side of the property, the unit was moved inside the building so that it was out of sight. This costs has since been moved from the city side of the project to the county. The change was reduced by $401.50. Items 3 and 4 are related to additional site preparation and additional rebar for the generator pad and the fuel convault. These two items were owner provide items. The items were identified in the budget and provisions were made in the design to accommodate them. Final selection was made based on energy needs and fuel demand. The final selection of the items required modifications to the size of the pad and the amount of structural rebar that had to be installed to accommodate the weight and size of both units. The additional site prep was $425.00 and the additional rebar and placement was $727.00. Item 5 is for some ceramic the in the entry area. During the value engineering process a modification was made to the entrance. The specifications originally called for a walk off mat. The mat well was removed from the project and the cost saving put back in the project. During final pricing the well area was omitted by the the installer when they ordered tile. This dollar amount is for the the and installation of the the needed to cover the area of the walk off mat. Price is $470.00. Change Order #007, Part 3, is in the amount of $4,160.00. This change addresses 4 items. Item 1 is the placement of the dryer vent in the washroom. The original design for a surface mounted metal vent was rejected for aesthetic reasons. The cost for the change to pace the vent inside the wall is $779.00. The design team will reimburse the city for the cost of this modification at a later date. Item 2 is for the installation of an upgraded gutter system for the building. The original gutter was a lighter gage material with a narrow trough. Now that the roof is completed and some storm surges have been observed, the direction was made to increase the size of the trough, which means a heavier gauge of metal. The downspouts will also be sized up to accommodate the increased flow of water. This change will cover the gutters on both the north and south side of the engine bay area. Cost for this change is $2,298.00. Item 3 is for two gate latches on the service gates on the mezzanine. The mezzanine area in the fire bays will be used for training purposes and storage. Gates were installed so that materials could be easily lifted and loaded into the areas. Because of the activities taking place it was determined that for safety purposes a more substantial latch mechanism was needed to secure the gates. Cost for the modification to the latches is $322.50. Item 4 is for the brackets for the 6 overhead doors in the fire bay area. The doors brackets attach the door tracks and counterbalance spring to the wall of the building. The doors tie into an area of the wall in between the garage door opening and the cal-wal arches over the bay doors. In order to provide a more secure installation of the brackets, additional flanges were added so that more fasteners could be attached to secure the doors. The cost to modify the brackets was $448.86. FISCAL EFFECTS: Change Order #007 will be assessed against the contingency fund for the project. The contingency for the project is $134,461.00. With all the changes listed to date, and a full accounting of the construction budget at this time, the contingency balance stands at $83,858.57. As mentioned above the Mechanical Engineer and the Design Team will reimburse the city for two items listed in this change order. We will have $1,382.00 credited back to the project. ALTERNATIVES: As suggested by the City Commission. Respectfully submitted, James Goehrung Chuck Winn, Assistant, City Manager Director of Facility Services Attachments: Change order documents #007 Report compiled on June 17, 2009 L ~ O ~ L ~ ~ L ~ f0 Q! L V1 ~ Y L 3 ~ a~ ~ ;~ "~ C f0 ~ O O L f6 > ~ ~ i•+ ~ ~ Q ~ L V ~ ~ ~ y ~ L ~C fa C V ~ N f6 . O L N ~' L' ~ ~ ~ H N fC Q N ~ O "a M L p ~ ~O f0 ~ O O ~ p U ~ ~ f0 Q" ~ C ~ O v to ~ a~ ~n vi O ~ "O ~ ~ ~ ~ co N ~ ~ ~ ~ -te '~ }' ~ v " v ~ on ca a ~ c cNa = c • ~ v o c v cv O ~ =a - ~, - ~ ~ C ~ ~ H Y ~ i-I Q . ~ L ~ Q ~ X ~ ~ ~ ~ pZS *J _ Y .~ • .L L O N L O OA ~ . ~ N v ~ i~+ H N ~ L Q L ~ O ~ N O Vf O 7 H • ~ N N fE •L O ~ C 0 O Q ~ ~ ~ . Q ~ y M ~ L _O fC Vf ~, H C ` ~ O o 'L ~; ~ ~ y ~ a ~ > . ~ O ~ c~ ~ C vi ~ C ~ OZS U ~ v N .~ p CO0 ~ .Q- pZf i ~ • O ~ N C a+ N O " f6 4- Y OA ~ ~ L O V ~ 3 ~ O CO N ` 1 N L cu ~ ~ ~ ~ ~ a~ G1 to ~ oA Q ~ v v O 3 ~ ~ }' L ~ L c ~ fC v t c L _ - CLO ~ ` ++ O G O O • R v ' O N L ~ a " a.d fO L • 1 1 N 1 ~ j L O ~ a Q > ~ ° ° ° ° ~ ~ LJJ o o o o o o ~ ~ • ~/ O 00 , ~ N , ~ Q1 M O~ N , N 00 O ~ e-i 00 M ~ 00 ~ ~ 00 01 00 lD N t0 d~ O O ~7 I~ N O M ~ ~ •(/~ V? V} V? M ~ r-I ~ ~} O a .a OA ca C c0 4J L ~ }.I ~ i ~ ~ ~ 3 ao o ~ ~ L ~ C ~ -p O ~ C O ~ ~ ~ ~ N L ~ V .~ O ~ N M ~ In l0 I~ O N C L L L L L L L L Q~ ~ Q~ - Q) Q~ ' ~ ~ - ~ ~ >^ ~ >~ ~ ~ ~ a ~ a ~ o ~ ~ v v v 0 0 0 0 0 0 O O ~ ++ N 4J O GJ O 4J C1 N L ~ ~ ~ ~ ° ~ ~ ~ ~ ~ ~ ~ ~ 3 ~ C d s U .c U t U t U .~ U ~ U t U t U O o U v *' p U Think One Architects 05101 /09 Page 2 RE: See attached Backup SUBJECT: COR # 07 - P--~ v is ~p DESCRIPTION: See attached Backup BID BREAKDOWN: Revisions To Contractors Work See attached Backup Subtotal Fee Structure: Construction Management Fee Subtotal -- PA-G~ ~ Bonds & Insurance Subtotal GRT Tax on all items Calculated Proposal Request TOTAL CHANGE ORDER REQUESTED: 1,169.00 1,169.00 5.5% 64.30 1,233.30 1.45% 17.88 `~ 1,251.18 / 1% 12.51 / 1,263.69 $1,264 /~ REMARKS AND QUALIFICATIONS: 0 0 o U o ~ ~ ,~; ~ " c U h ~" ~ ~ i ~i i ~ I I ~ '. ~ o ° c ~ ~ c ~ i ~ i ~, i { ~ i ' a ~ i , . ~ ,~ v w n _ ~~ ~ , i E ~ I .,, t ; I ~ vj n i ~ ~ i vi I o ~ = ~ ~ I '~ ~ ~ a 7 C i ~ ~ ' ~ I 1 i ! ~ ~ ~ ~ ~ ~, ~ W ' i ~ C _ __ ~_ - ~ C .~ :~ i~ 7 ~ ~ j I ~I .~ ~ w ~ Q e+ 1. ~ 0 1 V Qr l~+ ~ I~ ~ _ ~ d H a ~ Vi ~}. o9 `~ ~ i Y9 4 i I 1 i 'l} O A ' ~ ~ f d ~ ~ ~ ~ ~~ ~ U ~ ~ I '" I~ ~ ~ G ~ 0 .; A o ~ ~ ~ ~ a ~ ~ :~ b ~ c ~ b a ~ ~ ~ ~ ~ ~ a 3 ~ u o ~ d +~"+ C c ~ a u A ~ ~ A Q r~ ~" W ~ E d .: O~ _R O H b ~yC~ V REQUEST FOR INFORMATION Fire Station No. 3 / 911 Center Our Pro'ect No. 08022/08023 To: ThinkOne Attn: Jay Mon•is FAX: 586-8470 FROM: Martel Construction, Inc. Bozeman, MT office FAX: 406-586-8646 Request No. 77 Request Date: 03!24/09 rade/Item: East side of FS Tower Brick. Cost Associated with this RFI? Yes Enclosures: Description of Request: Reference Detail: Please confirm that er on site conversations that the east side of the Fire Station Tower is to be brick. 'Thank You, Rectuired Response Date:03/26/09 Travis Kabalin C2ESPONSE Jay Morris DATE: 3/25/2009 Travis this is correct due to the outside corner and the roof sto a this area needs to be brick to tie in with the remainder of the brick could ou et us a ro osal for cost of this Chan e. cc: Office/File Jobsite Change Order Anderson Masonry, Inc. 7393 Highway 35 Status: Pending Bigfork, MT 59911-6115 Date: 03/30/09 Internal CO: AMC02 Internal Job No: MT416 Customer Job No: Martel Construction, Inc. (B) 1203 S. Church Ave Bozeman Fire Station-911 Cntr Bozeman, MT 59715 1203 S. Church Ave Bozeman, MT 59715 Attn: Travis Kabalin, Proj Mngr Owner CO No: Per RFI #77 Add Brick to East Side of Tower. ADD 1,215.00 Total this Change Order: 1,215.00 Original Contract: 363,477.00 Previously Approved Change Orders: 0.00 Revised Contract to Date: 364,692.00 Accepted Date: Accepted By: Please sign and return a copy as soon as possible 1 of 1 snapn~nnuf 7®1on1~ 101 E. Main Street -Studio One Bozeman Montana 59715 pn:406.586.7020 fx:406.586.8470 REQUEST FOR PROPOSAL No.16 Project Name: Fire Station #3 / 911 Center Location: 1705 Vaquero Parkway, Bozeman, Mt. 59715 Contractor: Martel Construction Owner: City of Bozeman / Gallatin County Architect: THINKONE 101 E. Main Studio one Bozeman, Mt. 59715 Please submit an itemization of costs for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. Note• This document does not serve as direction to proceed with the work described herein This is not a chance order. Written Description Of The Proposed Work: Please give a cost proposal to add the following; Add two D1 Fixtures in the soffit of the south wall of Day Room 134. Tie to Circuit 18 and switch with the other D1 fixtures on the same circuit. Attachments: yes 1. Architect/Engineer: ~tVt-f/ ~ By. Date: 3 i ~ ~+ K rtd AIR GAP ~ ,+ i ~~ U: _ I i, ~it ~~ i '~. ;' ~ ~D2 ,'! ~D2 ~:~ ,I~f o' 1a i ~ MEN'S ~' G 12B I ` hl L/JI 148 Ff[CE i. ~' :~, ~~ s ~ycXl:, ,.._ .. i Travis Kabalin From: John Edwards [johnedwards@littleappletech.com] Sent: Monday, April 27, 2009 9:22 AM To: Travis Kabalin Subject: RE: RFP. No.16 - 2 Fix Rm 132 -Circuit 18 & Sw w/ D1 Fixt Importance: High Travis - You are correct, the two lights that we are using are from the Dispatch Side. I will update the Pricing to reflect that! R;F~ #f1~6~ R;e~u~se~ J Pr~cln~ Travis - Subject: Revised Pricing for RFP #16 -Change To Dimmable Lighting Use of 2 Light Cans From the Dispatch Room We have to change these lights from D1 to D2. The reason is that the D-1 lights are not dimmable. We will have to go to the North Wall D-2 Lights and tie into that circuit. Material: 2 Can Lights From Dispatch Room @ $20.00 Each: $ 40.00 MC Cable, Connectors & Clamps: $ 22.00 Y Labor = 4 Hrs @ $65 P/Hr 260.00 Subtotal $ 322.00 - Profit Pricing @ 10% $ 32.20 - Overhead Pricing @ 5% 16.10 Total Revised Pricing $ 354.20 John A. Edwards Master Electrician /Owner Todd N Toby Electrical, LLC v. (406) 285-3127 c. (406) 580-3127 e-fax. (208) 361-7568 `"" This a-mail is intended solely for the person or entity to which it is addressed and may contain confidential and/or privileged information. Any review, dissemination, copying, printing, forwarding or other use of this a-mail by persons or entities other than the addressee is prohibited. If you have received this a-mail in error, please contact the sender immediately and delete the material from your computer. Opinions, conclusions and other information in this message that do not relate to the official business of Todd N Toby Electrical, LLC shall be understood as neither given or endorsed by it. Think One Architects 05/01 /09 Page 2 RE: See attached Backup SUBJECT: --~9R~6'S-- ~D2 ~"~ - ~/~sEA DESCRIPTION: See attached Backup BID BREAKDOWN: Revisions To Contractors Work See attached Backup Subtotal 3,115.00 Fee Structure: ~ Construction Management Fee 1 Z Z ~`~ ° 5.5% ~~-3~" 14`F 49 Subtotal Z 3 ~ ~, y o ~,2-~G~3 ~ Z ~ -1 ~ 149 Bonds & Insurance 39 0 1.45% A~6'S Subtotal --~-' y~S 3..33-gg GRT Tax on all items 2-- 3 S 1 % 33.34 Calculated Proposal Request Z .3~;35~-3~' ~---- TOTAL CHANGE ORDER REQUE~:-"-"~~~~~ 7 ~ `~ Z~ °~~ ~~ ----'~~G1 ~ ei ~ 40 ~4 d Z. , `d I I ~~.$., ~ Zg ~? ~ 2,83q'? .___---- ~2, g¢v REMARKS AND QUALIFICATIONS: ~~~ ~~ ~ ~ r~ r ~ 41 ~ ~U `~ V ~~ ~ ~ 4 ~U ~~ cal p N ~ ~' (~ N ` ~J 0 0 0 ~n m ~ ~ - e o H \ ~ ~ - - - - i ~ ~ ~ ~ ~ - t ~o .E a ~ ~ , ~ ( ; ~ ~~ , - ~ ° ~ ~ -., ~~ ~~ ~_ _ - - { g ; o i ~ T ~ ~I cv i ~ ~ cv ~ ce w cv j n~ ~ ! j ~ ~ .~ ,~ W 5 x ~ ~ I i ~ m C y ~ e '~ b 0 0. U ,~ ~ R ~.I CC ~ I ~ ° i ~ ~ _ b ~ ~ ~ ~ ~~ ;~ ~ ~ i y ~ I j I, _ b ~ i ~ ~ , Q I o ~ ~ i V o W K ~ ~ ~ ~u 3 U ~ \ ~ ~ ` ~ O ~ i ~ v N w ° ~ ~ ~ ~ ~ 2 ~ ~ i ~ I I \ ~ ~ ~ ~ ~ ~ ~ ~~ ~ K ~ _ yy q m ~ 'O q ~ ~, ~ ~ ~ v C 'p . ~ U ~ q o 4-i p a ~ G U ~ q .p Y q b o J O F4 C4 ~i ~ ~ ~ ~ d b q v ~ a ~ ~ U° '~ ~ . ~ ~ K .~ o ~ ° F .~ .U p A ~ W ~ ~ 'v 'a o ~ ~ ~ ~ o Y{ Ca c e W ~ ~" W A ~ . . v d :~ ¢ ~ U ~ a v 3`I 3 ~ H r~" zr25~as Martel Construction Attn: Travis Kabalin 1203 S. Church Bozeman, MT 59715 Phone 406-586-8585 Fax 406-586-8646 911 Fire Station (8125) RFP-004 Water Service Revsion Subcontractors: Air Controls Electro Controls RGO Pro Insulation a Subtotal-Subs Overhead Subs Subtotal-Subs-w Ott Profit Subs Subtotal-Subs-w OH 8 Profit Material Labor Direct Job Costs Subtotal warhead Subtotal w OH Profit Subtotal w OH & Profif Subtotal Subs & Material, Labor, Direct Job Costs BOND GROSS REG TAX Total 10.00% - 5.00°~ - 680 315 49 1,044 10.00% 104 1,149 5.00°~ 5l 1.206 1,206 0.00°/° - 0.00% - 1,206 Sincerely, Kevin Scott EstimatorlProject Manager ~1 ~/~'~~ Wtlliarns Plumts}ng. Heating & Utilities. InC. . EiOX 1 O . 2131 Industrial Drive . Bozeman, 1T1' S~)7 ~ , /T (40fi} 587.09G9 ` (~~#Y (4()fii ;i85-94STf ~._,~„~.-% - -- REQUEST FOR INFORMATION Request No. 84 Fire Station No. 3 / 911 Center Request Date: 04/07/09 Our Pro'ect No. 08022/08023 TO: ThinkOne Attn: Jay Morris Trade/Item: FAX: 586-8470 Water Meter FROM: Martel Construction, Inc. Cost Associated with this RFI? Bozeman, MT office Yes FAX: 406-586-8646 Enclosures: Descriution of Request: Reference Detail: The water meter installation detail shows as b ass on the drawin s. The buildin ins ector is not allowin this. Please clarif wh the b ass was shown and if the ro'ect will receive a variance for this install. Thank You, Required Response Date: 04/09/09 ~ Travis Kabalin RESPONSE DATE: 4/8/2009 The b ass was shown because the water meter has to be serviced b the Ci Meter De artment and this facili is su osed to be runnin 24/7. However, Ed Michalson from the Ci of Bozeman Water Meter De artment does not a ree. He is re uirin that we take out the b ass. Also he thinks we are introducin a hi her hazard with the fire de artment and is re uirin a reduced ressure backflow reventer atts 009 instead of the double check backflow reventer Watts 007 t icall re uired b the Ci Please install the water service er the attached drawin .Ado le turn around will be allowed in the assembl because of the s ace limitations of the room where the water service enters the buildin . cc: Office/File Jobsite R NEAREST FOUNDA710N WALL TO CURB STOP y CURB STOP AND BOX '..r SEE DETAILS A k B BELOW WATER MAIN 6.8' MIN. COVER - •~~ ~3'. WATER SERVICE LINE STUB O WATER SERVICE UNE---{ ( D DRAWING 02680 8 INSTALLED BY CUSTOMER (SERVICE APPLICATION k PLUMBING PERMR REQUIRED) NOTE: METER SFLED SAME AS INCOMING UNE-Nb EXCEPTIONS. FOUNDATION BACKFLOW PREVENTION ASSEMBLY WALL (AS REQUIRED) 1'MIN./2' NA% SERVICE UNE '~ ~ ANGLE STOP BACKFLOW PREVENTION ----1' MI ,/2' MAX TO DOMESTIC METERr ASSEMBLY (AS REQUIRED) FlXTURES FOUNDATION r f TO DOMESTIC WALL \ A FlXTURES " r '. ~ •' . - DOWNSTREAM \ SHUTOFF „ DOWNSTREAM 1' MIN., SHUTOFF rr 2' MAX M~Rr 1' MIN. FLOOR ANGLE STOP OR STRAIGHT STOP .i *METER SAME SIZE AS INCOMING UNE-NO EXCEPTIONS METER MUST CONNECT DIRECTLY TO ANGLE OR STRAIGHT STOP ANd QUARTER-BEND COUPLING BACKFLOW DEVICE (1 1/2' do 2' SERVICES ONLY) **DOWNSTREAM SHUT OFF VALVE MUST BE SEPARATE FROM BACKFLOW DEVICE AIL B DETAIL A TYPICAL FLOOR PENETRATION (N.T.S.) (CRAWL SPACE) TYPICAL WALL PENETRATION (N.T.S.) IN ON QUIREMENTS: 1. WATER SERVICE UNE INSTALLATIONS SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF BOZEMAN WATER SUPERINTENDANT. 2. SERVICE LINES SHALL BE TYPE K COPPER FOR 3/4", 1', 1 1/2", AND 2" SERVICES. SEE STANDARD DRAWING N0. 02880-12 FOR 4" AND LARGER DOMESTIC SERVICE LINES. SERVICE ONES BETWEEN 2' AND 4" ARE NOT ALLOWED. 3. STRAIGHT COPPER TUBING SHALL BE USED FOR 1 1/2" AND 2" SERVICES. 4. SERVICE LINES SHALL BE BEDDED 3" UNDER AND OVER THE PIPE WITH SAND. NATNE MATERIAL MAY BE USED AS BEDDING IF R CONFORMS TO THE REQUIREMENTS OF MONTANA PUBLIC WORKS STANDARD DRAWING 02221-2 AND DOES NOT CONTAIN ANY MATERIAL LARGER THAN 3/4". 5. PROVIDE FLEXIBLE, WATER TIGHT CONNECTION FOR ALL WALL OR FLOOR PIPE PENETRATIONS. 8. METERS SHALL BE INSTALLED BY THE CITY WATER DEPARTMENT AT CUSTOMERS' EXPENSE. 7. NO SERVICE LINE SHALL BE BACKFlLLED UNi1L R HAS BEEN INSPECTED AND APPROVED BY THE WATER DEPARTMENT. 8. CONTACT CTTY OF BOZEMAN WATER DEPARTMENT FOR APPROVED UST OF COPPER CONNECTIONS. 9. WATER SERVICE UNE MAY BE REDUCED TO A SMALLER SIZE THAN THE WATER SERVICE STUB. REDUC110N MUST BE MADE WTTHIN 1B" OF CURB STOP , 10. METER, BACKFLOW PROTECTION, AND INCOMING SERVICE LINE MUST ALL BE THE SAME SIZE. WATER SERVICE LINE CITY OF BOZEMAN SCALE: NO. 02660-15 NONE FROM CURB STOP TO BUILDING DeC 2003 STANDARD DRAWING . (LINES 2" AND SMALLER) Rev. A ril 2006 Travis Kabalin From: Bill Hanson [bhanson@think1.com] Sent: Monday, April 20, 2009 4:54 PM To: Travis Kabalin Subject: FW: [QUARANTINED BY MMI IS&T] Attachments: image001.jpg Here is the latest. From: John Alston [mailto:JAlston@BOZEMAN.NET] Sent: Monday, April 20, 2009 12:01 PM To: Jason Shrauger Cc: Bill Hanson; Ed Michalson Subject: RE: [QUARANTINED BY MMI IS&T] Jason, We want a RP assembly in keeping with the level of protection that we have mandated for both of your existing stations. We have taken an conservative approach given the foam that is carried on your truck and the filling of water to your tanks which is considered an non potable holding tank. I noticed that UPC was quoted and saw that paragraph 603.1 was nat mentioned that gives local authorities the approval of devices and assemblies. Also Bozeman Municipal Code 13.12.322 gives myself authority to require facilities to have protective devices and to a level that we feel protects the drinking water. At no time was our office contacted to see what level would be required if they had we would not be discussing this today, if you think a meeting is in order Chief we will be there. John. From: Jason Shrauger Sent: Monday, April 20, 2009 11:08 AM To: John Alston Cc: Bill Hanson Subject: FW: [QUARANTINED BY MMI IS&T] John, Take a look at the below emails and let me know where we are at with the backflow on Station III. 1 would be willing to set up a meeting if that is at all needed. I am not up to speed on the issues related to this so any help you could provide would be much appreciated. If we are good to go then nothing needs to be done. If we are not good to go then I need to get on this. The main issue is I am trying to figure out if this issues is Engineering related/MMI or not. Thanks, Jason From: Bill Hanson [mailto:bhanson@thinkl.com] Sent: Monday, April 20, 2009 10:48 AM To: James Goehrung; Watson, Larry; Jason Shrauger; Hess, Ben Cc: Travis Kabalin; Jay Morris; Rusty Harris Subject: FW: [QUARANTINED BY MMI IS&T] Team, I have been chasing this water service issue for the past few days. Below is the response from MMI on the original design. I am not sure whether an on-site meeting with the Bozeman Water Department is warranted. Obviously the Bozeman standard is clear; however there are code accepted alternate installation options. Bottom line, if the City of Bozeman Water Department is not interested in discussing this further, we will change it at no cost to you. Let me know how you would like to proceed. Bill From. Brian Solon [mailto.bsolan@m-rn ~.~~.,.w . ~..,~, .,....~ ...rr~ a..„~,,~ .,.,.~~,..m ~~ ~ . ,~ .net] Sent: Sunday, April 19, 2009 4:31 PM To: Bill Hanson; Kurt Keith; Jen Burgett Cc: Jay Morris; Tom Heinecke; Brad Kastelitz Subject: RE: [QUARANTINED BY MMI IS&T] Bill, I visited the site late Friday to look at the installation. There are three separate issues involved with the current installation and change order for the water service. The first being the bypass, the second being the type of backflow prevention required and the third being a pressure relief valve and strainer located before the water meter. The water service design for the Fire/911 center was designed according to the Uniform Plumbing Code (UPC) and the intent of NFPA 1221 (continuous service to the building). Bypass The intent of the bypass assembly design was to ensure uninterruptable water supply to the emergency facility, similar to the power, heat, cooling and communication requirements (NFPA 1221) of the facility. We felt that a Fire Station required continuous water for the truck fill hose bibs, etc. A bypass of the water meter (with a locking shut off valve) is required in municipalities throughout the state (Helena, Kalispell, etc.); however the City of Bozeman's Standard Drawing No. 02660-15 for water service lines (attached) does not include a bypass around the meter. We called for a bypass around the meter in our design (to try and meet the intent of uninterruptable water service), but the City of Bozeman does not require it. We recommend removing the bypass to conform to the City of Bozeman Standard. Morrison-Maierle, Inc. will pay for the removal of the bypass. Backflow Prevention The City of Bozeman's Standard Drawing No. 02660-15 calls out for "BACKFLOW PREVENTION ASSEMBLY (AS REQUIRED)". It does not specifically call out what type of backflow prevention is required. The Uniform Plumbing Code Table 6-2 identifies the types of backflow prevention and when the different "Degrees of Hazard" trigger the type of backflow prevention. The different degrees of hazard are Pollution-low Hazard and Contamination-High Hazard. The definition of these is as follows (UPC Section 205.0 & 218.0): • Pollution - An impairment of the quality of the potable water to a degree that does not create a hazard to the public health but which does adversely and unreasonably affect the aesthetic qualities of such potable water for domestic use. Also defined as Low Hazard. • Contamination - An impairment of the quality of the potable water that creates an actual hazard to the public health through poisoning or through the spread of disease by sewage, industrial fluids, or waste. Also defined as High Hazard. The water service design for this facility that was designed assumed that the building was a Low Hazard facility. The reasons for this designation are as follows: • The 911 Center water system consists of serving typical restroom and break-room type fixtures. All of the fixtures are equipped with air-gap backflow prevention or vacuum breakers (at exterior hose bibs). There is no or very Tittle potential for pollution of the domestic water system. • The Fire Station water system consists of typical restrooms, showers, kitchen, laundry, and fire truck filling stations. All of the fixtures are equipped with air-gap backflow prevention or vacuum breakers (at exterior hose bibs). There is no fire foam mixing systems or chemical systems in the facility that would warrant a High Hazard -Contamination designation. • A separate (secondary) backflow preventer (BP2) was designed and provided for the make-up water to the boiler/ground source system. This connection does warrant a High Hazard designation because of the connection to a glycol filled system. For the above listed reasons, the facility was determined to be aLow-Hazard designation and the backflow prevention was called out to be a Dual-check system as designated by the UPC Table 6-2. The City of Bozeman Water department requested the Reduced Pressure Principle backflow prevention after the Dual-check system was installed. While the use of a Reduced Pressure Principle Backflow preventer is acceptable, it is not required by the UPC. During the design and value engineering process budget was a priority and a Reduced Pressure Principle preventer increases the cast of the water service. I suspect that the bulk of the change order cost is related to the cost of a Reduced Pressure Principle backflow preventer. Pressure Reducing Valve and Strainer The design detail provided and the current installation of the water service show a strainer and a pressure reducing valve prior to the water meter. Both of these items were designed to protect the domestic water system (including the meter) from sediment and excessive pressure fluctuations. These items are also required in other municipalities (Helena, Kalispell). It is our opinion that these are of added value to the system (specifically in the location they are in), but if the City of Bozeman would like to remove these items as it does not follow their design standard, Morrison-Maierle, Inc. will pay for the removal and replacement. In closing, the service that was designed meets the UPC, however it does not comply with the City of Bozeman design standard drawing in two areas. The intent of the changes made to the standard design drawing were to provide the fire station with uninterruptable water service and to protect the water meter from sediment and pressure damage. Please let me know if you have any other questions, or if I can provide any more information. Thanks. Brian A. Solan, P.E. LEER AP Morrison-Maierle, Inc. 1 Engineering Place PO BOX 6147 Helena, MT 59604 cell/ 406-422-9329 office/ 406-495-3449 email/ bsolan~m-m.net web/ www.m-m.net From: Bill Hanson [mailto:bhanson@thinkl.com] Sent: Friday, April 17, 2009 2:24 PM To: Kurt Keith; Jen Burgett; Brian Solan Cc: Jay Morris Subject: [QUARANTINED BY MMI IS&T] Importance: Low Kurt and Company, Yesterday I spent a few hours on-site at the fire station. We had a chance to discuss the water meter issue and I have a clearer understanding of what the City of Bozeman's issues are. Attached is a copy of the City of Bozeman standard installation for water meter/backflow preventer assemblies. As you will see the meter is in a completely different location, right at the incoming service connection point. In the schematic shown on the drawings the meter is in-board, after a number of items. In addition, we showed the bypass loop, which they do not allow. It appears to me that our schematic was considerably different than the city standard, and may actually not meet code. need a response from you that clearly defends the schematic on the drawings. If you discover that the schematic is not defendable, I fully expect the owner will want the design team to pay to rework the water service. In this case MMI will have to cover the costs. Look this over and give me your response. Bill GhinK Bill Hanson 101 E. Main -Studio One Bozeman, MT 59715 ph: (406) 586-7020 fx: (406) 586-8470 mailto:bhanson(a,think] .com ~.~. ~. _..~,.,,,,, , ,,,,,, „_, ~ ,.... ,m~, ,, ~.r,~.r, M.~~,~,,,, ~r, , ~,,~ ~E~is con~€nu~~iratier is tl~e propej~ty e` fu1c,risr~n °~iaierfc, Ene,, ane! onay cnntaii~ car~fidcntial ~r pnvilege;tl in~orrriatsen. Un, h~ ~ ,ti use ~rf ?'~ ~ ;imi ~ ~. stri,tly fsre,E~6ik~it~d and may he s~nla~rful, if yoi€ haue re;cc~iu~d fihis cammi~~nid,ats~n ire error, please ianm~aiiat~;ly nr~tity the ~ :r ray re~aiy e~~n :~u1 dE ray tF~a,ies ~F tine csmm~anic~at€e7~~ a~~d any at ~c€; ~ • ~- ~ `I s r ~~~~ 'fir:"~ ~ Plumbing ~ Heating • Utilities '`~~-'"-'`„_ ~,.-_~'~ (nt:e~r%t~ Comm4~an¢n,t ~ Gr~rnm,wn~t~ Apri127, 2009 Martel Construction Attn: Travis Kabalin 1203 S. Church Bozeman, MT 59715 Pnone 406-~s6-asa5 Fax 406-586-8646 911 Fire Station (8125) RFP-006 Irrigation Service Subcontractors: Air Controls Electro Gonirols RGO Pro Insulation 0 Subtotal-Subs Overhead Subs Subtotal-Subs-w OH Profit Subs Subtotal-Subs-w OH ~ Profit Material Labor Direct Job Costs 5 ubtotal Overhead Subtotal w 4H Profit Subtotal w QH ~ Profit Subtotal Subs ~ Material, Lobar, Direct Job Costs BONG GROSS REC TAX Total Sincerely, 10.00% - 5A0°h - 383 270 42 695 10.00% 70 785 5.00% 38 803 .~.._ 803 Q.{]Q% - 0.00°,6 - ~_ 803 iK-=- Kevin Scott Estimator/Project Manager ,~~jk~, ~. ~Y}Illams Plumbing, NC~rin~ & t,}tiliti6s. [riC. ., Eiox 1() w 2 l3 r [ndustriat Drive + Bozeman, ~tiT St?715 ~, (4()fS) 587.O~)6~) ~ PA\ {40G} 585.9458 ~ REQUEST FOR INFORMATION Request No. 88 Fire Station No. 3 / 911 Center Request Date: 04122/09. Our Pro'ect No. 08022/08023 TO: ThinkOne Attn: Jay Morns Trade/Item: FAX: 586-8470 Alternate Backflow Preventer-Irri ation FROM: Martel Construction, Inc. Cost Associated with this RFI? Bozeman, MT office Yes FAX: 406-586-8646 Enclosures: Description of Request: Reference Detail: The s ecified Irri ation backflow reventer is re uired to be 12" above the hi hest s rinkler head on site. This laces it 5' up on the wall. Would it be acceptable to use a Watts 009QT 1 I/2" or a Wilkins 950 XL 1 1/2" and install in the riser room. There is an added cost because it needs to be vented into a floor drain, but will look better than on the exterior of the building. Please advise. Thank You, Required Response Date: 04/24!09 Travis Kabalin RESPONSE DATE: 4/22/2009 A Watts 009QT 1-1/2" would be acceptable if the City/County would prefer the backflow preventer inside the building. Provide a price to change the Watts 800M4FR to a Watts 009QT and locate inside room Fire Sprinkler 150. The new backflow reventer will need a drain i ed to the floor sink inside the room. Brian Solan cc: Office/File Jobsite ;x.14 ~ ~ .: 406.582.9841 408.58?.9843 simeaanstCmmar~tana.com nnruuty~ aoosess sra~sr ~wr~~+ESs 7720A Shedhorn 140 Bozeman, -vl°E' 59718 190 Hamshorn Drive Bateman, T 55718 CONSTRUCTION April 27, 2009 Martel Construction, Inc. Travis Kabalin 1203 S. Church Ave Bozeman, MT 54715 RE: Generator - Convault RFI 81 cost response. Hi Travis: After further review of your request for additional costs associated with increasing the size of the generator pad and convault at the 9I 1 center project, we .offer the following: 1) Perform additional excavation, grading, and bedding gravel installation to accommodate the increased size ofthe aforementioned concrete.elements. Our lump sum. additional cost is $850.00. Please feel free to contact us should you have questions regarding this additional cost. Sincerely, ,~~,~~ ~ ~~ ~ - r Sime Construction, Inc. Knox W. Pilati Rpr 13 09 01:42p Superior Concrete 4065820420 p.l i~c~f2~r,~ri "~' ~ ti ~'~Dl ~ ,jr :: />>" ~~L; ' ~G- G~sJ-R y.l ~`i. ft;, rtA~ o~ ~?tfl~cr G~1 ~ ~ - J~~~~ ,~ " ~ OWNER ;. ~ ~ CONTRACTOR ~~~ '~~~ ~~~ The fallowing h _ . ~ _.~ r ~ ~,--,-,. ~ ?..~ ~ v .M.,~-* i ~ . C ante: ~~°. l:c~iQ ~'--~ :~%L~ - i.':~ _~~ ~ .a i_s tr'.. 7uStification: /~ a~, O~i . ° ~~ G iLti ' ~~-~ :f{~ f ~Cn'~~c~ ~ -~ ' ~ inc. Change to CONTRACT PRI.=c.: r Original CONTR.AC'i' ?'RACE: ` ,~ ~ ~~ ~ Current CONTRAC''' PA~~F adjuster by ;:F?ti'So31S C~i..'~~GE ORr?~R:$~ The CONTRACT PRICE r'~n o ~.__ '..'_~~~ L•~-~~ 1i_ ~~~ _-°=~ ~') ~detireaseti) by: $ ~,.,5-~," ~~ The necv COt~1'I'RACI' YY.<<:= l~~c?~•~~^~ ~~?~ C~I.~~GE ;.j ~i=.:.t: ~~i?I be ~ ~ ~ ~/ a~ CHANGE of CO~?~cAL T u~•~= The CONTRAC'?' T~~~ ~~:~' ~e ...,._~s°..,~ _;.~~..:~_.~.=,.--. -. ~~a.encz- c~ys_ The dale for comple~~ian of ~t~ ~cr'r. ~k'_ be Recommended by: Ordered by: Accep ieci b y i~atel. Travis Kabalin From: Rich Damjanovich [rfloor@bridgeband.com] Sent: Wednesday, March 04, 2009 1:13 PM To: Travis Kabalin Subject: 911-fire station add ceramic Travis 911-$580.00 Fire-$470.00 Thaks Rich Think One Architects 05/08/09 Page 2 RE: See attached Backup SUBJECT: ~o ~ ~ -7 - Q.£~ iS~-~ - ~~~ .#3 DESCRIPTION: See attached Backup BID BREAKDOWN: Revisions To Contractors Work See attached Backup 3,848.00 Subtotal 3,848.00 Fee Structure: Construction Management Fee 5.5% 211.64 Subtotal 4,059.64 Bonds & Insurance 1.45% 58.86 Subtotal 4,118.50 GRT Tax on all items 1% 41.19 Calculated Proposal Request 4,159.69 TOTAL CHANGE ORDER REQUESTED: $4,160 REMARKS AND QUALIFICATIONS: i r4~ O v M .~ 0 F L V Travis Kabalin From: Brett Karlberg (bkarlberg@gwestoffice.net] Sent: Monday, May 04, 2009 8:28 AM To: Travis Kabalin Cc: Zisch Office Subject: RFP #18 Travis, Worst case, RFP #18 would require reinstallation of wallboard removed to install dryer vent pipe and dryer box. Wallboard then is to be finished smooth, putty coated, and repainted with two coats of paint. Materials: $30.00 Laboar: $190.00 OHP: $30.00 Toatal: $250.00 Brett Karlberg Estimator/ Operations Manager Zisch Drywall and Paint, Inc. 406-580-9119 bkarlberg(c~gwestoffice. net Travis Kabalin From: John Edwards [johnedwards@littleappletech.com] Sent: Tuesday, April 28, 2009 10:29 AM To: Travis Kabalin Subject: - RE: RFP #18 Importance: High Travis - FYI - Todd N Toby Electrical expects a charge of approximately $240.00 per conduit that we might encounter. Thank-you! %23+~2~2 John A. Edwards Master Electrician /Owner Todd N Toby Electrical, LLC v. (406) 285-3127 c. (406) 580-3127 e-f'ax. (208) 361-7568 *** This e-mail is intended solely for the person or entity to which it is addressed and may contain confidential and/or privileged information. Any review, dissemination, copying, printing, forwarding or other use of this a-mail by persons or entities other than the addressee is prohibited. If you have received this a-mail in error, please contact the sender immediately and delete the material from your computer. Opinions, conclusions and other information in this message that do not relate to the official business of Todd N Toby Electrical, LLC shall be understood as neither given or endorsed by it. From: Travis Kabalin [mailto:tkabalin@martelconst.com] Sent: Monday, April 27, 2009 8:19 AM To: John Edwards Subject: RE: RFP #18 John, Please coordinate with Dave on site. I am sure we are to proceed with the change. Have Toby get with Dave so he can call Jay and let the architect know exactly what we are up against. Thanks, Travis Kabalin Project Manager LEED AP Martel Construction, Inc. v. 406-922-5520 f. 406-586-8646 c. 406-599-3155 tkabalinCa~martelconst.com From: John Edwards [mailto:johnedwards@littleappletech.com] Sent: Monday, April 27, 2009 8:19 AM To: Travis Kabalin Subject: RE: RFP #18 Importance: High Travis - OSJa4J09 03.35PM ~1ILLIAMS FLUMB 406~87051g ~,.J, . E?lt.trr~~~:>ir~~ • 4-~c:~atir~~ • t_;til'rtEt;s '-..,_.w..:,~~~ l~te,9rit:~q "' Comm~tinent ~ Con-atikn~tt,y May 4, 2009 Martel Canstructlon Attn. Travis KabatEn 1203 5. Church Bozeman, MT 59!15 Phone 406-586•$585 Fax 406•x86-8646 911 Fire Station 48125) RFP-007 Rdroule Dryer Vent Subcontractors: Air Controls Electra Controls RGO Pro Inruiation 0 Subtotal-Subs Overhead Subs Subtotal-Subs-w OH Profit Subs Subtotal~Subs•w OH 8c Profit Materaa! i.abor Direct Job Costs Subtotz~l Overhead 5ubtota! w OH tarOfit Subtotat w Ohs & Profit 9ubtota! Subs & Material, l-abor, Direct Job Costs BOND <af2OS5 REC TAX Tota! 5incsrely, p. 01 250 2 10.00% 25 275 5,00% 14 ~~ 10.00°/a - 289 5.00% - w,r 2t39 0.00% - 0.00 Kevin Scott Estimator/Project Mangger Wiftiarns i'turt-3~ing. F#~"ar-n~ ~ l hiifrltti, [~u°. „ t3ox r0 , 2 t:.l 1 trtcltrslrial t)rivc ~ tiozemz~n, A1rt' t5!~~ s:s (4Ufi) ,5N7•E)~lfi~) • t'r\Y (#Oti) r8•-f.1¢SS -~„ Custom 11 Manufacturing 5601 Monforton School Road Bozeman, Mt 59718 Bill To Martel Construction 1203 S. Church Bozeman, MT 59715 Invoice Date Invoice # 5/6/2009 6646 P.O. No. Terms 911 Center Net 30 Item Description Qty Rate Amount Build and install two latches in gates Shop Labor 2 60.00 120.00 Materials 1 15.00 15.00 Portable Labor 2.5 75.00 187.50 ~r~~i#;I I;CiIS?`~uG~l~ 1, Irv. TOt1 ~ $322.50 Please pay from this invoice. "Accounts not paid within 30 days are subject to a 1.5% " payments/Credits 00 0 monthly finance chazge. $ . In the event of default the customer will be responsible for legal and collection fees. Balance Due $322.50 Phone # Fax # 406-586-6809 406-586-2590 Custom II Manufacturing 5601 Monforfon School Road Bozeman, Mt 59718 Bill To Martel Construction 1203 S. Church Bozeman, MT 59715 Invoice Date Invoice # 5/6/2009 6645 P.O. No. Terms 911 Center Net 30 Item Description Qty Rate Amount Overhead door brackets Shop Labor 5.5 60.00 330.00 Materials 6 7.65 45.90 Materials 9 4.78 43.02 Materials 3 0.95 2.85 Materials 4 5.10 20.40 Materials 3 2.23 6.69 ~` t:. t, ..... is . 4 M~i"I81 tGQilvliL' IE13t~, ~(ILe TOta~ $448.86 Please pay from this invoice. "Accounts not paid within 30 days are subject to a 1.5% " pa menu/Credits 0 0 y monthly finance charge. . 0 $ In the event of default the customer will be responsible for legal and collection fees. Balance Due $448.86 Phone # Fax # 406-586-6809 406-586-2590 P.O. Box 17227 SUMM/T ROOF/NG~nc., Missoula, MT 59808 Phone 406-829-9100 Fax:406-829-8450 TO: Martel Construction CHANGE ORDER REQUEST DATE: 5/6/2009 CHANGE ORDER #: 3 JOB NAME: 911 Center /Fire Station JOB #: WE HEREBY PROPOSE TO MAKE THE FOLLOWING CHANGES: Change Seamless gutters and downspouts over apperatus bays to 24 gage $1,968.00 prefinished shop fabricated gutters and down spouts Conductor heads to be fabricated from 24 Gage prefinished metal Upgrade remaining seamless gutters and downspouts to 6" from 5" $660.00 WE AGREE HEREBY TO MAKE THE FOLLOWING CHANGE SPECIFIED ABOVE AT THIS PRICE $2,628.00 PREVIOUS CONTRACT AMOUNT: REVISED CONTRACT TOTAL: Summit Roofing Inc. DATE Bill Johns /President PRINTED NAME/TITLE ACCEPTED BY DATE PRINTED NAME/TITLE