HomeMy WebLinkAboutChange Orders 3, 5, 6, 8, 10, 14 and 19, Intermodal Facility i�
Commission Memorandum
REPORT TO: Honorable Mayor and City Commission
FROM: James Goehrung, Director of Facility Services
Chuck Winn, Assistant City Manager
SUBJECT: Change Orders numbers 3, 5, 6, 8, 10, 14, and 19 for the Bozeman
Interinodal Facility
MEETING DATE: November 16, 2009
AGENDA ITEM TYPE: Consent
RECOMMENDATION: Authorize the City Manager to sign Change Orders for the
Downtown Bozeman Intermodal Facility in the amount of $80,768.69.
BACKGROUND: After the opening of the garage there were multiple change orders
submitted by the construction manager that were under discussion with administrative staff.
Staff has since had a number of meetings with the contractor and design professionals to
determine which components of the change orders might be attributed to the contractor, the
architect and which were the responsibility of the City.
The total for the changes amounted to $91,841.25. The construction manager has agreed to cover
a portion of the cost of these changes so the city's billing is for $80,768.69
Change Order #003 A portion of this change order was addressed back in April. The balance
on this change addresses site related work. Cost of this change is $44,151.25.
Change Order #005 Is for additional structural steel associated with brick ledgers, and stair
towers. The original request for this change was $15,825.62. The construction manager has
agreed to cover $5,275.28 of the change, leaving a balance of $10,550.72.
Change Order #006 Is for the cost of the truncated cones and color change material required
by the Americans With Disabilities act on all transitional points in the garage. The areas include
all ramps leading from the entrances and elevators. The ramps were not shown on the original
plan and were not called out during plan review. Staff caught the omission prior to the ramps
being poured so the cost covers the panels and installation. Cost for the change is $9,072.00. The
construction manger has agreed to cover $3,023.97, leaving a balance of $6,048.03.
23
Change Order #008 is for a modification of the rebar associated with the shear walls. These
are the partial wall areas that surround the various deck levels. The added rebar and tie in costs
were $8,320.00. The construction manager has agreed to cover $2,773.31, leaving a balance of
$5,546.69.
Change Order #010 This change was for the installation of all the directional signage at the
entrances to the garage and within the garage. The signage was purchased by the city and the
contractor installed all the signage. The decision was made to have the contract install the
signage because all of the post tension cables that run throughout the garage. Cost of the
installation was $8,293.00.
Change Order #014 The original lights that were specified for the canopy entrances to the
building on Black and Mendenhall were too tall 1'or the application. If installed the original lights
would have been within inch of the canopy roof. The heat from the lamps would have
compromised the rubber membrane material on the roof. The cost covers four light fixtures and
includes a credit for the four fixtures that were not installed. Cost for the fixtures is $1,928.00.
Change Order #019 The items for this change include some life safety issues that were called
out by the Building Department during the final walk through and inspection. The change
includes adding additional exit lights and stroke seals on some storage room doors inside the
garage. This change amounted to $4,251.00.
FISCAL EFFECTS: The Parking Garage Construction Fund paid $37,069.66 of these change
order amounts.
The nature of the some of the site work in Change Order #003 was unanticipated street repairs
surrounding the Garage that were paid from the Gas Tax Fund, in the amount of $37,651.
The ADA repairs detailed in Change Order #006, in the amount of $6,048.03 were paid from the
ADA Special Revenue Fund.
ALTERNATIVES: As suggested by the City Commission.
Attachments: Change Order Requests
Change Order- Resolution
Report compiled on November 10, 2009
24
MARTEL CONSTRUCTION, INC.
�y
MAIN OFFICE BIGFORK OFFICE
1203 South Church Avenue 305 Highway 83 RECIPIENT OF 1990 NATIONAL BUILD AMERICA AWARD
Bozeman, MT 59715 -5801 Bigtork, MT 59911 1999 SBA ENTREPRENEURIAL SUCCESS AWARD
(406) 586 -8585 Fax (406) 586 -8646 (406) 837 -1063 Fax (406) 837 -1068
11 999 MONT s MCA CONCRETE MEOENCE ARD
January 21, 2009
Prugh Lenon Architects, P.C.
27 Fast Main Street
Bozeman, Montana 59715
Attention: Dick Prugh
Re: Bozeman Intermodal Facility
Bozeman, Montana 59715
Subject: COR 003
Reference: Sitework Scope Issues
Dear Dick,
As requested, we propose to provide all labor, materials, and equipment required to perform the above
mentioned work. Our breakdown of the work is attached. Our quotation is based on our interpretations of
of the instructions and scope of work identified in the request, specifications and /or drawings. If we have
misinterpreted the request in any way (omissions, etc.), please advise us prior to processing this quotation
into a formal Change Order. Otherwise, our interpretation shall stand as correct.
We have been directed to proceed with the work per the instructions in the Change Order Request.
We are requesting an additive Change Order for the amount of
Markel Construction, Inc. reserves the right to submit a request for any additional time and or cost for
disruption, impacts, acceleration, delay, or suspension which cannot be determined at this time.
If you have any questions, please call me at (406) 922 -5504.
Sincerely,
MAR NSTRU
r Li -k"
ark Brown
Enclosure(s)
cc. File
James Goehrung COB
James Nickleson Morrison Maierle
COMMERCIAL RESIDENTIAL INSTITUTIONAL INDUSTRIAL
944ZOa 1
Prugh Lenon Architects, P.C.
January 21, 2009
Page 2
RE: Bozeman Intermodal Facility
Bozeman, Montana 59715
SUBJECT: COR 003
REFERENCE: Sitework Scope Issues
CHANGE REQUEST BREAKDOWN:
Labor
Material
Subcontract
Other 103,395.33
Subtotal 103,395.33
Construction Managers Fee 6.0% 6,203.72
Subtotal 109, 599.05
Insurance Bonds 1.5% 1,643.99
Subtotal 111,243.04
Gross Receipts Tax 1.0% 1,112.43
Calculated Proposal Request 112,355.47
TOTAL CHANGE ORDER REQUESTED: 1 1 $112,355
REMARKS AND QUALIFICATIONS:
Martel Construction, Inc.
Bozeman Intermodal Facility
Sitework Issues Change Order Request #003
January 20, 2009
Item Description Reference Amount
#1 Site Grading Bid Scope Issue Walker Excavating $31,350.00
#2 Deduct Sand Oil Separator Access ($925.00)
#3 Rimrock Engineering Engineering for Recycled Material $450.00
#4 Revised Asphalt Grading Walker Excavating Morrison Maierle Grade Revisions
Requested by COB I M -M for Slope Grading on Mendenhall $6,301.58
#5 Alley Grading Bid Scope Issue
Add For Sawcut, Demolition, Haul -Off Grading Revised Section $39,835.00
#6 Asphalt Paving Scope Issues Gallatin Asphalt
Deduct Alley Asphalt Paving 6200 SF +I ($11,914.00)
Add For Increased Asphalt Paving Scope Attached Gallatin Asphalt Directive $30,861.75
#7 Grade Alley for Winter Use
200 CY +I- 1 Minus Road Mix. Material f Delivered) $2,900.00
200 CY +I- I"" Minus Road Mix -Labor $1,200.00
#8 Lawson's Greenhouse Bid for Package 2D June 6, 2008 Includes Revisions Per COB $17,336.00
Bid Package 2D Allowance Trees, Tree Guards Irrigation System Contract Allowance ($15,000.00)
#9 Topsoil for Tree Grate Planting Areas Per City Arborist
Furnish 25 CY +I- Screened Topsoil $600.00
Place 25 CY +I- Screened Topsoil $400.00
SubTotal $103,395.33
Construction Managers Fee 6.0% $6,20172
SubTotal $109,599.05
Insurance Bonds 1.5% $1,643.99
SubTotal $111,243.04
Gross Receipts Tax 1.0% $1,112.43
Total $112,355.47
Page I of 1
NOY- 10- 2008(MON) 16:29 P. 002 1002
Walker Excavation Inc.
27o Floss Fiat Rd. Unit B
Belgrade, MT 597
Order#: 5
Order Date: 11/10/2008
Change Order Invoice
To! Martel Construction Project: 718
1203 S. Church Bozeman Intermodal Facility
Bozeman MT 69715
The contractor agrees to perform and the owner agrees to plans Attached
pay for the following changes to this contract,
Ordered By: Customer Order: Specltloations Attached
Description of Work Amount
DEMO OF OFF SITE ITEMS
Mobllizatlon 960.00
Remove existing'curb haul off 4,060,00
Remove asphalt Tracy, pulverize asphalt Mend 15,485.00
ad Black and excavate new pave areas (28" section
5" minus pltrun and existing materials Streets, 10,237.50
In place 18" section
Sidewalk removal and Disposal 607,50
Negative changes will lower tno overall contract
price requiring no sdditlonal payment by owner. Requested Amount of Change 31,350.00
Owner: Date:
Contractor: pate:
NOV- 03- 2008(MON) II:52 P. 002/002
Walker Excavation Inc,
.27 Floss Flat Rd, Unit B
Belgrade, MT 59714
Invoice* 1357
Contract Invoice Date:
11/03/2008
Billed To: Martel Construction Frolect: Bozeman Intermodal Facility
1203 Church
Bozeman MT $9715
Due bate: 12/03/ Terms 3ODY order#
Description Quantity Price Amount
Credit Deletion
1 Storm Drain MH with Pipe Sand Oil Access Lid Rise
Credlt $1925.80
(Note $1000.00 Credlt will follow once Anderson Precast
sells MH.) $925.00 Credlt at this time 1.0000 925.000000 925.00
Mai
A service charge of 18.00 per annum will be charged on al! amounts Sales Tax: 0.00
overdue on regular statement dates. Invoice Tot81: 925.00
Thank you for your prompt paymentl Retention: 0.00
Amount Paid: 0.00
Amount Due 926.00
INVOICE
RIMROCK
ENGINEERING' INC. Phone 406.294.8400
5440 Holiday Avenue Billings, MT 59101 Fax 406.294.8405
Bill To bate Invoice
Martel Construction, Inc. 11/4/2008 03 -10587
1203 South Church REI Project No.
Bozeman, MT 59715
B- 08- 104 -01
Project Name P.O No. Terms
Bozeman Intermodal Facility Net 30
Description Quantity Rate Amount''
Sample Test Pits and Provide Alternative Pavement 1 450.00 450.00
Section Analysis
o�
RECEIVED
140 €I
Martel Construction inc
Total $450
RiIMROCK
ENGINEERING, INC.
5440 r;olid3yAvenue Billings. MT 59 10 1 rsix 406 294.6 405
October 31, 2008 RECEIVED
Martel Construction, Inc. OCT 3 1 2006
1203 South Church Martel Construction, lec,
Bozeman, MT 50715
Attention: Mr. Tony Martel
Subject: Pavement Section for Bozeman Intermodal Facility
Black Tracy Avenues, Mendenhall Street
Bozeman, Montana
Dear Mr, Martel:
Rirnrock Engineering, Inc. was requested to observe four test pits located on Tracy Avenue,
Black Avenue and Mendenhall Street which surround the Bozernan Intermodal Facility_ The
purpose of the test pits was to measure the thickness of the asphalt and base course in the
existing structural pavement section and observe the subgrade soils.
Information provided by Walker Excavation, Inc. stated that the proposed structural pavement
section shown an the project plans requires 4" of asphalt, a" of crrlshed base course and 18" of
subbase gravels, Rinirock Engineering Was requested to review the test pits and existing
section to determine it the in -place asphalt and base aggregates could be pulverized and used
in `►ae pavement section.
The test pits had 3.5 inches of asphalt that was underlain by 9 inches of aggregate that had
bitumen oil spread on the aggregate at sometime in the past. The AASHTO Design Procedure
for flexible pavements utilizes a structural number for each of the components in the pavement
section. Rimrock Engineering has completed research on recycled asphalt and base
aggregates and concluded that the structural number for recycled material compares to the
number used for subbase aggregates. This number is less than the number assigned to virgin
crushed base course.
It is 0Ur opinion that the asphalt and base aggregate coated with bitumen can be ptiverized and
used as subbase for this project. The subgrade soils on this project consisted of lean /fat clay
nirnrock E iiuimeenrlg, Inc:. 1 Or iober 31. 2008
which was generally soft to medium stiff. We recommend that the pavement section is
constructed by placing virgin 6 inch minus subbase on the clay subgrade and then placing the
pulverized recycled material immediately below the 6 inches of crushed base course.
If we can be of any further assistance, please don't hesitate to call.
Sincerely,
RIMROCK ENGINEERING, INC.
Robert W. Kokes, P. E,
Principal
Rum.rock Engirfee ng, Inc_ 2 October 31, 2003
Wa .Excavatian Ine.
Mo Floss .Flat Rd. U1li.t S
.Belgrade, MT 59714 Time Materials Invoice
Invoice 1200
Invoice Late: 12109/2008
To: Martel Construction Project: Bozeman Intermodal Facility
1203 S. Church
Bozeman MT 59715
Terms: 30QY
Record# Trans,# Date Description Cast Amount
718 Bozeman Intermodal Facility
Mendenhall regradel
20.000 Demolition
65762 152259 11/13/2008 Knife River 644.75
65781 120108 12/01/2008 McOwen, Ron 552.50
Cost Code Total: 1,197.25
70.000 Roadway Excay. /Grading /Gravel
65082 EC1606 Volvo Exc 11/13/2008 6.50 115.00 747.50
65083 EC1608 Volvo Exc 11/14/2008 4.00 115.00 460.00
65084 John Deere 650J D 11/14/2008 2.00 95.00 190.00
65171 Case 95XT Skidste 11/13/2008 5.00 a@ 80.00 400.00
65172 Case 95XT Skidste 11/1412008 3.00 80.00 240.00
65173 Case 95XT Skidste 11/1412008 4.00 80.00 320.00
65221 Cat CS563 Vibr. Ro 1111312008 6.00 95.00 570.00
65223 International Water 11/13/2008 1.00 88.00 88.00
65224 Cat CS563 Vibr. Ro 11/13/2008 0.50 95.00 47.50
65305 Shane J L.aughery 11/13/2008 1.50 hrs 40.00 60.00
65422 Steven M Murphy 11113/2008 1.50 hrs 40.00 60.00
65424 Steven M Murphy 11/13/2008 1.50 hrs 40.00 60.00
65497 Steven D Devers 11/14/2008 4.00 hrs 40.00 160.00
65564 2001 Case 590M B 1111812008 1.00 85.00 85;00
65606 2001Case 590M B 11118 12008 2.00 85.00 170.00
65633 William B Cole IV 11/18/2008 4.50 hrs 55.00 247.50
65700 Steven M Murphy 11/18/2008 3.00 hrs 40,00 120.00
65710 Ryan Howard 11118/2008 2.50 hrs 40.00 100.00
65751 152909 11/18/2008 Knife River 694.99
A service charge of 18.00 per anum will be computed on all amounts overdue RECEI "V -ED
on regular statement dates. DEC
Thank You for your prompt payment!
Maw Coostradan, I "c.
Time Materials Invoice Invoice 1200
Continued... Date: 12 -22 -2008
Record# Trans# Date Description Cost Am ount
Cost Code Total: 4,824.49
Phase Total: Mendenhall regradel 6,017.74
Job Cost Total: 6,017.74
Markup Q 4.72 283.84
Total Charges: 6,301.58
Invoice Total: 6,301.58
I J4&
Page 2 of 2
Proposal
From: Walker Excavation Inc. Project: 0900 <4
270 Floss Flat Road, Suite B Description: BIF- Alley
Belgrade, MT 59714 Bid Date: 1 -20 -09 Phone: 406- 388 -5834 CP
Fax: 406 388 -5837
ITEM D ESCRIPTION BID QTY U/M UNIT BID AMOU
010 Mobilization 1.000 LS 1,525.00 $1,525.00
020 Sawcut, Remove, Dispose existing concrete and 1,400.000 S.F 9.95 $13,930.00
asphalt in R.O.W. (incl. vac truck for utility locate)
070 Cut remainder of alley to SG, haul dispose (area 300.000 BCY 41.00 $12,300.00
outside of existing wall backfill)
072 Cut North side of alley to top of pitrun, place and 100.000 BCY 33.00 $3,300.00
compact exist. pitrun within South side
075 6" minus pitrun added to south side to make an 18" 135.000 CCY 56.00 $7,560.00
section
145 Sewer cleanout monument boxes 4.000 EA 305.00 $1,220.00
TOTAL BID: $39,835.00
Proposal notes:
1. Numbers good for spring 2009 construction season.
2. Martel Construction will provide finished edge of asphalt grade control along the parking garage.
3. We have included 14 hrs of vac truck for the high pressure gas line. We will request a construction meeting for
the excavation next to the gas line due to the lack of cover over the main and services at subgrade elevation. Special
construction methods and materials maybe required by N W Energy and will be added to this proposal.
4. All road mix cushion and paving by others.
5. Special vaults or covers for existing phone, cable or anyother utility will be by others.
RECEIVED
JAN 20 2009
Martel Construction, Inc.
Walker Excavation Inc.
Page 1 of 1
Mark Brown
From: Jeff Baker Gallatin Asphalt, Inc. Ubaker @gallatinasphaltinc.com]
Sent: Wednesday, November 05, 2008 12:25 PM
To: Mark Brown
Subject: Alley Way Deduct for Intermodel
/lark,
I've gone over the numbers for the alleyway for the parking garage. The alleyway was bid at originally bid with a 3 inch section
f AC and a 4 inch section of road mix. The price was based on 6,440 square feet at a price of $1.85 per square foot including the
base gravel for a total of $11,914.00. The pricing structure we had for the rest of the work was substantially higher due to a
hickey sections. It also took into account a substantial amount of hand patching along the new curb and gutter on Mendenhall.
Please give me a call if you have any further questions.
I
espectfully,
eff
U I lat"
3allatin Asphalt Inc.
106- 388 -7044
baker gallatinasp
=rom: Mark Brown [mailto:mbrown @martelconst.com]
sent: Monday, November 03, 2008 9:46 AM
ro: Jeff Baker; Josh Walter; Trevor Livesay; James Nickelson; Ty Giffin
'c: Pat Bjorndal
iubject: BIF Sitework Schedule
fo All,
'lease see attachment for November Sitework at the Parking Garage.
(hanks,
Mark Brown
Vlartel Construction, Inc.
1203 South Church Avenue
3ozeman, Montana 59715
Direct 406 -922 -5504
=ax 406 -586 -8646
,ell 406- 539 -9450
11/25/2008
r w
P.O. BOX 69 BELGRADE, MONTANA 59714
SAND, GRAVEL EXCAVATION WORK 406 -388 -6844 FAX 406 -388 -6091
MINE ACCOUNTING INFORMATION 406 -388 -6844 FAX 406 388 -6091
MINING CONSTRUCTION
Dear Customers:
Due to the rising cost of fuel and labor costs, TMC Inc. is forced to make the
following price changes.
All prices are picked -up at our pits.
Price change is effective January I' 2008 D
Material Weight /CY Price /CY
0
PIT RUN 3291.3 $6.00
6" PIT RUN 2900 $6.50 (STOREY PIT)
3" RD MIX 3113.1 $7.00
.11/2 "RD MIX 2743.2 $7.75
2824.2 $8.00 y
SCR.3 14" ROCK 2400 $11.25
11/2" SEWER ROCK 2500 $11.00
CONCRETE ROCK 2500 $12.00 IPA
WASHED SAND 2800 $6.50
FILTER SAND 2800 $13.00 f F
CONCRETE MIX 2800 $15.00 /!/f�o GV
3/8" CHIPS 2300 $23.00
RIP RAP 2800 $30.00
NATURAL FINES 2800 $6.00
SCR. TOPSOIL 2000 $16.00
MASON SAND 2400 $18.00
MICRO CHIPS 2300 $26.00
CRUSHED ASPHALT 2600 $7.50
8" COBBLE 2500 $10.50 (STOREY PIT)
4" 6" COBBLE 2500 $12.50 (STOREY PIT)
2" 3" COBBLE 2500 $14.50 (STOREY PTT)
PICK UP LOADS AT THE PITS $25.00 LOAD
TRUCKING
Single Truck S85.00/hour
Trucks/Pup $90.00/hour
Transfer $95.001hour
Dump Fees:
Clean Fill Material 2.00 /ton RECEIVED
Asphalt/Concrete Rubble $25.00 /ton DEC 2 7 2007
Mat ►eE u0ns0'UCb00, Inn.
l ;;�e
D'ec 02 08 10:29a Jeff Baker 406 -388 -0778 P,1
RECED'E'D
DEC 02 2000
WORK DIRECTIVE CHANGE Martel Construction, Inc.
Job No PLP -5 -08 Change No 1 Approval Date
Project: Martel Construction, Inc. Date of issuance: 1112012008
Owner Co: Mark Brown Owners Project Na:
1203 South Church Engineers Project No:
Bozeman MT 59715 Engineer:
Contract F Bozeman Intermodal Facility
Contractor: Gallatin Asphalt, Inc.
6465 River Rd
Bozeman, MT 59718 (D
Change Title NO Description Price
Civil Engineering Changes 1 Change From a 4" Section of vase Gravel to a 6' Section in the 1,617.00
Alleyway. 77 additional tons of Road mix $21.00 Per ton in
place.
Civil Engineering Changes 2 Change From a 4" Section of base Gravel to a 6" Section on Black 735.00
and Mendenhall Streets. 35 additional tons of Road mix $21.00
Per ton
Civil Engineering Changes "3� Change From 3" section of asphalt placed in 1 lift to a 4" section of 3,510.00
asphalt placed in 2 lifts in the Alleyway, 39 additional tons of AC
$90.00 Includes Paving Area Twice)
Civil Engineering Changes 4 Change From 3" section of AC placed in 1 lift to a 4" section of AC 1,620.00
placed in 2 Iifts on Mendenhall and Slack. 18 additional tons of AC
$90.00 Includes Paving Area Twice)
Contractor Ordered Changes i I Saw Cut Perimeter Area of New Asphalt Section on Black and 98835
Mendenhall. 565 Lineal Feet 1.75
Contractor Ordered Changes 2 Excavate, Haul Off and dispose of asphalt section on Slack and 375 "00
Mendenhall. 15 tons $25.00
Contractor Ordered Changes 3� Pave Additional Square Footage on Black and Mendenhall. 22,016 "00
Planned SF Quantity was 2,850. Actual for Mendenhall Tracy is
5454 sf. Actual For Black is 2,900. 5,504 Ad $4.00
Total Changes $30,861.75
'Dec 02 08 10:30a Jeff Baker 406- 388 -0778 p.2
Method of determining change in Contract Price: Method of determining change in Contract Time:
Time Materials Contractor Records
Unit Price Engineer Records
❑.Cost plus Fixed Fee Other Records
Other
Estimated Increase in Contract Price Estimated increase (decrease) in Contract
$30,861.75 Time: 0 days.
If the change involves an increase, the estimated amount is not to It the change involves an inorease the maimate time is not to
be exeeded without further authorization. be exceeded without further authorization.
RECOMMENDED: AUTHORIZED:
Date Date
1408 Yiillaire Lane (406) 58-5171
Baseman, Montam 89715
March 17, 2008
Martel Construction
1203 So. Church
Bozeman, Mt. 59715 U
Att. Mark Brown
Re; Parking Garage landscape& Irrigation
Landscape;
Provide and install 3 Maple, 6 Prairie Spire Ash AND 4 Boulevard Linden trees 1 3 /4
containered.
Provide and install 13 4' type c tree guards.
Provide and install fabric and bark mulch in tree pits.
Warrant trees for 1 growing season.
Provide and install sod.
All clean up necessary.
Irrigation:
Provide one Rain Bird 4 station lockable clock. Provide and install water hookup in meter
pit using galvanized pipe. Also provide antisyphon valve, pressure regulator and filter.
Provide and install 2" pvc sleeves for new trees. Two zones (1 north and east and 1
west).
New trees to have 4 2gph emitters per tree and existing to have 10 2 gph emitters per
tree.
Provide and install 6 1804 spray pop up heads for sod area.
System is designed for winterizing by compressed air. RECEIVED
$5050.00 Trees, labor, fabric and mulch. MAR 18 2.00
$4253.00 Tree guards, freight and labor.
$350.00 Sod and topsoil. MW Constudon, Inc,
$370.00 Miscellaneous and clean up.
$5162.00 Irrigation system.
$15,005.00 Total.
Respectfully,
Jim Lawson
C
p. ww.
Western Plumbing RECEIVED
Estimated Proposal
Date: May 21, 2008 in 6
Project: Bozeman Parking Garage Martel Construction, inc.
Contractor: Lawson's Greenhouse
Attention: Jim Lawson
Scope: Install Piping and Backflow Preventer from Meter in Meter Pit to Landscape
Area 30' away.
1. Labor Materials $830.00
Total $830.00
2" PVC Sleeves provided and installed by others.
Change Orders:
1. Only performed with "an approved change order and signed by
Owner /Agent
2. Will be billed at: Extra $65.00 per hour
3. Materials will be billed at cost -plus 30%
Fixtures and equipment: A 50% prepay will be billed prior to ordering all fixturds
and equipment.
This es ate is valid for 30 days.
est Plumbing Date
MARTEL CONSTRUCTION, INC.
m
MAIN OFFICE BIGFORK OFFICE
1203 South Church Avenue 305 Highway 83 RECIPIENT OF 1990 NATIONAL BUILD AMERICA AWARD
Bozeman, MT 59715 -5801 Bigfork, MT 59911 1999 SBA ENTREPRENEURIAL SUCCESS AWARD
1999 MONTANA FAMILY BUSINESS OF THE YEAR AWARD
(406) 586 -8585 Fax (406) 586 -8646 (406) 837 -1063 Fax (406) 837 -1068 2001 MCACONCRETE EXCELLENCE AWARD
January 19, 2009
Prugh Lenon Architects, P.C.
27 East Main Street
Bozeman, Montana 59715
Attention: Dick Prugh
Re: Bozeman Intermodal Facility
Bozeman, Montana 59715
Subject: COR 005
Reference: Structural Steel Issues
Dear Dick,
As requested, we propose to provide all labor, materials, and equipment required to perform the above
mentioned work. Our breakdown of the work is attached. Our quotation is based on our interpretations of
of the instructions and scope of work identified in the request, specifications and /or drawings. If we have
misinterpreted the request in any way (omissions, etc.), please advise us prior to processing this quotation
into a formal Change Order. Otherwise, our interpretation shall stand as correct.
We have been directed to proceed with the work per the instructions in the Change Order Request.
At this time, we are hereby requesting 10 calendar days time extension to the scheduled
completion date of August 4, 2008. Z
We are requesting an additive Change Order for the amount of. $a
Martel Construction, Inc. reserves the right to submit a request for any additional time and or cost for
disruption, impacts, acceleration, delay, or suspension which cannot be determined at this time.
If you have any questions, please call me at (406) 922 -5504.
Sincerely,
MARTEL INC.
Mark Brown
Enclosure(s)
CC. File
James Goehrung COB
COMMERCIAL RESIDENTIAL INSTITUTIONAL INDUSTRIAL
9:w�e 5760
Prugh Lenon Architects, P.C.
January 19, 2009
Page 2
RE: Bozeman Intermodal Facility
Bozeman, Montana 59715
SUBJECT: COR 005
REFERENCE: Structural Steel Issues
CHANGE REQUEST BREAKDOWN:
Labor
Material
Subcontract
Other 44,803.56
Subtotal 44,803.56
Construction Managers Fee 6.0% 2,688.21
Subtotal 47,491.77
Insurance Bonds 1.5% 712.38
Subtotal 48,204.15
Gross Receipts Tax 1.0% 482.04
Calculated Proposal Request 48,686.19
TOTAL CHANGE ORDER REQUESTED: $48,686
REMARKS AND QUALIFICATIONS:
I
i
I
Martel Construction, Inc.
Bozeman Intermodal Facility
Structural Steel Issues Change Order Request #005
January 19, 2009
Item Description Reference Amount
#1 Additional Fabricated Steel 2.5 Ton Steel West $5,540.00
Added Brick Ledger Angles per DCI 2 TS Columns on R3
#2 Erection Placement For Item #1 $6,000.00
2.5 Ton $24001 Ton
#3 Additional Detailing Hours Steelhead Drafting
#4 Price Increase Steel Joists Metal Deck Steel West
#5 Additional Ironworker Man Hours to Field Modify Structural Steel $2,170.35
(Steel was fabricated per approval drawings)
Structural Systems 32.5 Hours $66.781HR
#6 Fabricate Additional Tube Steel Column Stair 2 Custom II $278.21
#7 Fabricate Additional Tube Steel Columns Stair 1 3 Bear Mountain $575.00
�r
Construction Managers Fee 6.0% $873.81
SubTotal $15,437.37
Insurance Bonds 1.5% $231.56
SubTotal $15,668.93
Gross Receipts Tax 1.0% $156.69
Total $15,825.62
Page 1 of 1
Martel Construction, Inc.
Bozeman Intermodal Facility
Structural Steel Issues Change Order Request #005
January 19, 2009
Item Description Reference Amount
#1 Additional Fabricated Steel 2.5 Ton Steel West $5,540.00
Added Brick Ledger Angles per DCI 2 TS Columns on R3
#2 Erection Placement For Item #1 $6,000.00
2.5 Ton $2400 Ton
#3 Additional Detailing Hours Steelhead Drafting $10,000.00
#4 Price Increase Steel Joists Metal Deck Steel West $20,240.00
#5 Additional Ironworker Man Hours to Field Modify Structural Steel $2,170.35
(Steel was fabricated per approval drawings)
Structural Systems 32.5 Hours $66.78IHR
#6 Fabricate Additional Tube Steel Column Stair 2 Custom II $278,21
#7 Fabricate Additional Tube Steel Columns Stair 1 3 Bear Mountain $575.00
SubTotal $44,803.56
Construction Managers Fee 6.0% $2,688.21
SubTotal $47,491.77
Insurance Bonds 1.5% $712.38
SubTotal $48,204.15
Gross Receipts Tax 1.0% $482.04
Total $48,686.19
Page 1 of 1
JAN -19 -2009 07:OOAM FROM -STEEL WEST 208 237 1582 T-855 P- 002/002 F -352
Mike Hoehner
From_ Mike Hoehner [hoehnen@steelwest.net]
Sent. Monday, December 01, 2008 3:19 PM
To: Mark Brown
cc: Tony Martel
Subject: Bozeman lntermodal Facility
Mark: Per our discussions last week I have visited with 5teelhead concerning the additional ledger angles and columns
which were added to this project,
Our total cost for this additional work is $5540.00. We would also like an update on the status of the price change for
the escalation costs in joist and deck and the detailing by 5teelhead Drafting. 1 anticipate finishing the balance of the
handrails for Stair #1 and sending them to the powder coater late this week and then picking up the balance of the
galvanized frames for delivery to you_
Any questions please call me.
Thanks, Mike
RECEIVE[
JAN 19 2009
Martel Construction, Inc.
STEEL WEST, INC.
�w.► 5690 Industry Way
P.O. Box 5427
Pocatello, Idaho 83202 -000;
(208) 237 -1580
Fax (208) 237 -1582
FEDERAL lD# 82- 0294656
July 9, 2008 RECEIVE[)
Mr. Mark Brown
Martel Construction JUL 09 2008
1203 S. Church Street Martel Construction, i nc.
Bozeman, Montana 59715
Reference: Bozeman Intermodal Facility, Bozeman, Montana
Subject: Price Increase on Steel Joist and Metal Deck
Dear Mark:
Due to the extremely lengthy time it has taken to approve the steel joist and metal deck on this project
there has been a large increase in the pricing from our supplier. Our total add price for this delay in
delivery is $20,240.00. 1 need to get this change approved or I may face another cost change.
Please advise. Any questions please call me
Sincerely,
Mike G. Hoehner
Estimator /Project Manager
Steel West Inc.
Structural Steel Detailing, Rebar and Plate Detailing
ELHEUD 280 Laurel Lane
Chubbuck, ID 83202
(208) 232 -6010
N Drafting FAX: (208) 232 -6010
E -Mail: steelheaddraft @gwestoffice.net
Oct. 22, 2008
Mike,
SW07 -36 Bozeman intermodel Facility
Request for payment for extra time in detailing:
We have used an extra 250 hours in detailing on this job due to the lack of
information contained within the design drawings.
1) Design of stairs fell directly upon us, we had to design and detail stairs for
review, then design and detail again with review comments and send in for
approval, then detail one more time with approval comments, this all
caused extra time involved that was not in our original bid.
(85 hrs $3400)
2) Design of both entry canopies fell upon us to design the canopies to fit
and to detail them for review, then redesign with comments per review and
re- detail for approval, then add approval comments and re- detail for
fabrication, again this added time that was not in our bid.
(55 hrs $2200)
3) Design of security frames and detailing for review and then redesign to fit
existing conditions and to re- detail this frames to field dimensions, again
this added time that was not in our bid.
(40 hrs $1600)
4) Design of the stair handrail and detailing of the rail to fit conditions that we
were not aware of during our bid process has added extra time in this
area.
(30 hrs $1200)
5) Extra time involved in changing items to work with field conditions and
changes requested from jobsite, again this added time that was not in our
bid.
(40 hrs $1600)
Total cost: $10,000.00 RECEIVED
OCT 2 LJ 2008
Martel constaction, Inc,
A
am not trying to lay blame on anyone involved with this project, everyone has
worked together to get this building built, but it has been a long drawn out
process that has taken more time than originally thought. I feel that we have
worked with Martel Construction hand -in -hand and done everything possible to
help them get this put together. We have just spent more time on working this job
than was original bid. Please accept this as a request for additional time
associated with job.
Thank you,
Troy Gardner
Steelhead Drafting
Any questions please call.
STRUCTURAL SYSTEMS, INC.
Serving Montana Since 1 969
P.O. Box 2069 Missoula, MT 59806
734 South First West Missoula, MT 59801
Phone (406) 728 -5597 Fax (406) 549 -2661
RECEIVED
CUSTOMER'S ORDER NO. PHONE ��T 09 2009
NAME
Martel construction, Inc.
ADDRESS
SOLD BY CASH C.O.D. CHARGE ON ACCT MDSE, REM PAID OUT
CITY. DESCRIPTION PRICE AMOUNT
JOAO mmI::: &1 14 0 "'d
1
1
I
1
1
1
1
1
574 _�t-
1
1
I
1
1
1
TAX
RECEIVED a TAL
1
Check Us Out on the Web!
www.structsys.com
2205
800 225 -6380 or neb$.com
STRUCTURAL SYSTEMS, INC.
Serving Montana Since 1969
P.O. Box 2069 Missoula, MT 59806
734 South First West Missoula, MT 59801
Phone (406) 728 -5597 Fax ON) 549 -2661
RECEIVED
CUSTOMER'S ORDf_R NO. PHONE OgTE
NAME
DDRESS
SOLD BY. CASH C.O.D. CHARGE J ONACCT. IMDSE.RETD. PAID OUT
QTY. DESCRIPTION PRICE AMOUNT
I
1
1
i
1
1
1
1
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1
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1
1
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1
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1
1
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TAX
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TOTAL
Check Us Out on the Web!
www.structsys.com
2207 To Reorder: c �jf FW
$04225 -6360 or nobs.com
STRUCTURAL SYSTEMS, INC.
Serving Montana Since 1969
P.O. Box 2069 Missoula, MT 59806
734 South First West Missoula, MT 59801
Phone (446) 728 -5597 Fax (406) 549.2661
RECEIVED
CUSTOMER'S ORDER NO. PMONE I'= 0}9 2}009
NAME Mp1 l�� �Jo7fs uCton Inc.
ADDRESS
SOLD BY CASH C.O.D: CHARGE J_ ON ACOT I MDSE. REM. PAID OUT
QTY. DESCRIPTION PRICE AMOUNT
I
I
TAX
RECEIVED 13Y
—TOf
Check Us Out on the Web!
2208 www.structsys.com
T Reorder:
800- 225 -6380 or nebaxom
STRUCTURAL SYSTEMS, INC.
Serving Montana Since 1969
P.O. Box 2069 Missoula, MT 59806
734 South First West Missoula, MT 59801
Phone (406) 728 -5597 Fax (406) 549 -2661
RECEIVED
CUSTOMER'S ORDER NO. PHONE wo 9 200 NAME
Martel Construction, lnc.
ADDRESS
SOLD BY CASH C.O.DL CHARGE ON ACCT. MDSE. RETD. PAID OUT
QTY. DESCRIPTION PRICE AMOUNT
RECEIVED BY
i
Check Us Out on the Web!
22 www.structsys.com
10 To Reorder:
800 225 -6380 or nebs.com
STRUCTURAL SYSTEMS, INC.
Serving Montana Since 1969
P.O. Box 2069 Missoula, MT 59806
734 South First West Missoula, MT 59801
Phone (405) 728.5597 Fax (406) 549 -2661
RECEIVED
CUSTOMER'S ORDER NO. PHONE FIB 9 200
NAME Martel tel Co tL`7Jtructlion, Inc.
ADDRESS
r
SOLD BY CASH C.O.D. CHARGE ON ACCT. MDSE..RETD. PAID OUT
QTY. DESCRIPTION PRICE AMOUNT
1
1
1
1
t
I
1
t
1
1
1
1
1
1
1
1
1
1
1
t 0
7
I
1
TAX
RECEIVeD sv TOTAL
t
Check Us Out on the Web!
www.structsys.com
2 211 1� To Reorder
800- 225-6380 or nebs.com
Martel Construction, Inc. Job Cost Summary 01 -17 -2009 Page 5
System Time: 4:04 pm
07-016 Bozeman Intermodal Facility
Bozeman, MT
Original JTD Budget
Estimate Costs Variance
MECHANICAL
15 -999 Plmbg /HVAC +Fr Sprnk -Willm 461,000.00 420,657.00 40,343.00
MECHANICAL 461,000.00* 420,657.00* 40,343.00*
ELECTRICAL
16 -999 Electricl -Vally Elc Cntrt 573,000.00 580,930.00 7,930.00
ELECTRICAL 573,000.00* 580,930.00* 7,930.00
FIELD WORK ORDERS
FWO -001 Rotate Col Grd C.6 12 600.20 600.20
FWO -002 ADA Ramps 2,048.85 2,048.85
FWO -003 24 x 24 Access Doors 1,289.99 1,289.99
FWO --004 Slab Step Retail 325.42 325-42-
FWO -005 Add Rebar Shearwalls 7,056.00 7,056.00
FWO -006 Beam Penetrations 48.00 48.00
FWO -007 Black Ave SS Repair 838.57 838.57
F'WO -009 Door M -1 Revisions 1,443.00 1,443.00
FWO -010 MACON- Issues 13,738.12 13,738.12
FWO -011 Fab. $#4 Stirrups 238.01 238.01
FWO -013 Add TS Col. Stairs 278.21 278.21-
PWO -014 Move Mendenhall Fence 939.97 939,97_
FWO -015 Site Grading 450.00 450.00
FWO --016 Parapet Wall 0 -1 886.72 886.72
FIELD WORK ORDERS .00* 30,181.06* 30,181.06
07 -016 Totals 8,113,500.80* 8,573,932.55* 460,431.75-*
r
003330
CUSTOMER'S ORDER NO. DEPARTMENT ATE I
NAME
G
ADDRESS
Z 4x•
CITY, STATE, ZIP
SOLD BY CASH C.D.D. CHARGE ON ACCT. MDSE RETD I PAIDOUT
QUANTITY DESCRIPTION PRICE AMOUNT.
i
Lv
3
4
eg
5
6
7
8
9
10 Q
11
12
13 U h• Lr
14 C 44 dry t
15 y 71S
16
17
18
19 1 1
20
RECEIVED B
edemg KEEP THIS SLIP FOR RE EREI E
5805
MARTELCONSTRUCTION, INC.
MAIN OFFICE BIGFORK OFFICE
1203 South Church Avenue 305 Highway 83 RECIPIENT OF 1990 NATIONAL BUILD AMERICA AWARD
Bozeman, MT 59715 -5801 Bigfork, MT 59911 1999 SBA ENTREPRENEURIAL SUCCESS AWARD
1999 MONTANA FAMILY BUSINESS OF THE YEAR AWARD
(406) 586 -8585 Fax (406) 586 -8646 (406) 837 -1063 Fax (406) 837 -1068 2001 MCA CONCRETE EXCELLENCE AWARD
January 18, 2009
Prugh Lenon Architects, P.C.
27 East Main Street
Bozeman, Montana 59715
Attention: Dick Prugh
Re: Bozeman Intermodal Facility
Bozeman, Montana 59715
Subject: COR 006
Reference: ADA Ramps
Dear Dick,
As requested, we propose to provide all labor, materials, and equipment required to perform the above
mentioned work. Our breakdown of the work is attached. Our quotation is based on our interpretations of
of the instructions and scope of work identified in the request, specifications and /or drawings. If we have
misinterpreted the request in any way (omissions, etc.), please advise us prior to processing this quotation
into a formal Change Order. Otherwise, our interpretation shall stand as correct.
We have been directed to proceed with the work per the instructions in the Change Order Request.
At this time, we are hereby requesting NA calendar days time extension to the scheduled
completion date of August 4, 2008.
We are requesting an additive Change Order for the amount of. $9,072
Martel Construction, Inc. reserves the right to submit a request for any additional time and or cost for
disruption, impacts, acceleration, delay, or suspension which cannot be determined at this time.
If you have any questions, please call me at (406) 922 -5504.
Sincerely,
MARTS CONSTRUCTION, INC.
ark Brown G
Enclosure(s)
CC. File
James Goehrung COB
COMMERCIAL RESIDENTIAL INSTITUTIONAL INDUSTRIAL
'FdAd&Jr >960
Prugh Lenon Architects, P.C.
January 18, 2009
Page 2
RE: Bozeman Intermodal Facility
Bozeman, Montana 59715
SUBJECT: COR 006
REFERENCE: ADA Ramps
CHANGE REQUEST BREAKDOWN:
Labor 2,048.45
Material
Subcontract 6,300.00
Other
Subtotal 8,348.45
Construction Managers Fee 6.0% 500.91
Subtotal 8,849.36
Insurance Bonds 1.5% 132.74
Subtotal 8,982.10
Gross Receipts Tax 1.0% 89.82
Calculated Proposal Request 9,071.92
TOTAL CHANGE ORDER REQUESTED: $9,072
REMARKS AND QUALIFICATIONS:
Martel Construction, Inc.
Bozeman intermodal Facility
ADA Ramps Change Order Request #006
January 17, 2009
Item Description Reference Amount
#1 Add Truncated Dome Panel ADA Ramps Castle Rock Concrete $6,300.00
#2 Additional Labor Material For ADA Ramp Formwork Martel $2,048.45
SubTotal $8,348.45
Construction Managers Fee 6.0% $500.91
SubTotal $8,849.36
Insurance Bonds 1.5% $132,74
SubTotal $8,982.10
Gross Receipts Tax 1.0% $89.82
Total $9,071.92
I
Page 1 of 1
Page 1,of 1
Mark Brown
From: Jonathan Skillman U s kill man @castlerockconcrete.com]
Sent: Thursday, October 23, 2008 2:06 PM
To: Mark Brown
Subject: Change order proposal for 14 truncated domes.
Vlark:
ro furnish and install 14 truncated dome panels I agree to $6300.
this comes to $450 per panel. The average bid price for the panels for MDT in 2007 was $477 per panel.
ks agreed, I will hold off on billing these out this month if you will get me a change order before next months billing.
thanks.
Jonathan Skillman
'roject Manager
1;astleRock Concrete Inc.
V
1/18/2009
04/24/2008 15:18 4653888069 PAGE 02
70 Rock Road Belgrade, MT 59714
Phone: (406) 388 -8090 Fax: (406) 388 -8089
C871VrCFtETE, NC�IC,. Email: castlerock *castierockconcrete.com
DATE: April 24, 2008
LOCATI Baxeman
PROJECT: B ozeman Parking Garage
CONTMCTW; Martel Construction Proposed Change ADA Detectable Warning Surface
Bid Items
ITEM ITEM UNIT UNIT TOTAL
NUMBER DESCRIPTION MEASURE QUANTITY PRICE PRICE
1 ADA D CTAB WARN G SP 200.0 45.00 9000.00
TOTAL BID PRICE ,000.00
CONDITIONS:
-Prize includes furnish and installation of 20 pieces of 24" by EW Blade colored ADA panels
as ou#lined and marked on the plan sheet ICR by Mark Brown dated Q24MODB.
-Price based on ADA solutions product submidW to Martel on March 12, 2008.
-Some trlming may be necessary W make product fit correctly.
Respectfully Sub 1
nathan SkIllman CastleRock to Inc.
PAGE 01
04/24/2008 15:18 4068888089
CASTLEROCK CONCRETE INC.
70 Rack Rd.
r•
Belgrade, MT 59714 r• �f �f`
PHONE; 406 1388402 0
FAX: 4061388 -8089 C d i11 iR T c, A r C..
Fax
TO: COMPANY: an r
FAX NO.: �1ffX� S .t^ PHONE NO.
FROM: t �,►tCI,GG is OF PAGES INCLUDING COVER: 2
BATE: t
SUBJECT: D, DA gwerx p0qrcf.&;j�'
MESSAGE:
Martel Construction, Inc. Job Cast Summary 01 -17 -2009 Page 5
System Time: 4:04 pm
07 -016 Bozeman Tntermodal Facility
Bozeman, MT
Original JTD Budget
Estimate Costs Variance
MECHANICAL
15 -999 Plmbg /HVAC +Fr Sprnk -Willm 461,000.00 .420,657.00 40,343.00
MECHANICAL 461,000.00* 420,657.00* 40,343.00*
ELECTRICAL
16 -999 Electricl -Vally Elc Cntrt 573,000 -00 580,930.00 7,930.00
ELECTRICAL 573,000.00* 580,930.00* 7,930.00
FIELD WORK ORDERS
FWO -001 Rotate Col Grd C.6 12 600.20 600.20
FWO-002 ADA Ramps 2,048.85 2,048.85
FWO -003 24 x 24 Access Doors 1,289.99 1,289.99
FWO -004 Slab Step Retail 325.42 325.42
FWO -005 Add Rebar Shearwalls 7,056.00 7,056.00
FWO -006 Beam Penetrations 48.00 48.00
FWO -007 Black Ave SS Repair 838.57 838.57
FWO -009 Door M -1 Revisions 1,443.00 1,443.00
FWO -010 MACON- Tssues 13,738.12 13,738.12
FWO -011 Fab. #4 Stirrups 238.01 238.01
FW6-013 Add TS Col. Stairs 278.21 278.21
FWO -014 Move Mendenhall Fence 939.97 939,97
FWO -015 Site Grading 450.00 450.00
FWO -016 Parapet Wall 0-1 886.72 886.72
FIELD WORK ORDERS .00* 30,181.06* 30,181.06
07 -016 Totals 8,113,500.80* 8,573,932.55* 460,431.75
i
i
MARTEL CONSTRUCTION, INC.
MAIN OFFICE BIGFORK OFFICE
1203 South Church Avenue 305 Highway 83 RECIPIENT OF 1990 NATIONAL BUILD AMERICAAWARD
Bozeman, MT 59715 -5801 Bigfork, MT 59911 1999MONTANA FAMILY 2 INE590F THE YEAR AWARD
(406) 586 -8585 Fax (406) 586 -8646 (406) 837 -1063 Fax(406)837-1068 2001 MCA CONCRETE EXCELLENCE AWARD
January 19, 2009
Prugh Lenon Architects, P.C.
27 East Main Street
Bozeman, Montana 59715
Attention: Dick Prugh
Re: Bozeman Intermodal Facility
Bozeman, Montana 59715
Subject: COR 008
Reference: Add Rebar Shear Walls Rotate Col. C/6 Re- profile Tendons
Dear Dick,
As requested, we propose to provide all labor, materials, and equipment required to perform the above
mentioned work. Our breakdown of the work is attached. Our quotation is based on our interpretations of
of the instructions and scope of work identified in the request, specifications and /or drawings. If we have
misinterpreted the request in any way (omissions, etc.), please advise us prior to processing this quotation
into a formal Change Order. Otherwise, our interpretation shall stand as correct.
We have been directed to proceed with the work per the instructions in the Change Order Request.
At this time, we are hereby requesting 5 calendar days time extension to the scheduled
completion date of August 4, 2008.
We are requesting an additive Change Order for the amount of. $8,320
Martel Construction, Inc. reserves the right to submit a request for any additional time and or cost for
disruption, impacts, acceleration, delay, or suspension which cannot be determined at this time.
If you have any questions, please call me at (406) 922 -5504.
c
c
Sincerely,
0
0 MARTEL CONSTRUCTION, INC.
o CqAJ�4
C
c' Mark Brown
Enclosure(s) C 4� uo 01
06
cc. File
06 James Goehrung COB
0.3
COMMERCIAL RESIDENTIAL INSTITUTIONAL INDUSTRIAL
I S 157M
i
R Mountain Kebab, Inc.
P.D. B ox 67l
Bigfork, MT 59911-0671
WORK AUTHORIZATION FORM
CONTRACTOR'S NAME
OUR
JOB NAME
NO. ATE
D
THIS IS TO AUTHORIZE WORK TO BE PERFORMED AS: (CHECK ONE)
EXTRA WORK TO OUR CONTRACT: TIME AND MATERIALS
STRAIGHT TIME RATE
OVERTIME RATE CONTRACTOR'S P.O. NO.
PREMIUM TIME ONLY
r'
DESCRIPTION OF WORK:
i
ROCKY MOUNTAIN RESAn, INC. IS HEREBY AUTHORIZED TO PROCEED WITH THE WORK AS DESCRIBED:
AUTHORIZED BY:
CONTRACTOR
EMPLOYEES NAME HOURS DATE INITIAL
THE DESCRIBED WORK HAS SEEN PERFORMED AS AUTHORIZED AND THE ABOVE HOURS ARE CORK
s d
SIGNED SIGNED
CONTRACTOR f;'!�C KY MOUNTAIN!?EE+AFt, INC.
WIHITF COPY Main Office CANARY COPY Fabricator PINK COPY Contractor GOLDENROD COPY w=ield
MARTEL CONSTRUCTION, INC.
MAIN OFFICE BIGFOpK OFFICE
1203 South Church Avenue 305 Highway 83 RECIPIENT OF 19W NATIONAL SUILOAMERICAAWARD
Bozeman, MT 59715.5801 ftfork, MT 59911 1998 SBA ENTREPRENEURIAL 3000E38 AWARD
1998 MONTANA FAMILY BUSINESS OF THE YEAR AWARD
(406) 586 -8585 Fax (406) 686 -8646 (406) 837 -1063 Fax (406) 837 -1068 7001 MCA CONCRETE EXCELLENCE AWARD
May 4, 2009
Prugh Lenon Architects, P.C.
27 East Main Street
Bozeman, Montana 59715
Attention: Dick Prugh
Re: Bozeman Intermodal Facility
Bozeman, Montana 59715
Subject: COR 010
Reference: Install Owner Furnished Parking Signage
Dear Dick,
As requested, we propose to provide all labor, materials, and equipment required to perform the above
mentioned work. Our breakdown of the work is attached. Our quotation is based on our interpretations of
of the instructions and scope of work identified in the request, specifications and /or drawings. If we have
misinterpreted the request in any way (omissions, etc.), please advise us prior to processing this quotation
into a formal Change Order. Otherwise, our interpretation shall stand as correct.
We have been directed to proceed with the work per the instructions in the Change Order Request.
We are requesting an additive Change Order for the amount of.
Martel Construction, Inc. reserves the right to submit a request for any additional time and or cost for
disruption, impacts, acceleration, delay, or suspension which cannot be determined at this time.
If you have any questions, please call me at (406) 922 -5504.
Sincerely,
VEL NSTRUCTI
y r
To Martel
Enclosure(s)
CC. File
James Goehrung COB
COMMERCIAL RESIDENTIAL INSTITUTIONAL INDUSTRIAL
�ata�� l X60
MARTEL CONSTRUCTION, INC.
MAIN OFFICE BIGFORK OFFICE
1203 South Church Avenue 305 Highway 83 RECIPIENT OF 1990 NATIONAL BUILD AMERICA AWARD
Bozeman, MT 59715-5801 8igfork, MT 59911 1999 SBACNTREPRENEURIAL SUCCESS AWARD
1999 MONTANA FAMILY BUSINESS OF THE YEAR AWARD
(406) 586 -8585 Fax (406) 586 -8646 (406) 837 -1063 Fax (406) 837 -1068 2001 MCA CONCRETE EXCELLENCE AWARD
February 4, 2009
Prugh Lenon Architects, P.C.
27 East Main Street
Bozeman, Montana 59715
Attention: Dick Prugh
Re: Bozeman Intermodal Facility
Bozeman, Montana 59715
Subject: COR 014
Reference: Type L Fixtures Black Ave. Mendenhall St. Canopies
Dear Dick,
As requested, we propose to provide all labor, materials, and equipment required to perform the above
mentioned work. Our breakdown of the work is attached. Our quotation is based on our interpretations of
of the instructions and scope of work identified in the request, specifications and /or drawings. If we have
misinterpreted the request in any way (omissions, etc.), please advise us prior to processing this quotation
into a formal Change Order. Otherwise, our interpretation shall stand as correct.
We have been directed to proceed with the work per the instructions in the Change Order Request.
We are requesting an additive Change Order for the amount of. 111 $1,928
Martel Construction, Inc. reserves the right to submit a request for any additional time and or cost for
disruption, impacts, acceleration, delay, or suspension which cannot be determined at this time.
If you have any questions, please call me at (406) 922 -5504.
Sincerely,
MARTE.4 CONSTRUCTION, INC.
Z&�
ark Brown C I&
Enclosure(s) I' l
CC. File
James Goehrung COB
COMMERCIAL RESIDENTIAL INSTITUTIONAL INDUSTRIAL
1 960
Prugh Lenon Architects, P.C.
February 4, 2009
Page 2
RE: Bozeman Intermodal Facility
Bozeman, Montana 59715
SUBJECT: COR 014
REFERENCE: Type L Fixtures Black Ave. Mendenhall St. Canopies
CHANGE REQUEST BREAKDOWN:
Labor
Material
Subcontract 1,774.00
Other
Subtotal 1,774.00
Construction Managers Fee 6.0% 106.44
Subtotal 1,880.44
Insurance Bonds 1.5% 28.21
Subtotal 1,908.65
Gross Receipts Tax 1.0% 19.09
Calculated Proposal Request 1,927.73
TOTAL CHANGE ORDER REQUESTED: $1,928
REMARKS AND QUALIFICATIONS:
Typ L Recessed Fixtures would not fit in canopies as drawn and specified. See attached Will Van Dyken fax
dated 1/23109 for substitute Type L Surface Mount Fixture.
Jan-23-09 03408P Van Dyken Engineering 406- 586 -2205 P.01
4„
VAN NOWYMIN FAX (4061 5&5--22DS
PRC F=ONAL fiONSLILI NG ENGNSM 37 Sp.NGH PILV Do
BOMMAN, t i 57 i Sc
Dates k0. 09 papo �Ina1•
To: PAr) J�j 0 A/-
RZI I h4 &P BAR A 6
"Utioxg.. .nth2 r L C }l
/-IAf7 70 7 7/ t 4 I T-1- A'j
r
it 411 paps am Aot reaeivedo
Jan -211 -09 03_08P Van loykan EngIneer;ng 406 —See -2205 P_02
Surface Squares (TS'I.S, TS24)
Sur'f1riR5¢WMSprC(frCftfarr C'�;�;Y33��� *�s�
Surtac Sgwre Ilanil� ins are deargr+ed ier eotlatkFdat a�plr�arl�ens, AvalBble In 70 •;F.��;
!41160 watt mogi+l hfgh ptessurn 5adfurl+ Iamp end t7S M 400 watt mend base
vMW hdllde tamp. Avaliable with tsp jfO 120. AS. 24% I77, 480 Wntt or 41UT (129,
208, 240, 27TA 66!12 baltest. IJATOUIFO� shall ba COMP*tefy v*-.wed em of y
lns�fla4ort,
A 20 gauge C.R. stni houOrg, one pleoe smeal doer end vim frntshed h haktd yyhlta lamp Trot kvll; d
eMantr!l. Stu* 5tW frwo sappertnd with concealed tMlon spring !antic" (751 5) o;
hn:90 fM4) is easily remand for dear iO5 and eelarnping. Avelfabla with a di dic e of
ddfkwrb, Corning #73 "C" 0111! PO T515 only), drop teaOMR ;L�, lrfurrrph t
ON, T524 trig). t4Lrnp ti If M4.1. 7515 otdy Poreel'ain lamp qui so&et wkh 1,5�IGHT 2b59 ft
prated st�M 0*11 and spring Inackti tenter mmtKt t*mlvwtes lamp Wosening.
a4010e 0r�ks
Surface Squaws 5hall4MMOn a 1w9 lasting U_L recognlxsd Hipb P was Factor (HPF)
av *iraretf Clt W type Wait. "If stag m[!
la! tt -20f ft metal l Nilde and 7n�
40f 4.4tt tot gih hi prmute sodlurn. Memo rY ap arrgos mry ba lnipd in 175 -aq6 v rrr I wort tr V* tuilde fttum. Far vigAblltty of 22W4 W, So t baR4st e�it+stdt &coy,
spinnrm�tu:tAo- rOts+ce4r prauldest urtiffanrY rfmrrrrMud wide hear 6strt6unnn. Y\ D 1 t'►LN 1{it����l'�L�
Corwitle�fnbl 5 banks. sh[�vla[+vrrrs, F�o+tfgwa roams, arrd aMlIcaft s where AL CMUL III
temng dots net perm!# rccewd lighting. MDNTANA
mrtorpl d o�clrt�iti �tt�tat�tNp
►7d+4d �ta WNrwl�+t�fq
{m�
dlxur»rttlr
WON ��I
lo=
tJ ts",'�
TYPE EE; T815.1- 5- 8- H4MT -CO -DP -SLACK
1S' SURFACE SQUARE 1Nf C.ORNINU #7;l CaLAS
r F9N�t11Mj4• :PAd6irlGp �iMi�'3�Iy1{ ti�ravr a.loe tlptan.
sra*'rc+ s�.et
T51S/YSlf d.711 5•1NId■Seem 6 SurfMtMGVM H- Mfit +Iit+IrWr !74 M•tivgh4'MW CO• CPT" R7
1 100 ri Mlgh P+esva 208 Flnar tx Omp Le *e
i
-ISO 54dlran 240 IC51•t Tft* I
e- 737 S737a Ow I
1-20
25t! 4 (T 74,10P• KSM I {f515 tl
6.1100 A1k�rWOerM-
700 T90PS M,, 2"v) i
3I4.370PS 31F 5Ind1a wMa area
350.3M DIX• PautleMbe*ru*
aan 4t17PS EM xma "My Guard Raley and 6ack*t (4ffau l feuart
T 4M6t! Emrrgerxy t7uem Daly Rela7 and Saeket kanso laCtery)
�'S quart 3cv�r1 Linty leitr. pawar ocgrdrad, consult lactary!
DP vamp 1000W
7P lame runt swans
CSA Certffcanon can factory, PM- Fft%Dn Orw*sd Sodrel 1
ntdulevt fASvsls 601554:039 1 OA 581 X330 6eoc 70881 4{qa
71FD Pxloas 13" FO, 9mr 6kalr 9 lJtrtl 44r 1*"
7 wrAanligt'd.eem
D
c� OPOSED CHANGE ORDER
CCN# 1016
Valley Electrical Contracting Date: Bozeman 009
2820 Latimer Suite A Project Name: Bozeman Intermodal Facility
Missoula, Latimer
59$08 Project Number: 3552
Page Number: 1
Client Address:
Martel Construction
Contact: Mark Brown
1203 South Church Avenue
Bozeman, MT 59715
Work Description
Credit for 4) Type L fixtures to be replaced with Surface Mounted Fixtures.
Replacement fixtures= Northstar TS 15- 1- 5- 8- H- 4MT -CO -DP -BLACK
We reserve the right to correct this quote for errors and omissions.
This quote covers direct costs only and we reserve the right to claim for impact and consequential costs.
This price is good for acceptance within 10 days from the date of receipt.
We request a time extension of 3 days.
Wewill supply and install all materials, labor, and equipment as per your instructions on CCN #1016.
Itemized Breakdown
Description Qty Net Price Unit Total Mat($) LaborUni Total Hours
FIXTURE L -4 150.00 E 600.00 1.13 E -4.52
FIXTURE L- REPLACEMENT 4 490.00E 1,960.00 1.00E 4.00
B1 -1 YELLOW WIRE CONN -8 D.DDC -0.00 0.00C -0.00
#10x2 WOODSCREW -16 0.000 -0.00 0.000 -0.00
LU100 HPS LAMP -4 0.00E -0.00 0.08E -0.32
MXR100 /U /MED /OMHLAMP 4 0.00E 0.00 0.08E 0.32
Return Frt Handling 1 50.00 E 50.00 0.00 E 0.00
Fn for Replacements 1 50.00 E 50.00 0.00 E 0.00
Totals 1,460.00 -0.52
ORIGINAL
PROPOSED CHANGE ORDER
Client Address:
CCN# 1016
Valley Electrical Contracting Martel Construction Date: 1/2812009
2820 Latimer Suite A 1203 South Church Avenue Project Name: Bozeman Intermodal Facility
Missoula, MT 59808 Bozeman, MT 59715 Project Number: 3552
Page Number: 2
Summary
General Materials 1,460.00
Material Markup (Q 15.000 219.00
Material Total 1,679.00
JOURNEYMAN -0.52 Hrs $52.00) -27.04
r &d (2.00 Hrs Q $55.00) 110.00
Labor Markup 15.000 12.44
Final Adjustment -0.40
Final Amount $1,774.00
CONTRACTOR CERTIFICATION
Name:
Date:
Signature:
I hereby certify that this quotaton is complete ern accurete based m the inFwrretion provided.
CLIENTACCEPTANCE
CCN #:1016
Final Amount :$1,774.00
Name:
Date:
Signature:
Change Order
t needy accept this quotaWn and autWIM Ule Wntractor tD coffoete the above tleacrlbed mOL
ORIGINAL
VAN MKRH (INSOMMEMO S FAX (941
QS.lLL17'4N N. fYil Sf� I.
P A C k a
VA A
AR A-6 7 JQ
1 l a 9e Kam
P Az /V 5
P1eaao apl3 At a.0 X222 oxa =u received.
Sup*e Squares (TSI5, TS24)
5urtno Square kmtna m are dn;ned far rarta mraal a ka*m, Avaldbld In 7a
f� :rg�Ms-
to aoo watt ul lose hr h pressur4 7&lum lam and 175 t4 4 00 watt base
►+�9 P mogul
molar halide lamp. Ararlable with f5p�% p) 120.,M. 240, 277,490 vdt a 41AT (120,
2011, 240, 27M. 60H2 ballast. LoT*1mlre shall Era caftsplc#eiy sr*AvWL'd far ease of x.
lnsiallatian. 4
Aark Piaducr DmmAtiam tamp rrdi h�elireLad
A 20 gauge CA st4b1 hrm Wq, one plem sWvl Omar amd tdm finished Er1 b l od w"
enaarter. SW* skeel fragile suppodRtj with CgleeeKed t=1011 spring tatdies (1515)
EwhgjpS (T524) is easily rer CMdl for rlmning and relamping. A,velfalsla wt#h a ctolre of
diffr m, Cartring #73 (C% drop opal (d4 TSi S omly), drop lmmrrre (M, Triumph I
WSH, M4 Dilly ar Tdomph If MR TS15 m4y► PbreArMri lamp gHp sadtat with WEIGHT m 2659 ftrs
rl�kel plet4d screw Omll andspring I�dKd eerr�r Knntaet eNmkates lamp Wosenin¢,
BnPlaxk ChiilriflAdstks
surface Sgvarc:s shall wntnln a king lacvng U.L. rerognlxad Nigh P1mw Factor (HPF) n,ua° rrstss
au�tra foil w type Wait. Wfll start lamas at -201 C VC1 fOr rrKO hrallde and 1 a.• M2
4{1f "K) fnr higis pressure sodium. Mal�ury vapor lamps may by used In MAC*
vmtt i "Ida i6rb7res. For alailahlltry of 72W4W., MHz b4Wst rat Imay.
7�
Ra'MWforr4s3ansW 2s TuAl
Spun alumlrhmt ST=CG raflretar pr&AE6&a ursifC r tynursotrlcal wide tmmrn dl&i lhrrfiarl. y'/fyA k' s, N E NGLNEE RI NG
SCFWu edA p�cdum
VAN ONALO W�r WO EWW
CarTkkm, rablbiss. 5tom banks, shavwaim, wnfareme roorrd, and appllcalbrxr where 8OZEWN MONTANA
cefnng does net prm+tt rccrRCd llgh #ir`g- `om*jd do GtArip�inCR vriTh fit! me
fT1 410aal0Iidd onoWoobf
l tIlFlll�
4
Y
13 E3
CmAhAlkamm
15' SURFACr SQUARE W 1 CORNING �#73 PEA
T5;15,.. Mi t30 R
isege/ 5yuw
nisnug 0-m S iMd■ Diem a- Surfx+ Mmmt 4. haft +I 1-IAIrer i70 H Nigh Pa*w CCs -CmW4 F7�
1 104 I s High Nemm WS Fancr Lx Drop Lemite
2 -ISO Stdhorm 240 m r&xrph I j
3 17S Z77 mu ow
4 4B4 Ks" 1A40 II
6 i0U M +IM7: Kt 14, 24q, {rS15 rx'Jy} 1
740. 207$ 744, 27M r
320.3m SIF %I" In11no Free
350.3FW, DIF pnuh18M%%&FUW
4W _40M EM. EIr1omOit7/quelh lhdnpr Ind Soawt (wrnsal fadary)
EMsb Emeigeh othVrY tof Relaf end Swkd Kmnsldr IX700
OS 4'>a*d Sc,� Only K vm+w regrArrrd, eansuk leerery}
Dp Damp maven
TP 7W"F Rewmt scoms
CSA CMI(maaon eansuh ffit4r}4 P% Fmhbn bdmud So*d
7brth Syr LWiing
2150 p+rl� PIS F,Ci, IRA 503A IernKh& MM 64155 -4319 703 681 -030 Fax 70MI -61546 vnmfxlighta.eam
Surface Squares (TSIS, TS24)
Surface Square Specification
Surface Square luminaires are designed for commercial applications. Available in 70
to 400 watt mogul base high pressure sodium lamp and 175 to 400 watt mogul base
metal halide lamp. Available with (specify) 120, 208, 240, 277, 480 volt or 4MT (120,
208, 240, 277V), 50Hz ballast. Luminaire shall be completely pre -wired for ease of
installation.
Basic Product Description
A 20 gauge C.R. steel housing, one piece steel door and trim finished in baked white Lamp not included
enamel. Sturdy steel frame supported with concealed torsion spring latches (TS15) or
hinges (TS24) is easily removed for cleaning and relamping. Available with a choice of
diffusers, Corning #73 (CO), drop opal (DO TS15 only), drop lexalite (LX), Triumph I
(KSH, TS24 only), or Triumph II (KSH -2, TS15 only). Porcelain lamp grip socket with WEIGHT 26 -59 Ibs
nickel plated screw shell and spring loaded center contact eliminates lamp loosening.
Ballast Characteristics
Surface Squares shall contain a long lasting U.L. recognized High Power Factor (HPF) e -1 /q" (rsls) Li auto transformer type ballast. Will start lamps at 20 °F 30 °C) for metal halide and 12" (TS24)
-40 °F -40 °C) for high pressure sodium. Mercury vapor lamps may be used in 175 -400
watt metal halide fixtures- For availability of 220/240V, 5CHz ballast consult factory.
15" (TS15) Y
Reflector Assembly 24" (TS24)
Spun aluminum stucco reflector provides a uniform symmetrical wide beam distribution.
Suggested Applicatons
Corridors, lobbies, Stores, banks, showrooms, conference rooms, and applications where
ceiling does not permit recessed lighting.
Unit Wattage Photometrics Mounting Lamp Style Voltage Ballast Style Options
TS -15 2 5 8 H 120 H co
Surface Square
TS15/TS24 0-70 5 wide Beam 8- Surface Mount H Metal Halide 120 H High Power CO Corning #73
1 100 LS High Pressure 208 Factor LX Drop Lexalite
2 150 Sodium 240 KSH Triumph 1
3 175 277 (TS24 only)
4-250 480 KSH -2 Triumph II
6-400 Accessories 4MT (120, 208, (TS 15 only)
200 20OPS SIF 240,277V)
320 320PS SIF Single Inline Fuse
350 350P5 DIF Double Inline Fuse
400 40OPS EM Emergency Quartz Relay and Socket (consult factory)
EM60 Emergency Quartz Delay Relay and Socket (consult factory)
QS Quartz Socket Only (aux. power required, consult factory)
DP Damp Location
TP Tamper Resistant Screws
CSA Certification consult factory. POS Position Oriented Socket
North Star Lighting
21 50 Parkes Drive RO. Box 6038 Broadview, Illinois 60155 -6038 708 681 -4330 Fax 708-681-4006 www- nslights.com
Surface Squares (TS15, TS24)
Photometrics
aas
ZONAL LUMEN SUP-MARY Number: TS24- 658H -CO
ZONE LUMENS °6LAMP %FIXT Lamp. Phosphor Coated Metal Halide
k� l 0 -W 280.9 26.1 41.2
0 A0 404.4 40'4 &3'9 Reflector: Pyramidal patterned surface
Cho 5726 57a 90.4
090 6332 63.3 1000
9 -Iso 0.6 0.0 0.0 reflector; flat prismatic door glass
G So 633.3 63.3 100-0 Efficiency: 63.3%
CIE Type: Direct
deg. 90'• COEFFICIENTS OF UTILIZATION- ZONAL CAVITY METHOD Luminaire Spacing Criteria. 1.1 0 Deg,
y ih 80 70 _50 30 _10 0 1.2 90 Deg.
70 50 39 10 70 50 30 10 50 30 10 50 30 10 50 30 10 0
90 deg. v Candela Lumen values are based on 1,000
0 75 75 78 75 74 74 7a Y4 70 70 ]a 6] 57 67 65 65 65 p
1 71 ,6 65 65 69 87 656 63 64 63 62 82 61 60 60 59 58 57 lamp lumens. For other lamp lumen ratings,
2 6, 82 59 56 65 61 58 50 59 57 55 57 55 53 55 54 52 51
f_ 3 62 57 53 50 61 66 52 49 54 51 49 63 50 45 61 49 47 46 multiply candela and lumen values by the
4 58 52 48 45 57 51 47 44 50 46 44 49 46 43 47 45 43 42
5 54 46 43 40 53 47 43 40 46 42 39 45 41 39 44 41 39 37 number: Lumens divided by 1,000,
6 51 44 39 36 50 43 39 36 42 38 35 41 38 35 40 37 35 34
00 7 47 40 35 32 cB 4o 35 32 39 35 52 38 34 32 37 34 31 30
8 44 37 32 29 43 36 32 29 33 02 29 35 31 29 34 31 28 27 Per 1,000 Lamp Lumens
9 41 34 29 26 40 51 29 26 03 29 26 32 28 26 31 28 26 25
10 38 31 27 24 38 31 26 24 30 26 23 30 26 23 29 26 23 22
Mr........ GANaQIA.._,...LU.ME..N$
0.0 9o,0
0 326.0 3R6.o
5 3250 328.0 31.0
15 313.0 335.0 92.0
25 277.0 310.0 137.0
35 201.0 232,0 144.0
45 117,0 133,0 106.0
55 59.0 67.0 6210
65 33.0 30.0 34.0
75 19.0 IB,o 20.0
05 6.0 5,0 7.0
90 0,0 0.0
J-333 ZONAL WHEN SUMMARY Lamp: Number: T515- 158H -CO
Lamp: Phosphor Coated Metal Halide
ZONE LUMENS %LAMP %FIXT
0.30 262.0 25.2 38.4
,•40 400.0 4DO 6D9 Reflector: Specular hammertone interior
0.60 586.0 58.6 89.3
o•90 6570 65.7 10o,D reflector with truncated pyramid
9D-16o 0.0 0.0 00
0 -Itl0 657.0 65.7 100.0 shape, clear flat prismatic cover
.`es glass in metal door frame,
COEFFICIENTS OF UTILIZATION ZONALCAVITV METHOD prisms out
0 deg, 901 80 70 5o 30 10 0 p
70 SO 30 10 7o 5D 30 10 50 30 10 50 30 10 60 30 10 0 Efficiency: 65.7%
90 deg. CIE Type. Direct
0 76 70 78 76 76 76 76 76 73 73 73 70 70 70 87 61 67 68
73 70 68 66 71 69 66 64 86 54 62 83 62 61 61 60 59 57 Luminaire Spacing Criteria. 1.2 0 Deg.
2 67 63 69 55 66 61 58 55 59 56 54 67 55 53 55 53 51 50 1.2 90 De
3 62 s6 52 48 61 55 51 47 53 50 47 52 49 46 50 47 45 44
4 58 51 46 42 56 50 45 4P 46 44 41 47 43 41 46 42 40 39
53 46 41 37 52 45 40 37 44 40 38 43 39 36 42 39 36 34
6 50 42 37 33 49 41 38 33 40 36 33 39 35 32 38 35 32 31 Candela Lumen values are based on 1,000
7 46 38 33 30 45 35 33 30 37 33 29 3e 32 29 35 32 29 26
6 43 35 30 27 43 35 30 Z7 34 30 27 33 29 26 33 29 26 25 lamp lumens, For other lamp lumen ratings,
9 41 33 20 24 40 32 75 24 32 27 24 31 27 24 30 27 24 23
10 38 30 26 22 30 30 25 22 29 25 22 29 25 22 26 25 22 21 multiply candela and lumen values by the
number: Lumens divided by 1,000.
Per 1,000 Lamp Lumens
RErI S
...,,.._cANML&.....- LUMEN
0.0 90.0
0 333.0 333.0
5 331.0 330.0 31.0
15 314,0 $13.0 89.0
25 286.0 287.0 132.0
3s 237.0 240.0 147.0
45 147,0 157,0 116.0
55 60.0 80.0 71.0
65 37.0 41.0 40.0
75 21.0 21,0 23.0
H 85 B.0 6,0 8.0
9D 0.0 0.0
North Star Lighting
a
2150 Parkes Drive R0. Box 6038 Broadview, Illinois 60155 -6038 708-681-4330 Fax 708-681-4006 www n5lights.com MGM
Surface Squares (TS15, TS24)
fay, ZONAL, lOMENSNMMAAY Catalog Number: TS24- 65SH -KSH
l ZONE L0M5Ng %L4MP °.:Fl%T p' p Lam Phosphor Coated Metal Halide
y
263 0_30 259.0 216.9 41.3
Y `y I 0 0 364.0 30.4 58.0 Reflector: Pyramidal patterned surface
0.60 47x.0 47.8 76.2
175 0_90 608.0 60.6 96.9 reflector; pyramidal shaped
\1`�` I 90 -130 19.0 1.9 3.1
o-,ao 647.0 62.7 100.0 prismatic drop lens
X 87 Efficiency: 62.7%
0deg, 99- CIE Type: Direct
COEFFICIENTS OF UTILIZATION- ZONAL CAVITY METHOD Luminaire Spacing Criteria: 1.0 0 Deg.
f 80 70 50 30 10 0 11 90 Deg.
70 50 30 10 70 50 30 10 50 30 10 50 30 10 60 30 10 0
90 deg. \60" 0 ]4 74 14 74 72 72 72 72 09 59 e9 65 65 65 62 62 62 01 Candela Lumen values are based on 1,000
1 as 65 63 Sd 88 84 81 59 81 59 57 58 56 55 55 54 53 51
2 63 50 55 51 61 57 54 51 55 52 59 57 50 48 5o 48 46 45 lamp lumens. For other lamp lumen ratings,
3 59 53 48 45 57 52 48 44 50 46 43 48 45 42 46 44 41 40
4 55 49 44 40 53 48 43 40 40 42 39 44 41 38 43 40 38 38 multiply candela and lumen values by the
5 51 44 40 36 50 44 39 36 42 35 35 41 37 35 40 37 34 33 number: Lumens divided b 1,000.
6 4 9 41 38 33 47 40 35 33 39 35 32 38 35 32 37 34 31 30 y
0. 7 45 38 33 30 44 37 33 30 35 32 29 35 32 29 34 3, 29 26
3 43 35 51 27 42 35 30 27 34 30 27 33 29 27 32 29 27 25 Per 1,000 Lamp Lumens
9 40 33 2 25 39 32 28 25 31 2B 25 31 27 25 30 27 24 23
10 38 31 26 23 37 30 28 23 29 26 23 29 25 23 28 25 23 22
a,o so.o
0 339.0 339.0
S 340.0 343.0 33.0
,5 327.0 35010 96.0
25 245.0 2820 130.0
35 142.0 183.0 105.0
45 7$.0 100.0 65.0
55 a0 .a 63.0 49.0
65 49,0 57.0 50.0
75 46.0 5010 47,0
85 35.0 25.0 33.0
90 24.0 15.0
95 14.0 4.0 14.0
105 4.0 2.0 3.0
115 210 OA 2.0
125 0.0 0.0 1.0
135 0.0 0.0 0.0
North Star Lighting
2150 Parkes Drive P.O. Box 6038 Broadview, Illinois 60155 -6038 708- 681 -4330 Fax 708 -681 -4006 www,nslights.com
i` Y
MARTEL C O NSTRUCTIO N, INC.
NINA OFFICE BWOBII OFFICE
1203 South Church Avenue 305 Highway 83 RECIPIENT OF 17909A71ONAL SUILOAMERICAAWARO
Bozeman, MT 59715 -5801 Bigtork, MT 59911 1 N2ERAENTREPRENEURIAL SUCCESS AWARD
(406) 586.8585 Fax (406) 586 -8646 (406) 837 -1063 Fax (406) 837 -1068 1996 2001 MCA COO RETEEXCELLE CE AWARO
May 2, 2009
Prugh Lenon Architects, P.C,
27 East Main Street
Bozeman, Montana $9715
Attention; Dick Prugh
Re; Bozeman Intermodal Facility
Bozeman, Montana 59715
Subject. COR 4 019
Reference; Add Exit Lighting, Closures Smoke Seal for Storage
Dear Dick,
As directed, we propose to provide all labor, materials, and equipment required to perform the above
mentioned work. Our breakdown of the work is attached. Our quotation is based on our interpretations of
of the instructions and scope of work identified in the request, specifications and /or drawings. If we have
misinterpreted the request in any way (omissions, etc.), please advise us prior to processing this quotation
into a formal Change Order. Otherwise, our interpretation shall stand as correct.
We have been directed to proceed with the work per the instructions in the Change Order Request.
We are requesting an Additive Change Order for the amount of Sa,251
Martel Construction, Inc. reserves the right to submit a request for any additional time and or cost for
disruption, impacts, acceleration, delay, or suspension which cannot be determined at this time.
If you have any questions, please call me at (406) 922 -5504.
Sincerely,
M L NSTRUCTION, I
Ton artel It Q�
G
Enclosure(s)
CC. File
James Goehrung COB
COMMERCIAL RESIDENTIAL INSTITUTIONAL INDUSTRIAL
54 9&1� 1 dD
Tot1 Martel
From: Don Stueck
Sent: Tuesday, April 14,2009 11:11 AM
To: 'jgoehrung @bozeman. net'
Cc: Tony Martel
Subject: Added Lights
r
James, the emergency lights will be shipped out of Atlanta tomorrow so we should have them on Thurs. Matzinger will
start installing the nine added lights on Thursday and have everything complete by Friday evening. Matzinger will do
this on a time and material basis with a guaranteed max of $5000. The lights are $240 each plus $260 freight. Adding
conduit, wire and labor the total will not exceed $5,000 plus our fees.
Don Stueck
Commercial Project Manager
Martel Construction, Inc.
Phone: (406) 922 -5603
Fax: (406) 586 -8102
dstueck0mar,j loon t,com
I
i
I
I
X
MARTEL CONSTRUCTION, INC.
MAIN OFFICE BIGFDRK OFFICE
Vie_? 1203 South Church Avenue 305 Highway 3 RECIPIENT OF 1 NATIONAL BUILDAMERICAAWARD
j y 9G0 042 SBA ENTREPRENEURIAL SUCCESS AWARO
r7- w�.
Bozeman, MT 59715 5$01 Biplork, M759911 1999 MONTANA FAMILY SUgINES50FTNEYEwRAWARO
(406) 586 -8585 Fax (406) 586.8646 (406) 837.1063 Fax(406)837-1068 2001 MCA CONCRETE E%CELLENCEAWARD
April 10, 2009
Mr. Bob Risk
Chief Building Official
Bozeman Building Dept.
Re: Emergency lighting for Intermodal Facility
Dear Bob,
Per our agreement today, Martel Construction will guarantee that by Friday, April 17 at 4:30p.m. there
will be temporary emergency lights on the 2 nd and 3rd levels of the Bozeman Intermodal Facility. We
will work with your department and the fire department to identify where the code requires these lights
and will at least get these temporary light in place.
The emergency lights for this project are special order lights that are guaranteed to minus 40 below zero
so it may take us some time to get the permanent lights ordered and here for installation but we will
proceed timely to do so.
We will require help from the fire department and you to locate the lights on the top level a� there
aren't any walls to place them on. I'm sure we will find spots to make sure we are meeting your
requirements even if they have to be hung off the light poles.
Thank you for help in resolving this matter to allow the facility use on Mor)day for their grand opening.
r
Respectfully,
q
Don 5tueck
Commercial Project Manager
Martel Construction, Inc.
to
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COMMERCIAL RESIDENTIAL INSTITUTIONAL 4� INDUSTRIAL
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