HomeMy WebLinkAbout20- Change Order 1 - Martel Construction - Bogert Pavilion RenovationPage 1 of 2
N:\0417\083 - Bogert Roof\06 Construction\CO (Change Orders)\Change Order #1\25 COB Change Order Form - Bogert CO#1.doc
CHANGE ORDER
No. 1
DATE OF ISSUANCE 6/24/20 EFFECTIVE DATE 6/24/20
OWNER City of Bozeman CONTRACTOR Martel Construction
Contract: Bogert Pavilion - GMP Amendment 2
Project: Bogert Pavilion Renovation OWNER's Contract No. 181901
ENGINEER Morrison Maierle ENGINEER's Contract No. April 1st, 2019
You are directed to make the following changes in the Contract Documents:
Description: Changes to the shoring connection and connection of the steel beam to GLB per ESI #1 (attached)
Reason for Change Order: Update to connections per ESI #1, the additional cost for the connections is being
requested the contingency be used to cover the additional items.
Attachments: (List documents supporting change)
CHANGE IN CONTRACT PRICE:
CHANGE IN CONTRACT TIMES:
Original Contract Price
$ 696,714
Original Contract Times:
Substantial Completion: 9/9/20
Ready for final payment: 9/9/20
(days or dates)
Net Increase (Decrease) from previous Change
Orders No. to :
$ 0
Net change from previous Change Orders No. to
No. : N/A
Substantial Completion:
Ready for final payment: (days)
Contract Price prior to this Change Order:
$ 696,714
Contract Times prior to this Change Order:
Substantial Completion: 9/9/20
Ready for final payment: 9/9/20 (days or dates)
Net increase (decrease) of this Change Order:
$ 16,745 (to be used from Contingency)
Net increase (decrease) this Change Order:
Substantial Completion: 5
Ready for final payment: 5 (days)
Contract Price with all approved Change Orders:
$ 696,714
Contract Times with all approved Change Orders:
Substantial Completion: 9/14/20
Ready for final payment:9/14/20 (days or dates)
Contractor certifies and agrees that there are no additional costs or claims for extra work, additional time, delays or
omitted items, of any nature whatsoever, associated with the subject change order items, except as identified and set
forth herein and unless expressly stated otherwise in the Change Order. And further, that the price agreed-upon herein
represents the full cost and value for the subject work performed and the materials supplied under the terms of the
contract and that the work quantities and value were properly determined and are correct.
CONTRACTOR (Authorized Signature) Date 6/24/20
RECOMMENDED BY: APPROVED BY:
DocuSign Envelope ID: 451FB4B0-2489-4539-A19B-9D90FAF45401
Page 2 of 2
N:\0417\083 - Bogert Roof\06 Construction\CO (Change Orders)\Change Order #1\25 COB Change Order Form - Bogert CO#1.doc
6/24/20
(ENGINEER - Signature) Date OWNER (Authorized Signature) Date
CHANGE ORDER
INSTRUCTIONS
A. GENERAL INFORMATION
This document was developed to provide a uniform format for handling contract changes that affect Contract Price
or Contract Times. Changes that have been initiated by a Work Change Directive must be incorporated into a
subsequent Change Order if they affect Price or Times.
Changes that affect Contract Price or Contract Times should be promptly covered by a Change Order. The practice
of accumulating Change Orders to reduce the administrative burden may lead to unnecessary disputes.
If Milestones have been listed in the Agreement, any effect of a Change Order thereon should be addressed.
For supplemental instructions and minor changes not involving a change in the Contract Price or Contract Times, a
Field Order should be used.
B. COMPLETING THE CHANGE ORDER FORM
Engineer normally initiates the form, including a description of the changes involved and attachments based upon
documents and proposals submitted by Contractor, or requests from Owner, or both.
Once Engineer has completed and signed the form, all copies should be sent to Owner or Contractor for approval,
depending on whether the Change Order is a true order to the Contractor or the formalization of a negotiated
agreement for a previously performed change. After approval by one contracting party, all copies should be sent to
the other party for approval. Engineer should make distribution of executed copies after approval by both parties.
If a change only applies to price or to times, cross out the part of the tabulation that does not apply.
DocuSign Envelope ID: 451FB4B0-2489-4539-A19B-9D90FAF45401
06.24.20
City of Bozeman
Bozeman, Montana 59715
ATTN: Jon Henderson
Martel COR # 01
PROJECT: Bogert Pavilion Repairs
SUBJECT: Reinforcing and Shoring
REFERENCE: ESI #1
Dear Jon:
We propose to provide all labor, materials, and equipment required to
perform the above mentioned work. Our lump sum quotation is based
on our interpretation of the instructions and scope of work
identified by the Proposal Request(s). If we have misinterpreted this information in any
way (omissions, etc.) please advise us prior to processing this quotation into a
formal Change Order. Other wise, our interpretation shall stand as correct.
We have not been directed to proceed with the work.
At this time, we are hereby requesting 3 calendar days for a time extension
Please note this proposal is valid until 6/24/20. Approval beyond that date may result in additional costs or delays.
Our proposal is based on receipt of a signed Change Order within (25) calendar days.
We are requesting an Adjustment to the Project lump sum for the amount of: 16,745.00 $
If you have any questions, please call me at (406) 600-4057
Sincerely,
MARTEL CONSTRUCTION, INC.
John Kalmon
Enclosure(s)
CC. File
DocuSign Envelope ID: 451FB4B0-2489-4539-A19B-9D90FAF45401
ENGINEER’S SUPPLEMENTAL INSTRUCTION ESI #1
Date: June 21, 2020 Job Number: 0417.083
Project: Bogert Park Pavilion Renovation Issued To: Martel Construction
Regarding:
Connection of the steel beam saddle to the existing interior and exterior GLB per detail 2/S300 to
include additional bolts and side plate reinforcing to resist a reversal in the forces seen by the beams
due to an unbalance snow condition if the snow slides off one side. The reinforcing will resist the load
reversal until compression forces can help resist the load reversal.
Information:
Provide (10) additional 1” dia. ASTM A307 through bolts in 2 rows of (5) with the first row starting 3”
below the top of the GLB, and the second row starting 4”. Space the bolts at 3” O.C. The minimum
saddle required for the new bolts shall be ¼” thick, by 1’-8” long and 12” deep each side of beam and
welded to the original saddle. The below shoring detail is acceptable, as an alternative.
Attachments: None
Issued By:
Morrison Maierle Inc By: Jay Fischer Date: 06-21-20
End of Engineer’s Supplemental Instructions
DocuSign Envelope ID: 451FB4B0-2489-4539-A19B-9D90FAF45401
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49
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4
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21
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32
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320
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15
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16
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5,659
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7,326
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22
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23
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50
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75
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756
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75
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92
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1,467
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1,467
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4
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B
4
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0
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8
9
-
4
5
3
9
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A
1
9
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4
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r
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Page 2A
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#
1
.
1
R
e
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n
f
o
r
c
e
m
e
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t
O
n
l
y
R
4
6/24/2020 10:07 AM
Es
t
i
m
a
t
e
T
o
t
a
l
s
De
s
c
r
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p
t
i
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To
t
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t
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b
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a
l
3,
4
2
3
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b
c
o
n
t
r
a
c
t
5,
2
4
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u
i
p
m
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n
t
53
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h
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r
14
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1
5
9
14
,
1
5
9
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n
e
r
a
l
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e
13
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8
9
0
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15
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r
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28
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1
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6
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8
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73
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0
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y
1,
1
7
3
15
,
3
3
2
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t
a
l
15
,
3
3
2
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4
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0
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2
4
8
9
-
4
5
3
9
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A
1
9
B
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9
D
9
0
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4
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Page 1
Bo
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1
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2
S
h
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6/24/2020 10:09 AM
Gr
o
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u
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Total Amount
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N
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1
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t
2
Pr
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10
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0
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49
8
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498
3
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8
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4
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1,840
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5
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7
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24
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51
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8
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9
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23
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1,159
24
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55
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1,209
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72
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72
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720
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r
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27
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CONFIDENTIAL
Price Quotation
June 22, 2020
MARTEL CONSTRUCTION, INC.
1203 S CHURCH AVE
BOZEMAN, MT 59715-5801
Phone: 406-600-4057
Fax:
ATTN: John Kalmon
25387
BZMT1564
07/22/2020
06/24/2020Account #:
Quote #:Expiration Date:
Due Date:
Job #:PO #:
Extended PriceQuantityDescriptionCustomer Part #Part #Price/C
14485 $2,632.08$658.0200400HCS 1-8 x 11 P8
1"-8 x 11" Grade 8 Plain Finish Hex Cap Screw
36419 $212.00$53.00004001"-8 FHN P 8
1"-8 Plain Finish Grade 8 Finished Hex Nut
33852 $272.64$34.0800800USS THRU-HARD 1" P
1" x 2.500" OD Thru-Hardened Plain Finish Steel USS General Purpose Flat Washer
$3,116.72USD Subtotal:
$100.00Shipping & Handling:
$3,216.72USD Total:
*Shipping & Handling charges are subject to change.
FASTENAL
8235 Huffine Lane
Bozeman, MT 59718
Phone: (406)582-8119
Fax: (406)582-8142
E-mail: MTBOZ@stores.fastenal.com
Thank you,
Page 1 of 1 QUOTE REPORTFASTENAL COMPANY
DocuSign Envelope ID: 451FB4B0-2489-4539-A19B-9D90FAF45401
DocuSign Envelope ID: 451FB4B0-2489-4539-A19B-9D90FAF45401
Quote number: Q200615-6
Prepared for:Prepared by:
John Kalmon
Martel Construction
1203 S Church Ave
Bozeman, MT 59715
Phone: 406-600-4057
Chuck Gardenhire
112 Commercial Dr
Bozeman, MT 59715
Created date:
Expiration date:
06/15/2020
07/15/2020
20 Ea. Shoring Saddles including 4 ea. 3/4-10 Grade 8 Studs per unit.
Note; 16 ea. 8.750" Wide, 4 ea. 5.125" Wide
Notes:
Quantity Unit Price Extended PriceNameItemMaterialGaugeWidthLength
Shoring Saddle(2)40 $54.908 $2,196.311MS A36 HR
0.250 in.
.25028.50 20.00
Shoring Saddle(1)16 $21.383 $342.132MS A36 HR
0.250 in.
.25010.00 20.00
Shoring Saddle(3)4 $17.558 $70.233MS A36 HR
0.250 in.
.2506.50 20.00
Weld & Assm.20 $105.177 $2,103.5440.00 0.00
Secondary operations:
3/4-10 All-Thrd.
Weld & Assm.
Total:$4,712.22
6/19/2020 Page 1 of 1www.JMetalWorks.com
DocuSign Envelope ID: 451FB4B0-2489-4539-A19B-9D90FAF45401
Quote number: Q200618-7
Prepared for:Prepared by:
John Kalmon
Martel Construction
1203 S Church Ave
Bozeman, MT 59715
Phone: 406-600-4057
Chuck Gardenhire
112 Commercial Dr
Bozeman, MT 59715
Created date:
Expiration date:
06/18/2020
07/18/2020
4 Ea. Shoring Base Plt. Assm.Notes:
Quantity Unit Price Extended PriceNameItemMaterialGaugeWidthLength
Shoring Base Plt
Assm(1)
4 $21.836 $87.341MS A36 HR
0.500 in.
.50010.63 4.00
Shoring Base Plt
Assm(2)
4 $24.289 $97.162MS A36 HR
0.250 in.
.25012.00 12.00
Shoring Base Plt
Assm(3)
4 $39.385 $157.543MS A36 HR
0.500 in.
.50012.00 12.00
6.00" Sch 40 Pipe 4 $15.600 $62.4040.00 0.00
Weld & Assm.4 $102.375 $409.5050.00 0.00
Secondary operations:
Saw
Weld & Assm.
Total:$813.94
6/18/2020 Page 1 of 1www.JMetalWorks.com
DocuSign Envelope ID: 451FB4B0-2489-4539-A19B-9D90FAF45401
Quote number: Q200618-6
Prepared for:Prepared by:
John Kalmon,
Martel Construction
1203 S Church Ave
Bozeman, MT 59715
Phone: 406-600-4057
Chuck Gardenhire
112 Commercial Dr
Bozeman, MT 59715
Created date:
Expiration date:
06/18/2020
07/18/2020
20 sets Splice Plt. & Joist Saddle
Note: We may have to use a USP416 Brkt. the other are out 6 days on Delv.
Notes:
Quantity Unit Price Extended PriceNameItemMaterialGaugeWidthLength
Splice Plts 40 $18.321 $732.831MS A36 HR
0.250 in.
.2506.00 28.50
Simpson HUC416 Face
Mnt Hanger
40 $53.463 $2,138.5020.00 0.00
Secondary operations:
Weld & Assm.
Total:$2,871.33
6/19/2020 Page 1 of 1www.JMetalWorks.com
DocuSign Envelope ID: 451FB4B0-2489-4539-A19B-9D90FAF45401
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