HomeMy WebLinkAbout01-06-20 City Commission Packet Materials - C12. Res. 5135, Change Order G-2 with Western Municipal for Pear StreertCommission Memorandum
REPORT TO: Honorable Mayor and City Commission
FROM: Bob Murray, Project Engineer
Shawn Kohtz, City Engineer
SUBJECT: Resolution 5135 authorizing Change Order No. 2 to the Pear Street Booster
Station Rehabilitation Project.
MEETING DATE: January 6, 2020
AGENDA ITEM TYPE: Consent
RECOMMENDATION: Approve Resolution 5135 authorizing Change Order No. 2 to the Pear
Street Booster Station Rehabilitation Project.
BACKGROUND: Attached is a copy of resolution 5135 and change order number 2 for the
above referenced project. The existing walls within the booster station building were known to be
in poor condition, but removal and replacement was not included in the bid due to budget
constraints. When the contractor completed the demo on the project, it was discovered that the
walls were in much worse shape than previously thought. There were large holes discovered
behind some of the electrical panels, and mold was found in several locations. It was decided that
it would be best to replace the walls now while all of the electrical boxes, conduits and piping were
down. The new walls are Fiber Reinforce Plastic instead of the traditional drywall so there should
not be any additional moisture problems. The change also includes a credit for a fitting that needed
to be changed out and an addition of 23 days to the contract time for the wall replacement and
some discrepancies in the piping layout shown on the plans. The final recommended change in
cost and time for these items is reasonable and commensurate with the work involved.
UNRESOLVED ISSUES: None
ALTERNATIVES: As suggested by the City Commission.
FISCAL EFFECTS: This change order increases the contract amount by $25,038.88 from
$532,697.52 to $557,736.40.
Attachments: Resolution No 5135, Change Order No 2
Report compiled on: 12/23/19
160
RESOLUTION NO. 5135
A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF BOZEMAN,
MONTANA, APPROVING ALTERATION/MODIFICATION OF CONTRACT WITH
WESTERN MUNICIPAL CONSTRUCTION, INC., BILLINGS, MONTANA.
WHEREAS, the City Commission did, on the 11th day of April 2019, authorize award of
the bid for the Bozeman Pear Street Booster Station Rehabilitation project, to Western Municipal
Construction Inc., Billings, Montana; and
WHEREAS, Section 7-5-4308, Montana Code Annotated, provides that any such
alterations or modifications of the specifications and/or plans of the contract be made by resolution;
and
WHEREAS, it has become necessary in the prosecution of the work to make alterations or
modifications to the specifications and/or plans of the contract.
NOW, THEREFORE, BE IT RESOLVED by the City Commission of the City of
Bozeman, Montana, that the proposed modifications and/or alterations to the contract between the
City of Bozeman, a municipal corporation, and Western Municipal Construction Inc., as contained in
Change Order No. 2, attached hereto, be and the same are hereby approved; and the City Manager is
hereby authorized and directed to execute the contract change order for and on behalf of the City;
and the City Clerk is authorized and directed to attest such signature.
161
PASSED, ADOPTED, AND APPROVED by the City Commission of the City of
Bozeman, Montana, at a regular session thereof held on the 6th day of January, 2020.
______________________________________
CHRIS MEHL
Mayor
ATTEST:
___________________________________
MIKE MAAS
Interim City Clerk
APPROVED AS TO FORM:
______________________________________
GREG SULLIVAN
City Attorney
162
HE?
www.ae2s.com
December 17,2019
Bob Murray- Engineering Division
City of Bozeman
20 East Olive St #202
Bozeman, MT 59715
bmurrav@bozeman.net
RE: Bozeman Pear Street Booster Station Rehabilitation
Recommendation to Approve Change Order G-2
Dear Mr. Murray:
AE2S recommends the approval of the enclosed Change Order G-2 on to the General Construction
Contract for Pear Street Booster Station Rehabilitation project. The following information is
included in this recommendation letter for your and the Commission's review: Summary of Scope
Changes, and the General Construction Contract Summary.
Summary of Scope Change:
• Change Order Request No. 2 - FRP Wall Panel Improvements
Cost Increase: $25.620.00
Contract Time: +14 Days
During the early construction phase, Western Municipal suggested and provided a
quote for removing the existing drywall finish and replacing with insulated FRP
paneling. The poor condition of the existing walls was noted during the design but
value-engineered out of the Bidding Documents to save on project budget. The
Contractor noted this work is best to complete while the process piping and
existing electrical is "gutted" from the facility and wanted to give the City this
option while the opportunity was present. AE2S and the City agreed with the
contractor's approach and decided to move forward with the proposed
improvements. The change order covers the following work: removal of the
existing drywall panels, insulation, and framework; and installation of new wall
framing, support header, rigid foam insulation, dry-wall, and FRP panels per
construction the detail sketch provided in WCD No. 2. The improvement provides
the following benefits: cleaner finished work environment, easier cleaning and
maintenance with water resistant finishes, and sturdier support headers for
hanging electrical panels. The estimated labor included in the PCO price was
generally in line with the labor and time AE2S observed and recorded on-site, and
the Contractor has provided the invoice for the materials estimated.
Advanced Engineering and Environmental Services, Inc.
1288 North 14th Avenue, Unit 103 . Bozeman, MT 59715 . 406-219-2633
163
t»
Extension of Contract Time
Cost Change: $0.00
Contract Time: +9 Days
A total of 9 calendar days are added as a result of the following change of conditions:
i. Discrepancy between the record drawing, project drawings, and the field
condition of the existing supply line located in the northwest corner of the
building.
ii. Alignment issues depicted on the existing pump discharge lines.
iii. Orientation difficulties on the surge anticipation line due to existing bolt
patterns.
The change of conditions listed above are legitimate changes AE2S observed on site.
AE2S will reflect the changes in the record drawings as best as reasonably possible.
Modification in Process Pipincc
Cost Decrease: f$581.12)
As mentioned in the extension of contract time section, WMC had to utilize an
additional reducer in liue of a new 12" valve. As a result of this field modification the
new 12" valve was not installed. WMC offered a cost deduct for the difference in cost
between the fitting and the valve.
• Stop Work Order:
No Cost Change
WMC will shut down construction activities for the Christmas Holiday and requested
a Stop Work Order to suspend contract days between December 23, 2019 and January
5, 2020. During this time, no work will be performed in the field by either WMC or
AE2S and the contract days will be suspended to allow Substantial Completion to be
achieved after the holiday break.
General Construction Contract Summary:
0
0
0
0
0
Change in Contract Price:
Original Contract Price:..........................................
Cost Increase from Change Order G-1:
Cost Increase from Change Order G-2: fthis CO)
.$521,060.00
+$11,637.52
+ $25.038.88
Current Contract Price:............................................................
NET Percent Increase / (Decrease) by Change Order:.
. $557,736.40
.....7.04%
https^/ae2s^liarefiomtcom/sltes/PearSI-BoosterStatlail/Shared DoaimenG/Genual/Phase 060 - Consouctmn/Task 03 - ConKruction Phase/P] Change OnleK/COJSlJRP Wall PaaeWear
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164
^
0
0
0
Change in Contract Times:
Time adjustments: 23 Days added to Time for Substantial Completion
23 Days added to Time for Final Completion
Time for Substantial Completion: ...............................................January 9. 2019 *
Time for Final Completion: .....................................................February 12,2020 **
We greatly appreciate the opportunity to provide professional engineering services to the City of
Bozeman and look forward to a successful start-up and close-out of the Pear Street Booster
Station Rehabilitation project. Should you have any questions or concerns, please do not
hesitate to contact me at your convenience.
Sincerely,
^^
Brian Viall, E
Project Manag'er
End: Change Order G-2 for the General Construction Contract.
Work Change Directive No. 2.
PCO 5 Letter dated December 11, 2019.
* Substantial Completion Date including Stop Work Order between December 23,2019 and January 5, 2020
**Final Completion Date including Stop Work Order between December 23, 2019 and January 5, 2020
https'y/aePs.sharepomt.cam/sites/PearSt.BoosterStatlon/Shored Documents/Generaf/Phose 060 • Construction/Task 03 - Construction Phase/[2J Change Orvfers/CO_62_FRP Wall Panels/Pear
St_G2 cover lettendooc
165
Change Order
No. G-2
Date of Issuance: December 16, 2019 Effective Date:
Project: pear Street Booster Station
Rehabilitation
^ Owner:
City of Bozeman, MT
Contract: General Construction Date of Contract: June 7, 2019
Contractor; Western Municipal Construction, Inc. Engineer's Project No.: P05097-2017-016
The Contract Documents are modified as follows upon execution of this Change Order:
DescriDtion ofChanae:
Item Description
Provide submittals, equipment, and materials for the following:
Cost Adjustment
1 FRP Wall Panel Improvement
2 Extension of Contract Time
3 Modification in Process Piping
4 Stop Work OrderDecember 23, 2019 through January 5, 2020.
Total Net Change - CO G-2
$25,620.00
$0.00
($581.12)
$0.00
$25,038.88
Attachments: Proposed Change Order No. 2 from WMC, Inc dated October 11,2019
Work Change Directive No. 2 dated October 31, 2019
• PCO 5 letter dated December 11, 2019
CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES;
Original Contract Price:
$ $521,060.00
[Increase] [Dooroaoc] from previously approved
Change Orders
No. N/A to No. N/A:
Original Contract Times: C3 Working days
(days or date):
[Ready for final payment (days or date):
[VJ Calendar days
November 26, 2019
December 30, 2019
$ $11,637.52
Contract with [Increase] [Dccrcaco] from
previously approved Change Orders
$ $532,697.52
Flncreasel [Dccrcaso] of this Change Order
[[Increase] [Docroooo] from previously approved Change Orders
: No. N/A to No. N/A :
[Substantial completion (days):
j Ready for final payment (days):
[Contract Times prior to this Change Order:
jSubstantial completion (days or date):
! Ready for final payment (days or date):
icrease] [Docrcaso] Time of this Change Order:
{Substantial completion (days or date):
_z_
7
December 3, 2019
January 6,2020
23
$
Contract Price incorporating this Change Order:
E.ICDCg
?fiG^;Cef»S-Ki"N"I"CO';TTPA^T
OOC(Jt,1£!)IS COMMirTEt
Work Change Directive No. 2
iDate of Issuance; 10/31/2019 Effective Date: 10/31/2019
Owner: City of Bozeman, Montana Owner's Contract No.:
:ontractor: Western Municipal Construction, Inc Contractor's Project No.:
Engineer: AE2S, Inc. Engineer's Project No.: P05097-2017-016
Project: Pear Street Booster Station Rehabilitation Contract Name: General Construction
Contractor is directed to proceed promptly with the following change(s):
Description:
Remove the old interior dry-watl and any existing furring and replace them with insulated FRP panels.
The hand sketch attached summarizes the engineer's understanding of the contractor's proposed
construction. Final detail to be included in Record Drawings.
Attachments: [List documents supporting change]
Proposed Change Order PCO No 2: See WMC, Inc. PCO Dated October 11,2019.
Purpose for Work Change Directive:
Directive to proceed promptly with the Work described herein, prior to agreeing to changes on Contract Price and
Contract Time, is issued due to; [check one or both of the following]
QNon-agreement on pricing of proposed change.
^ Necessity to proceed for schedule or other Project reasons.
Estimated Change in Contract Price and Contract Times (non-binding, preliminary):
Contract Price $ 25,620.00 Increase
Contract Time 14 days Increase
Basis of estimated change in Contract Price:
d Lump Sum
13 Cost of the Work
D Unit Price
D Other
ECOMMENDED:
By:
AUTHORIZED BY:
Engineer((^|uthoriz^d Signature)
Title: project Manager Title:
Date: 10/31/2019 _ Date:
By: "/W^^^7^ _ // By:
Owner<Authorized Signature)
<-t.f- ^MAfM^ Title
JP Contractor ~" {/^ r (Authorized Signature)
t^f3ll^
Title: /^f,
Date: /Z/(,/^
Approved by Funding Agency (if applicable)
By:
Title:
Date:
Pear Street Booster Station
Bozeman, Montana
00 63 49 - 1 February 2019
Work Change Directive Form
167
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Western Municipal Construction, Inc.
KH-1904-1C02 Pear Booster Station - C02 FRP
10/16/2019 17:10
Page; I
Standard Markup Instructions
Cost Basis
Labor:
Burden:
Penn Matl:
Const Matl:
Sub:
Eq. Op.Exp:
Co. Equip:
Rented Eq.:
Indirect/0;
Misc2;
Misc3;
Oven'ides:
Total:
9,426
5,978
4,267
983
0
268
268
0
600
0
0
0
21,790
Bid Summary Totals Report
Markup % Markup
Selected Bond Table; A
15.00
15.00
15.00
15.00
5.00
15.00
15,00
15.00
15.00
15.00
15.00
15.00
1,414
897
640
147
0
40
40
0
90
0
0
0
3,268
i I
SlMKINSHALLIN
326 N. Broadway ~ PO Box 938 ~ Bozeman, Montana 59771-0938
Phone 406-586-5495 ~ Fax 406-586-2653 ~ 1-800-823-8733
Invoice Address
Hogan, Kirk
664 Terrance Loop
Bozeman, Montana, 59718
Delivery Address
JOB: 1222 South 6th
1222 South 6th
Bozeman, Montana, 59715
Quote No
Quote Date
Customer
Job Ret
Contact
Quotation
10/11/2019
COD-Hoga4040
1222 South 6th
Your Ref
Taken By Brendan Dore
Delivery By 10/11/2019-FRIDAY
Page 1 of 1
w s
8:S:ffi S«®
1
2
3
4
5
6
7
9
10
11
12
13
6967
6968
3436
002
003
005
010
3165
1023lit8
2744168
zz_SP-SGEA_2413
zz_SP-SGEA_2414
6764
2x4-12 CA-C Brown Treated
6/12
2x4-16 CA-C Brown Treated
2/16
Sill Sealer Foam 1/4" x 5-1/2" x 50'
2x4-10 #2 S Btr Whltewood
92/10
2x4-12 #2 & Btr Whitewood
Western Municipal Construction, Inc.
KH-1904-1 C02 Pear Booster Station - C02 FRP
RESOURCE DESCRIPTION
LABOR USE REPORT
QUAN _RATE
12/12/2019 13:38
BASE BURDEN TOTAL
LA02 Labor Group2 134.00 MH 23.47 3,459.48 2,261.81 5,721.29
OPFORM Operator Foreman 67.00 MH 30.95 2,281.02 1,415.29 3,696.31
SUPER Superintendent 67.00 MH 50.00 3,685.00 2,300.49 5,985.49
Grand Total 268,00 9,425.50 5,977.59 15,403.09
1
171
Western Municipal Construction, Inc.
KH-1904-1CO Pear Booster Station - C02 FRP
Report Printed On: 12/12/2019 13:35
Page: 1
Bond Calculations
First:
Next:
Next:
Next:
Next:
Remainder:
Table: A
Contract Amount
$ 500,000
$ 2,000,000
S 2,500,000
$ 2,500,000
$ 7,500,000
Description: Underground Utilities
Rate per 1000
12.00
7.25
5.83
5.42
5.00
5.83
Bond Amount
$ 307.45
$ 0.00
$ 0.00
$ 0.00
$ 0.00
$ 0.00
Time Threshold 1: 0
Time Threshold 2: 0
Length of Job: 3
Subtotal: $ 307.45
Extended Time Rate 1: 0.0000% $ 0.00
Extended Time Rate 2: 0.0000% $ 0.00
Total Bond Amount: $ 307.45
172
Western Municipal Construction, Inc.
KH-1904-1 C02 Pear Booster Station - C02 FRP
12/12/2019 13 : 34
Addon Description
List of Addons
Basis % Cost Total Amt
1 MT Gross Reciepts Tax
2 Gen. Liability Insurance
3 Buliders Risk
4 OCP
5 Small Tools and Supplies
6 Safety Expense
JB
JB
LS
JB
TH
TH
1.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Y
Y
Y
Y
Y
Y
256.21
0.00
0.00
0.00
0.00
0.00
256.21
Addon Basis Codes and Descriptions Used in this Estimate:
JB - Job Value
LS - Lump Sum
TH - Total man Hoiu-s
1
173
Western Municipal Construction, Inc.
KH-1904-1C02 Pear Booster Station - C02 FRP
12/12/2019
Page: 1
13:33
Bid Summary Totals Report
Standard Markup Instructions
Cost Basis
Labor:
Burden:
Perm Matl:
Const Matl:
Sub:
Eq. Op. Exp:
Co. Equip:
Rented Eq.:
Indirect/0:
Misc2:
Misc3:
Overrides:
Total:
9,426
5,978
4,267
983
0
268
268
0
600
0
0
0
21,790
Markup % Markup
Selected Bond Table: A
15.00
15.00
15.00
15.00
5.00
15.00
15.00
15.00
15.00
15.00
15.00
15.00
1,414
897
640
147
0
40
40
0
90
0
0
0
Western Municipal Construction, Inc.
KH-1904-1C02 Pear Booster Station - C02 FRP
*** Kirk Hogan MATEMAL/SUB REQUIREMENTS REPORT
12/12/2019 13:40
Cost Code Desc
2STRFIR
Interior Firring Package
2STRMOP
Rubber Mop Liner
Sel Vendor Quantity Unit Unit Cost Tax/OT % Pcs/W Total Esc %
1.000 LS 4,067.250 100.00
1.000 EA 200.000 100.00
4,067.25 100.00
200.00 100.00
3DUMPFEE
lOcyRollofF
3STGS01
Job STS
3STGS02
STS/PPE
3STGS03
Job Tooling
3STGS04
Sawblades (Concrete)
3STGS05
Orange Plastic Safety Fence
3STGS06
Orange Woven Barrier Fence
3STGS07
Galv. Metal T-Post Stakes
3STHILTI
Hilti Shot & Nails
3STPIPELABEL
Buy Pipe Labelling
3STSSAFETY
Dust Masks & Eye Protect
3STZIP
Zip Ties and Temp Bracing
COST nTE TOTAL
1.000 LD 350.000 100.00
150.000 MH 0.400 100.00
150.000 MH 0.150 100.00
0.000 LS 1,500.000 100.00
0.000 EA 350.000 100.00
0.000 RL 50.000 100.00
0.000 RL 100.000 100.00
0.000 EA 2.450 100.00
1.000 EA 150.000 100.00
0.000 LS 500.000 100.00
1.000 EA 250.000 100.00
1.000 EA 150.000 100.00
4,267.25
350.00 100.00
60.00 100.00
22.50 100.00
0.00 100.00
0.00 100.00
0.00 100.00
0.00 100.00
0.00 100.00
Western Municipal Construction, Inc.
KH-1904-1C02 Pear Booster Station - C02 FRP
12/12/2019 13:39
Biditein/ Activity/
Category Resource Description
EQUIPMENT USE BY EQUIPMENT
Rnt EOE Inside Outside
Quantity Unit Pcs % % Equipment Equipment EOE Other Total
8TKPU
*** 8TKPU
Truck, Pickup 3/4 ton
Truck, Pickup 3/4 ton 67.00 268 268 536
***REPORT TOTALS*** 268 268 536
indicates non-additivc iti
176
d N
;ipA
WEST
MU
NBT
illin MT
K ff-
^ ^
i?8 cofffQ
Western Municipal Construction, Inc.
2066 Stadium Drive Bozeman, MT 59715
Phone (406) 624-6219
December 11.2019
AE2S
Attn: Brian Viall,PE
1288 North 14th Ave, Unit 103
Bozeman,MT 59715
406-579-5104
RE: PC05 - Request for Time Extension Due to Misc. Change of Conditions
Pear Street Booster Station Project - Bozeman, MT
Mr. Viall:
This Proposed Change Order (PCO) outlines miscellaneous field conditions differing from the conditions
represented in the Project Drawings and Specifications for the Bozeman Pear Street Booster Station
Rehabilitation Project and, resulting from these changes, requests an extension in Contract Time.
For projects similar to the Pear Street Booster Station, we expect a certain level of changes to be
identified in the field and hope the City will agree. Because Western Municipal Construction strives to
build reputation with our Owners based upon positive relationships, we have not previously asked for any
change in Contract Price - nor are we asking for any increase in Contract Price in this PCO. WMC
proposes to absorb the additional cost of these changes in exchange for a reasonable extension in Contract
Time. A brief summary of the changes significantly impacting our Construction Schedule is outlined
below with an associated time extension WMC feels is reasonable.
1. 25 hp pump shipped with incorrect pump skid.
a. All reasonable efforts were made to coordinate the details of the pump skid with the
process piping based on reviews of the submittal drawings provided by the pump
Supplier. However, upon arrival of the pump shipment, we identified a discrepancy in the
shop drawings and the pump skid actually provided by the supplier. The discrepancy
resulted in the alignment on the pump suction and discharge connections being more than
3 inches off from the alignnient we had set our pump pad and process piping to match.
Had the pump arrived with the proper skid, all of the other time delays could have been
absorbed into the Contract Time's previously included in Change Orders and Work
Change Directives to date, however given this change of conditions was only identified
on December 3,2019, there was not sufficient time remaining on our contract to make
the adjustment.
i. Additional Contract Price Requested: ;
ii. Additional Contract Days Requested:
2. Pump Supplier Changed Ownership Behveen Design, Bidding, and Construction:
a. Industnal Systems (IS) was the pump supplier for the Pear Street Booster Station. WMC
understands IS was one of the suppliers AE2S worked most directly with during design.
^
?-
I Contract Price Requested: $0.00 ^^-^ Ct^*l ^ olfl^vUA^L
1 Contract Days Requested: S^ays^ d
i
177
I i Contract Contract Fee DaysFeque'stedIij^ Requested: $0.00 C2^//'*.L /L /.
3.
4.
In the Summer of 2019, IS changed Ownership. Given so much administrative turn-over,
WMC put in extra time to work with the new business owners to coordinate the approval,
manufacture, shipment, and delivery of these pumps. Though we acknowledge this
change of conditions is a natural part of construction supply chains and is completely out
ofAE2S' or the City's control, we also feel this change is out ofWMC's control and
respectfully request a time extension to cover the time this change in supplier ownership
caused on the project. Most directly, it was the shipment and delivery schedule provided
from the pump supplier tliat influenced WMC's decision to start construction on
September 23 rather than September 15 (the day the Contract would have allowed us to
start).
b. Additional Contract Fee Requested:
c. Additional Contract Days Requested^.
Existing Process Pipe Alignments Differ from Project Drawings
The existing process piping was "fixed" by the concrete floor penetrations and presented the
following complications during the course of construction:
a. Supply line in NW corner was represented as 10" in record drawings and in the Project
Drawings. That line is actually 12" and required an additional reducer to replace where a
new 12" valve was scheduled to be installed. This one change then matriculated down the
distribution manifold and the bypass line because of the fitting dimensions. WMC will
offer a Cost Deduct for the difference in cost between the Fitting and the Valve.
i. Credit for Contract Fee: - $581.12
ii. Additional Contract Days Requested: 3 Days
b. Pump discharge lines are represented as uniform and centered bit a single line. Th^ pipes
are in fact not in any single alignment, nor are they perfectly parallel to the suction
header as the drawings would imply. This required numerous changes to process pipe
layout and required custom sizing fittings and spools for field installation.
i. Additional Contract Fee Requested: $0.00
ii. Additional Contract Days Requested: 4 Days f^Q^rcl
c. Pipe supports - WMC supplied and installed pipe supports abqfvd and beyond the Kumber
of pipe supports specifically identified in the project drawings. These were installed at
WMC's option given our expertise in field installation and support of process pipe.
Additionally, the revisions included in WCD No. 2, had unforeseen impacts to the pipe
supports along the back wall for the PRV on the suction side supply header.
i. Additional Contract Fee Requested: $0.00
ii. Additional Contract Days Requested: 0 Days
d. Surge Anticipation Line orientation - plans show a pair of 45 deg angles to get the surge
line out of the building. Due to the orientation of the existing bolt pattern on the existing
flange - fixed by the discharge pipe penetrating through the concrete floor - this could
not be built as drawn with the 45 Degree fittings already purchased. Measurements had
to be taken and new fittings (2ea 22.5-deg, lea 9.3-deg flange wedge) were ordered at no
additional cost to the owner. yi.,
i. Additional Contract Fee Requested: $0.00
ii. Additional Contract Days Requested: 4^dJays
Changed the Location of the Electrical Light Smtch.
a. We submitted an RFI for the location of the main light switch in the building that was
installed per plan by our electrician. After installation, we requested the location be
reconsidered as it was drawn and installed in a less then optimal location for the City's
use. AE2S approved the RFI and agreed it would be more convenient for the Owner to
have the switch on the other side of the door. There was no cost associated with this
change and we are not requesting any additional contract days at this time.
i. Additional Contract Fee Requested: $0.00
ii. Additional Contract Days Requested: 0 Days
j.
1
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5. Addition of security bypass switch for door contact.
a. 12/9/19 John Alston asked how the door contact would be shutoffwhen someone enters.
This is not addressed on the plans and the door contact would be live at all times, thus
resulting in constant alarms and the City Shop. On 12/10/19 we had our electrician
install an operational bypass switch for the door contact. There was no cost to the City
associated with this change and WMC will waive any additional time this work required.
i. Additional Contract Fee Requested: $0.00
ii. Additional Contract Days Requested: 0 Day ff]Cf
6. 60 Ton of Aggregate added for improved site access and maintenance.
a. Since being on-site, WMC purchased and laid 60TN of aggregate to improve site
drainage, access, and maintenance. We did this for our workers safety, work-site and
facility cleanliness, and to build and maintain a cooperative relationship with the City's
neighbor to the west that has been inconvenienced by this job. WMC is not requesting
any additional payment or contract time for tliis project improvement, however, we hope
that the City's perception of this addition is positive and shows a good-faith-effort to
complete this project to the City's utmost satisfaction.
i. Additional Contract Fee Requested: $0.00 g^
ii. Additional Contract Days Requested 0 Days.
If painting is also required for the City to issue WMC's Certificate of Substantial Completion, we would
also request that a "Stop Work Order" be issued for the^loliday Season. With the Stop Work Order,
WMC would not work on site between December^25To January 5, 2020.
With the City's approval of these Contract Time Extensions and Stop Work Orders, WMC estimates that
Substantial Completion would be obtained on or before January 19, 2020 with Final completion achieved
by February 22,2020.
We have enjoyed working on this job and appreciate the open lines of communication with AE2S and the
City ofBozeman Operations (John and Nick). We hope this request is fulfilled to allow us to finish this
project with the utmost quality and care for the City ofBozeman.
Thank you again for your time and consideration of this request.
Regard?,^,
1-
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I
KirkHogan
Project Manager
179
178
150.00 100.00
0.00 100.00
250.00 100.00
150.00 100.00
COST TYPE TOTAL 982.50
REPORT TOTAL 5,249.75
Cost Types Selected: Permanent Materials, Consti-uction Materials, Subcontractor
Subtotal line items selected in the subtotal. vendor, quantity, units, and unit price only display if they are the same for all
1 175 I
3,268
Previous Run
Summary: 10/16/2019 5:07 PM
Spread: 10/16/2019 5:07 PM
Summary mn on TakeoffQuan and Adjusted to Bid Quan.
Standard Spreads
Indirect Spread:
Markup Spread:
Addon/Bond Spread:
Total less Sub
Markup %
Total
Totals as of Last Spread
Direct:
Indirect:
Addons:
Bond:
SubTotal:
Pass Through:
Total:
Cost:
21,106
683
256
307
22,352
0
22,352
Markup:
3,166
102
0
3,268
3,268
Total:
24,272
785
256
307
25,620
0
25,620
Key Indicators
Balanced Markup
3,268.34
Indirect Cost
682.50
Direct Manhours
268.00
/ Total Labor
/ 15,403.09
/ Direct Cost
/ 21,106.34
+ Indirect Manhours
+ 0.00
Balanced Markup/Total Labor
21.22%
Indirect Cost/Direct Cost
3.23%
total manhours
268.00
174
6/12
2x4-16#2SBtrWhitewood
2/16
Zx6-12#2&BtrWhitewood
10/12
Blue Board DowSB Square Edge Styrofoam 25 PSI 4x8 2"
4x8 5/8 USG lightweight Firecode Type X GYP-Board
1-5/8" G&S Black Coarse Sheetrock Screw DC6158/DWG6158
4x1 OFRPGIasliner White
Frp Divider White 10'
FRP Adhesive Henry FP00444069 #444 4 Gallon
'°°f
':;:"^^?:^;:"> ^:^-^
6 ea
2 ea
Sea
92 ea
6 ea
2 ea
10 ea
36 ea
38 ea
20 LB
30 ea
22 ea
6 ea
930.801 mbf
956.80
4.29
530.40
530,40
540.80
525.20
28.96
420.16
2.29
52.59
2.69
55.35
mbt
ea
mbf
mbf
mbf
mbf
ea
msf
LB
ea
ea
ea
44.68
20.41
8.58
325.31
25.46
11.54
63.02
1,042.56
510.91
45.80
1,577.70
59.18
332.10
i°M'M ii $4,067.25
S%-S;iSsK®S-:4.s;'®l
$0.00
$4,067.25
By your signature below, you are agreeing to Ihe Terms & Conditions ol sale set forth on the back of this document.
;"
I
L
!
I i-
i
I
Buyer Date
II no! paid viilhln leims, I understand Ihal I am tiaUe to pay (or all llnance charges (15'A APR), 3»d parly collection court coslsrtees, ril reasonabls court cosls and allo»ney fees
hcumd by SlmMns Hallin, Inc.
Simhins Hallin. Inc. charge accounts aro due the 10th o( Uie following month (Net lOlh). Terms S CorKfitions ol sale ars on the back of Ihis dacumenl.
Simktns Hatltn delivers onto private proparty at customer's direction. Customor assumes risk and responsibility (or rosutlinQ pfopflfty damaga unless Sfmkfns Haliln has acted negtiQenUy.
10/15/2019 8;44:23AM Page 1 of 1
170 I
Previous Run
Summary: 10/16/2019 5:07 PM
Spread: 10/16/2019 5:07 PM
Summary run on TakeoffQyan and Adjusted to Bid Quan.
Standard Spreads
Indirect Spread:
Markup Spread;
Addon/Bond Spread:
Total less Sub
Markup %
Total
Totals as of Last Spread
Direct:
Indirect;
Addons:
Bond;
SubTotal:
Pass Through:
Total:
Cost; Markup:
21,106 3,166
683
256
307
22,352
0
22,352
102
0
3,268
3,268
Total:
24,272
785
256
307
25.620
0
25,620
i
i
;
j
i
I
Key Indicators
Balanced Markup
3,268.34
Indirect Cost
682.50
Direct Manhours
268.00
/ Total Labor
/ 15,403.09
/ Direct Cost
/ 21.106.34
+ Indirect Manhours
+ 0.00
Balanced Markup/Total Labor
21.22%
Indirect Cost/Direct Cost
3.23%
total manhours
268.00
I
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)
169
^
->i
^^^
168
$25,038.88 [Ready for final payment (days or date): 23
$
j Contract Times with all approved Change Orders:
! Substantial completion (days or date): January 9, 2020*
$557,736.40 {Ready for final payment (days or date): February 12,2020I**
1
RECOMMENCED:
By:
ACCEPTED:
By:
ACCEPTED:
By:
engineer /^(Aufhclrized /2s/Signatui ^ Buyer (Authorized Signature)
Date:
~~f T
Approved by Funding Agency (if applicable):
Date: Date:
Date:
/Sell^^TAuthori^/^/>ifSignature) 9
^r
EJCDC No. C-94I (2002 Edition)
Prepared by the Engineers' Joint Contract Documents Committee and endorsed by the
Associated General Contractors of America and the Construction Specifications Institute.
Page 1 of 1
* Substantial Completion Date including Stop Work Order between December 23, 2019 and January 5, 2020.
*Final Completion Date including Stop Work Order between December 23, 2019 and January 5, 2020.
166