HomeMy WebLinkAbout71-20 RESOLUTIONOF FpYETTF
9RKANSpS
113 West Mountain Street
Fayetteville, AR 72701
(479) 575-8323
Resolution: 71-20
File Number: 2020-0083
TOWNE WEST CAPITAL PARTNERS I, LLC:
A RESOLUTION TO APPROVE A COST SHARE AGREEMENT WITH TOWNE WEST CAPITAL
PARTNERS I, LLC FOR THE CONSTRUCTION OF A REGIONAL SEWER LIFT STATION,
SEWER FORCE MAIN AND UPSIZED SEWER MAINS FOR THE DEVELOPMENT OF TOWNE
WEST SUBDIVISION WITH AN AMOUNT NOT TO EXCEED $2,475,440.89 TO BE PAID BY THE
CITY OF FAYETTEVILLE, AND TO APPROVE A PROJECT CONTINGENCY IN THE AMOUNT OF
$247,544.09
WHEREAS, Towne West Capital Partners I, LLC is developing the 30 -acre Towne West Subdivision
which will require the installation a sewer lift station in order to move wastewater towards the existing
City sewer system; and
WHEREAS, the design and sizing of this system will create a regional solution for the larger 415 -acre
basin and avoid the need to build multiple smaller lift stations throughout the basin; and
WHEREAS, § 5 1. 113 of the Fayetteville City Code provides that "the City shall pay the excess material
cost of facilities of a size larger than required to service subdivisions when such excess size is specified
and required by the water and wastewater director for the general benefit of the sewerage system."
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
FAYETTEVILLE, ARKANSAS:
Section 1: That the City Council of the City of Fayetteville, Arkansas hereby authorizes Mayor Jordan
to sign a cost share agreement with Towne West Capital Partners I, LLC for the construction of a
Page 1 Printed on 2119120
File Number.' 2020-0083
Resolution 71-20
regional sewer lift station, sewer force main and upsized sewer mains with an amount not to exceed
$2,475,440.89 to be paid by the City of Fayetteville, and further approves a project contingency in the
amount of $247,544.09.
PASSED and APPROVED on 2/18/2020
Attest:
GOER K j T�z,��
�.��,.• CITY .Fr'
Kara Paxton, City Clerk Treasuret
IIr
�ON11o0� `e`b
Page 2 Printed on 2119120
City of Fayetteville, Arkansas 113 West Mountain Street
Fayetteville, AR 72701
(479) 575-8323
Text File
File Number: 2020-0083
Agenda Date: 2/18/2020 Version: 1 Status: Passed
In Control: City Council Meeting File Type: Resolution
Agenda Number: C. 3
TOWNE WEST CAPITAL PARTNERS I, LLC:
A RESOLUTION TO APPROVE A COST SHARE AGREEMENT WITH TOWNE WEST CAPITAL
PARTNERS I, LLC FOR THE CONSTRUCTION OF A REGIONAL SEWER LIFT STATION, SEWER
FORCE MAIN AND UPSIZED SEWER MAINS FOR THE DEVELOPMENT OF TOWNE WEST
SUBDIVISION WITH AN AMOUNT NOT TO EXCEED $2,475,440.89 TO BE PAID BY THE CITY
OF FAYETTEVILLE, AND TO APPROVE A PROJECT CONTINGENCY IN THE AMOUNT OF
$247,544.09
WHEREAS, Towne West Capital Partners I, LLC is developing the 30 -acre Towne West Subdivision which
will require the installation a sewer lift station in order to move wastewater towards the existing City sewer
system; and
WHEREAS, the design and sizing of this system will create a regional solution for the larger 415 -acre basin
and avoid the need to build multiple smaller lift stations throughout the basin; and
WHEREAS, § 51.113 of the Fayetteville City Code provides that "the City shall pay the excess material cost
of facilities of a size larger than required to service subdivisions when such excess size is specified and required
by the water and wastewater director for the general benefit of the sewerage system."
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
FAYETTEVILLE, ARKANSAS:
Section 1: That the City Council of the City of Fayetteville, Arkansas hereby authorizes Mayor Jordan to sign a
cost share agreement with Towne West Capital Partners I, LLC for the construction of a regional sewer lift
station, sewer force main and upsized sewer mains with an amount not to exceed $2,475,440.89 to be paid by
the City of Fayetteville, and further approves a project contingency in the amount of $247,544.09.
City of Fayetteville, Arkansas Page 1 Printed on 209/2020
City of Fayetteville Staff Review Form
2020-0083
Legistar File ID
2/18/2020
City Council Meeting Date - Agenda Item Only
N/A for Non -Agenda Item
Tim Nyander 1/24/2020 WATER SEWER (720)
Submitted By Submitted Date Division / Department
Action Recommendation:
Staff recommends the approval of a cost share agreement with Towne West Capital Partners I, LLC in an amount
not to exceed $2,475,440.89 for the construction of a regional sewer lift station, sewer force main, and upsized
sewer mains to accommodate the development of Towne West Subdivision near South Rupple Road, and approval
of a contingency in the amount of $247,544.09.
5400.720.5700-5815.00
Account Number
04039.1
Project Number
Budgeted Item? Yes
Does item have a cost? Yes
Budget Adjustment Attached? No
Purchase Order Number:
Change Order Number:
Original Contract Number:
Comments:
Budget Impact:
Water and Sewer
Fund
Water/Sewer Impact Fee Cost Sharing
Current Budget
Funds Obligated
Current Balance
Item Cost
Budget Adjustment
Remaining Budget
Project Title
$ 3,849,049.00
$ 87, 571.20
$ 3,761,477.801
$ 2,722,984.98
$ 1,038,492.82
Previous Ordinance or Resolution # 73-19
Approval Date:
V20180321
CITY OF
FAYETTEVILLE
ARKANSAS
MEETING OF FEBRUARY 18, 2020
TO: Mayor and City Council
THRU: Susan Norton, Chief of Staff
Tim Nyander, Utilities Director
FROM: Corey Granderson, Utilities Engineer
DATE: January 24, 2020
CITY COUNCIL MEMO
SUBJECT: Cost Share Agreement with Towne West Capital Partners I, LLC for
Construction of a Regional Sewer Lift Station, Sewer Force Main, and
Upsized Sewer Mains within the Towne West Subdivision near South
Rupple Road
RECOMMENDATION:
Staff recommends the approval of a cost share agreement with Towne West Capital Partners I,
LLC in an amount not to exceed $2,475,440.89 for the construction of a regional sewer lift station,
sewer force main, and upsized sewer mains to accommodate the development of Towne West
Subdivision near South Rupple Road, and approval of a contingency in the amount of
$247,544.09.
BACKGROUND:
Towne West Capital Partners I, LLC is developing the 30 -acre Towne West Subdivision on the
west side of S. Rupple Rd., between N. Alberta St. and W. Tofino Dr. This subdivision must
provide a sewer lift station in order to be able to move wastewater towards the existing City sewer
system. The location of this lift station is strategically placed so that it can provide capacity for this
subdivision, as well as a larger 415 -ac basin expected to be developed in the future.
DISCUSSION:
The design and sizing of this system will create a 'regional' solution for the larger 415 -ac basin
and avoid the need to build multiple smaller lift stations throughout the basin. This is an advantage
operationally for the city and keeps long-term operation/maintenance costs to a minimum. This
regional lift station will pump directly to the Westside Water Resource Recovery Facility, avoiding
costly re -pumping and capacity consumption were the developer to build a smaller lift station
discharging to existing gravity sewers in the vicinity. Resolution 73-19 was passed on March 19tH
2019 expressing the City Council's intent to cost -share for this project, seeing the benefits listed
herein.
The developer received three bids for construction with Gene Nicholas, LLC being the lowest
bidder. Staff recommends approval of a cost share agreement with Towne West Capital Partners
I, LLC in an amount not to exceed $2,475,440.89 to pay the cost increase for a regional sewer
system over that of a single subdivision system.
Mailing Address:
113 W. Mountain Street www.fayetteville-ar.gov
Fayetteville, AR 72701
BUDGET/STAFF IMPACT:
Funds are available in the Water/Sewer Impact Fee Cost Sharing account within the Water and
Sewer Fund.
Attachments:
Cost Share Agreement
Exhibit A — Request Letter and Engineering Cost Estimate
Vicinity Map
Resolution 73-19
CONTRACTUAL AGREEMENT FOR COST SHARE
OF REGIONAL SEWER LIFT STATION COSTS
This Agreement, made and entered into on this lo— day ofrebYWLY't,2020, by and
between the City of Fayetteville, Arkansas ("City") and Towne West Capital Partners I, LLC
("Towne West"), witnesseth:
WHEREAS, Towne West has proposed a new 30 acre subdivision on the west side of
South Rupple Road between Albert Street and Tofino Drive, an area that is part of a larger 415
acre basin; and
WHEREAS, Towne West would be required to construct a lift station to provide sewer
service for its development; and
WHEREAS, rather than requiring multiple smaller lift stations to serve each development
in this 415 acre basin, the City of Fayetteville Utilities Department recommends the construction
of a regional lift station, force main, and upsized sewer mains to accommodate the increased flows
to the regional lift station, with Towne West contributing a portion of the cost that can be attributed
to the impact of its development; and
WHEREAS, Towne West's engineer, Engineering Services, Inc. has estimated that the
total cost of the work, excluding any project contingency, will be $5,150,089.90 as shown in the
cost share request letter attached hereto as Exhibit A and made a part hereof.
NOW, THEREFORE, the City of Fayetteville, Arkansas and Towne West agree as
follows:
1. Towne West agrees to:
A. Provide the necessary and normal project management, inspection, and testing
as necessary for the complete and acceptable construction of a regional sewer
lift station and force main, including upsized sewer mains to accommodate
increased flows, in the locations specified by the City of Fayetteville Utilities
Department.
B. Complete construction of the regional lift station, force main, and upsized sewer
mains on or before December 31, 2020.
C. Provide a copy of the invoices for the construction of the regional sewer lift
station and upsized sewer mains to the City.
D. Pay for the construction of the regional lift station, force main, and upsized
sewer mains (with reimbursement in the form of progress payments up to the
amount of $2,475,440.89).
Page 1 of 2
2. The City of Fayetteville, Arkansas agrees to:
A. Reimburse Towne West for actual costs up to $2,475,440.89 which represents
the City's portion of the cost to construct a regional sewer lift station and
upsized sewer mains.
B. Progress payments due to Towne West shall be remitted within thirty (30) days
after receipt of valid invoices and pending successful inspection of the work by
the City of Fayetteville Utilities Department.
It is further understood that the contract for construction of these improvements is
between Towne West and its Contractor and that the City has no contractual
obligation with either the Contractor or any agent for Towne West. The City's only
obligation shall be to participate in a contractual agreement with a not -to -exceed
amount of $2,475,440.89 for the construction of the regional sewer lift station as
indicated on the cost share exhibit.
IN AGREEMENT WITH ALL THE TERMS AND CONDITIONS ABOVE, WE
SIGN BELOW:
TOWNE WEST CAPITAL
PARTNERS I, LLC
B6B"ENIAAIRRIS,
•
•Member
WITNESS:
CITY OF FAYETTEVILLE.
ATTEST:
Page 2 of 2
KARA PAXTON, City Clerk
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C; ER K / l ��i
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ENGINEERING SERVICES INC. N %Nlk
1207 S. Old Missouri Rd. • P.O. Box 282 • Springdale, Arkansas 72765-0282 Ph: 479-751-8733 • Fax: 479-751-8746
Transmitted via electronic mail to cpranderson(cDfavetteville-ar..qov
Cost Share Agreement Exhibit A
January 15, 2020
Corey W. Granderson, P.E.
Utilities Department
City of Fayetteville
2435 S. Industrial Drive
Fayetteville, AR 72701
Re: Cost Share Proposal
Rupple Road Regional Lift Station
Towne West
Mr. Granderson:
Please accept this letter as a formal request for the City of Fayetteville and Towne West Capital
Partners I, LLC (the Developer) to share costs for the proposed Rupple Road Regional Lift
Station and adjacent gravity sewer collection system.
The City Council unanimously approved Resolution 73-19, expressing interest in cost sharing to
construct a regional sewer lift station near Rupple Road. As design has progressed, we are now
providing formalized cost share logic for your consideration. This letter includes a request for
cost sharing to install a larger, more capable pumping facility adequate for regional -scale flows.'
It also includes estimated City responsibility for the necessary changes to the gravity sewer
collection system to serve the upstream properties in the region. The cost share was approved
for forwarding to the Water, Sewer, & Solid Waste Committee on January 14, 2020, and we
hereby submit this request to the City Council for consideration.
A development -specific lift station was evaluated to provide a baseline cost to provide sewer
service to the development. This scenario evaluated a smaller, Towne West -only lift station
pumping wastewater to an existing 12" gravity line to the south along Martin Luther King Jr.
Boulevard (US 62). Per the detailed construction cost estimate (Exhibit A), this alternative is
estimated to cost $512,170.91.
A regional station will provide opportunities to take advantage of economies of scale, as well as
simplifying operations and providing capacity for the remainder of a large drainage basin in a
rapidly growing area of the Fayetteville. Per the construction quote provided by Harris Company
(Exhibit B), the proposed Rupple Road Regional Lift Station is estimated to cost $2,119,245.45.
1 Since gravity flow to the West Side Wastewater Treatment Facility is impracticable, only pumping
alternatives were considered.
Brian J. Moore, P.E. Tim J. Mays, PE. I Jason Appel, EE. Jerry W. Martin
President Nice President Srccetary /Treasurer ( Chairman of the Board
• • • • • •• •
ENGINEERING SERVIIIES INC.
Mr. Granderson
January 15, 2020
Page 2
Including the professional services for engineering design and construction engineering and
observation on the project (which we've quoted in Exhibit C), the total price to construct the
facility is $2,373,554.91. On a flow basis, we tabulated cost responsibilities on a pro rata basis
in the table below.
Table 1. Pro rata Cost Sharing, Design Flow Basis.
The costs above include professional services through construction, and do not include
easement acquisition. The total City responsibility for the Rupple Road Regional Lift Station and
force main is estimated as $2,017,380.89.
While developing a cost estimate for this project, we have identified a few opportunities to
reduce cost. The following items could be purchased and/or installed by the City at reduced
costs. Additional research is needed to determine what cost savings, if any, may be available.
Table 2. Potential Cost Savings Items.
-
Generator and Appurtenances
• Cost
$200,000.00
SCADA Connection
$8,195.45
10" Flow Meter at WWTF including SCADA connection) $15,000.00
Water Meter & Backflow Assembly
$1,500.00
Yard Hydrant
$750.00
Total Cost of Items with Potential City Cost Savings
$225,445.45
In our letter of August 15, we mentioned cost sharing to upsize gravity mains through the
proposed Towne West development to accommodate flows to the regional station. Comparing
the costs to construct the sewers based on only Towne West's needs versus a regional
approach, the Developer is requesting a cost share of $458,060.00. The sources of cost
differences are tabulated below from the detailed estimates provided in Exhibits D & E.
Table 3. City Responsibility, Gravity Sewers.
Item
Manholes
City Responsibility
$17,900.00
Gravity Sewer Pipe
$62,385.00
Rock Excavation
$372,000.00
_
Service Connections, Other
$5,775.00
Total
$458,060.00
2 Prices included for two corrosion prevention alternatives (concrete admixture and coating system).
Includes the SCADA system cost per the Standard Specifications, Section 2002.1.06.B.1.b and
professional services through construction and acceptance. Does not include land acquisition.
3 Nearby project currently under review by City of Fayetteville.
Mr. Granderson
January 15, 2020
Page 3
The Developer hereby requests $2,475,440.89 in a cost-sharing agreement with the City
Council to construct the Rupple Road Regional Lift Station, force main, and adjacent gravity
' sewers sized for full buildout of this basin, pending necessary approval from the City of
Fayetteville Utilities Department and the Arkansas Department of Health Engineering Section.
We believe this cost share represents a smart opportunity to improve the development potential
of at least 415 acres of land in the City of Fayetteville by proactively planning for future growth,
and feel this cost share is a "win, win" deal. Thank you for your consideration.
Very truly yours,
t�_ Ft�
Brandon Rush
Enclosures
Z:\Engineers\00 -Engineer Projects\18951 - RUPPLE ROAD\04 Regional Lift Station\Cost Sharing\Granderson 2020-01-15 Cost
Share Request.docx
Rupple Road Regional Lift Station
Towne West
EN6NEEIiW6 6ERVICE6 fNC.
Exhibit A - Towne West -Only Conceptual LS Cost Est.
No.
Qty
Unit
Item Description
Unit Price
Total Amount
1
2
LS
8' Diameter Wetwell
$17,500.00
$35,000.00
2
2
EA
Pumps & Control Panel
$25,000.00
$50,000.00
3
5
EA
10" Gate Valve
$3,200.00
$16,000.00
4
2
EA
6" Gate Valve
$2,200.00
$4,400.00
5
2
EA
6" Air Release Valve
$750.00
$1,500.00
6
2
EA
6" Swing Check Valve
$1,250.00
$2,500.00
7
1
LS
Pump Chain Hoist & Frame
$3,500.00
$3,500.00
8
1
EA
Valve Vault Structure
$10,000.00
$10,000.00
9
1
LS
Site Electrical
$12,500.00
$12,500.00
10
1
LS
Running 3-phase power to LS site
$46,000.00
$46,000.00
11
1
LS
Generator and Appurtenances
$15,000.00
$15,000.00
12
1
LS
SCADA Connection (By City, $7,500 in 2017$)
$8,195.45
$8,195.45
13
200
SY
Concrete Paving
$40.00
$8,000.00
14
700
SY
Gravel Paving
$10.00
$7,000.00
15
1
LS
Lift Station Site Work incl. fencing)
$7,500.00
$7,500.00
16
1
LS
ITrench Excavation & Safety
$1,000.00
$1,000.00
17
30
LF
6" Class 350 DI Discharge Piping
$55.00
$1,650.00
18
4750
LF
6" PVC Force Main
$27.00
$128,250.00
19
1
LS
Connect Force Main to Existing Manhole
$1,200.00
$1,200.00
20
3250
LB
Ductile Iron Fittings
$7.00
$22,750.00
21
60
LF
20" Steel Encasement by Open Cut
$175.00
$10,500.00
22
20
LF
20" Bored Steel Encasement
$275.00
$5,500.00
23
6
EA
ITracer Wire Port
$350.00
$2,100.00
24
2
EA
Air Release Valve Assembly
$500.00
$1,000.00
25
1
EA
Yard Hydrant
$1,500.00
$1,500.00
26
20
LF
Class 7 Aggregate Base Course backfill
$50.00
$1,000.00
27
1
LS
Site Restoration along Force Main incl. sidewalk
$4,250.00
$4,250.00
28
1
LS
Erosion Control
$3,000.00
$3,000.00
29
1
LS
IMobilization
$2,500.00
$2,500.00
30
1
LS
Standard Arkansas Performance & Payment Bond
$12,500.00
$12,500.00
31
1
LS
Two -Year Maintenance Bond
$6,500.00
$6,500.00
32
100
ock Excavation(Expected at 4
$250.00
$25,000.00
a uprorar
Engineering (8%)
Construction Engineering & Observation (4%)
$457,295.45
$36,583.64
$18,291.82
TOTAL Engineer's Conceptual Estimate $5121170.91
Exhibit B - Rupple Road Regional LS Cost Estimate
Item
Approx.
No.
Qty
Unit
Item Description
Unit Price
Total Amount
1
300
CY
Reinforced Wetwell Concrete
$925.00
$277,500.00
1A
300
CY
Xypex Concrete Admixture
$28.50
$8,550.00
18
3000
SF
Wetwell Coating System (Raven 405 or Warren 5301)
$14.75
$44,250.00
2
1
LS
Standard Excavation for Wetwell (not including rock)
$92,500.00
$92,500.00
3
1
LS
Dewatering for Wetwell
$75,000.00
$75,000.00
4
2
EA
Pumps & Control Panel
$140,000.00
$280,000.00
5
5
EA
10" Gate Valve
$4,000.00
$20,000.00
6
2
EA
8" Gate Valve
$5,000.00
$10,000.00
7
2
EA
8" Air Release Valve
$5,000.00
$10,000.00
8
2
EA
8" Swing Check Valve
$7,000.00
$14,000.00
9
1
LS
Pump Chain Hoist & Frame
$27,500.00
$27,500.00
10
1
EA
Valve Vault Structure
$18,000.00
$18,000.00
11
1
LS
Site Electrical
$50,000.00
$50,000.00
12
1
LS
Running 3-phase power to LS site
$46,000.00
$46,000.00
13
1
LS
Generator and Appurtenances
$200,000.00
$200,000.00
14
1
LS
SCADA Connection (By City, $7,500 in 2017$)
$8,195.45
$8,195.45
15
350
SY
Concrete Paving
$75.00
$26,250.00
16
500
SY
Gravel Paving
$10.00
$5,000.00
17
1
LS
Lift Station Site Work (incl. fencing)
$15,000.00
$15,000.00
18
1
LS
Trench Excavation & Safety
$25,000.00
$25,000.00
19
120
LF
8" Class 350 DI Discharge Piping
$50.00
$6,000.00
20
4600
LF
10" PVC Force Main
$45.00
$207,000.00
21
170
LF
10" DI Force Main
$225.00
$38,250.00
22
4000
LB
Ductile Iron Fittings
$11.00
$44,000.00
23
80
LF
20" Steel Encasement by Open Cut
$250.00
$20,000.00
24
55
LF
20" Bored Steel Encasement
$500.00
$27,500.00
25
7
EA
Tracer Wire Port
$750.00
$5,250.00
26
11
EA
Sewer Line Marker
$500.00
$5,500.00
27
3
EA
Air Release Valve Assembly
$6,000.00
$18,000.00
28
1
EA
Water Meter & Backflow Assembly
$1,500.00
$1,500.00
29
1
EA
Yard Hydrant
$750.00
$750.00
30
1
LS
Coordination/Work Involving 20" Gas Transmission Line
$50,000.00
$50,000.00
31
80
LF
20" Heavy Wall PVC Encasement
$200.00
$16,000.00
32
20
LF
Class 7 Aggregate Base Course backfill
$25.00
$500.00
33
1
LS
Site Restoration along Force Main (Seed & Watering)
$5,000.00
$5,000.00
34
300
LF
5' Sidewalk
$35.00
$10,500.00
35
1
LS
Remove & Dispose Ex. Concrete Cap at WWTF
$10,000.00
$10,000.00
36
1
EA
10" Flow Meter at WWTF (including SCADA connection)
$15,000.00
$15,000.00
37
1
LS
Connect to Existing WWTF Influent Line
$75,000.00
$75,000.00
38
1
LS
Erosion Control
$15,000.00
$15,000.00
39
1
LS
Mobilization
$20,000.00
$20,000.00
40
1
LS
WWTF Site Restoration
$10,000.00
$10,000.00
41
1
LS
Standard Arkansas Performance & Payment Bond
$30,000.00
$30,000.00
42
1
LS
Two -Year Maintenance Bond
$30,000.00
$30,000.00
43
1000
CY
Rock Excavation (Expected at 4')
$250.00
$250,000.00
Total
$2,11-9,245.43
* Item 1B
shown for reference only, not included in total cost.
ENGINEERING SERVICES INC.�t
1207 S. Old Missouri Rd. • P.O. Box 282 9 Springdale, Arkansas 72765-0282
Exhibit C — ESI Services
January 15, 2020
Towne West Capital Partners I, LLC
c/o Bransen Harris
1211 Woodland Creek Circle
Van Buren, AR 72956
Re: Engineering Services Estimate
Rupple Road Regional Lift Station
Towne West
Bransen,
Ph: 479-751-8733 9 Fax: 479-751-8746
Please find below an estimate of our services on the Rupple Road Regional Lift Station, based
upon the quoted construction price of $2,119,245.45 from Harris Company of Fort Smith, Inc.
Table 9. Professional Services Estimated Amount.
Very truly yours,
Brandon Rush
Z:\Engineers\00 - Engineer Projects\18951 - RUPPLE ROAD\04 Regional Lift Station\Cost Sharing\ESI
Estimate.docx
s7i
EWGUVELMNG SERVICES INC.
Brian J. Moore, RE
President
Exhibit D - Gravity Sewer Price List
Gravity Sewer Participation
Item
No.
Unit
Item Description
Unit Price
I
EA
4' Manhole 0-6' De th
$
—
4,000.00
2
VF
4' Manholes, Extra Depth
$
250.00
3
EA
Epoxy Lining for Manholes
$
1,000.00
4
EA
Manhole Drop Connection
$
750.00
5
LF
15" PVC SDR -26 Gravity Sewer 6-8' Dee
$
100.00
6
LF
12" PVC SDR -26 Gravity Sewer 0-6' Dee
$
90.00
7
LF
12" PVC SDR -26 Gravity Sewer 6-8' Dee
$
95.00
8
LF
12" PVC SDR -26 Gravity Sewer 8-10' Dee
$
100.00
9
LF 10" PVC SDR -26 Gravity Sewer 0-6' Dee
$
75.00
10
LF
10" PVC SDR -26 Gravity Sewer 6-8' Dee
$
80.00
11
LF
10" PVC SDR -26 Gravity Sewer 8-10' Dee
$
85.00
12
LF
8" PVC SDR -26 Gravity Sewer 0-6' Dee
$
65.00-
13
LF 1.8"
PVC SDR -26 Gravity Sewer 6-8' Dee
$
70.00
14
LF
8" PVC SDR -26 Gravity Sewer 8-10' Dee
$
75.00
15
EA
15" x 4" Service Wye
$
500.00
16
EA
12" x 4" Service Wye
$
400.00
17
EA
10" x 4" Service Wye
$
350.00
18
EA
8" x 4" Service Wye
$
300.00
19
CY
Rock Excavation
$
250.00
20
LF
Class 7 Aggregate Base Course
$
25.00
21
LF
30" Steel Encasement
$
250.00
22
LF
24" Steel Encasement
$
225.00
23
LF
20" Steel Encasement
$
200.00
24 1
LF
16" Steel Encasement
$
150.00
* Rock expected at 4'
Exhibit E - Gravity Sewer Participation Cost Estimate
As Designed
I
WI No Participation
Dev. Responsibility
City Responsibility
Description
Price
Qty I Unit
I Total
Oty I Unit
Total
Difference
Interceptor 1
4' Manhole 0-6' De th
4' Manholes, Extra Depth
$ 4,000.00
$ 250.00
12 EA
34.3 VF
I S 48,000.00
1 $ 8,575.00
11 EA
33.6 VF
$ 44,000.00
$ 8,400.00
$ 4,000.00
$ 175.00
Epoxy Lining for Manholes
$ 1,000.00
4 EA
$ 4,000.00
0 EA
$
$ 4,000.00
Manhole Drop Connection
$ 750.00
4 EA
$ 3,000.00
0 EA
$
$ 3,000.00
15" PVC SDR -26 Gravity Sewer 6-8' Deep)
$ 100.00
810 VF
$ 81,000.00
0 VF
S
$ 81,000.00
12" PVC SDR -26 Gravity Sewer 0-6' Deep
$ 90.00
120 LF
$ 10,800.00
0 LF
$
$ 10,800.00
12" PVC SDR -26 Gravity Sewer (6-8' Deep)
$ 95.00
370 LF
$ 35,150.00
0 LF
$
$ 35,150.00
12" PVC SDR -26 Gravity Sewer 8-10' Deep
$ 100.00
LF
IS
0 LF
$
S
10" PVC SDR -26 Gravity Sewer (0-6' Deep)
$ 75.00
LF
$ -
0 LF
$
$
10" PVC SDR -26 Gravity Sewer 6-8' Deep)
$ 80.00
390 LF
$ 31,200.00
800 LF
$ 64,000.00
$ 32,800.00
10" PVC SDR -26 Gravity Sewer (8-10' Deep)
$ 85.00
420 LF
$ 35,700.00
0 LF
$
$ 35,700.00
8" PVC SDR -26 Gravity Sewer (0-6' Deep)
$ 65.00
20 LF
$ 1,300.00
0 LF
$
$ 1,300.00
8" PVC SDR -26 Gravity Sewer 6-8' Dee
$ 70.00
140 LF
$ 9,800.00
1090 LF
$ 76,300.00
$ 66,500.00
8" PVC SDR -26 Gravity Sewer (8-10' Dee)
$ 75.00
0 LF
$ -
380 LF
$ 28,500.00
$ (28,500.00
15" x 4" Service Wye
$ 500.00
28 EA
$ 14,000.00
0 EA
$
$ 14,000.00
12" x 4" Service Wye
$ 400.00
5 EA
$ 2,000.00
0 EA
$
$ 2,000.00
10" x 4" Service Wye
$ 350.00
12 EA
$ 4,200.00
28 EA
$ 9,800.00
$ 5,600.00
8" x 4" Service Wye
Rock Excavation
S 300.00
S 250.00
0 EA
960 CY
$
$ 240,000.00
17 EA
890 CY
$ 5,100.00
$ 222,500.00
$ 5,100.00)
$ 17,500.00
30" Steel Encasement
$ 250.00
30 LF
$ 7,500.00
0 LF
$
$ 7,500.00
24" Steel Encasement
20" Steel Encasement
S 225.00
$ 200.00
25 LF
0 LF
$ 5,625.00
$ -
0 LF
21 LF 1
$
$ 4,200.00
$ 5,625.00
$ 4,200.00
16" Steel Encasement
Class 7 Aggregate Base Course
$ 150.00
S 25.00
0 LF
246 LF 1
$
S 6,150.00
15 LF
246 LF 1
$ 2,250.00
$ 6.150.00
$ 2,250.00
$
Interco tot 2
4' Manhole 0-6' Depth)
$ 4,000.00
11 EA
$ 44,000.00
11 EA
$ 44,000.00
$
4' Manholes, Extra Depth
Manhole Drop Connection
$ 250.00
$ 750.00
14.7 VF
1 EA
$ 3,675.00
$ 750.00
13.4 VF
0 EA
$ 3.350.00
$
$ 325.00
$ 750.00
10" PVC SDR -26 Gravity Sewer 0-6' Deep)
$ 75.00
0 LF
S
0 LF
$ -
$ -
10" PVC SDR -26 Gravity Sewer 6-8' Dee
8" PVC SDR -26 Gravity Sewer 0-6' Deep
8" PVC SDR -26 GravitySewer 6-8' Dee)
8" PVC SDR -26 Gravity Sewer (8-10' Deep)
16" Steel Encasement
10" x 4" Service Wye is
S 80.00
$ 65.00
$ 70.00
$ 7.5120
S 150.00
350.00
480 LF
480 LF
840 LF
LF
15 LF
20 EA
S 38,400.00
$ 31,200.00
$ 58,800.00
$ 9,000.00
$ 2,250.00
$ 7,000.00
0 LF
1330 LF
610 LF
0 LF
0 LF
0 EA
$
$ 86,450.00
S 42,700.00
$
$
$
$ 38,400.00
$ 55,250.00
$ 16,100.00
$ 9,000.00
$ 2,250.00
$ 7,000.00
L1_
r+s uesigneo
W/ No Participation
Dev. Responsibility
City Responsibility
Description
8" x 4" Service Wye
$
ON I Unit
I
Total
Unit
Total
Difference
Rock Excavation
$
300.00
250.00
31 EA
S
9,300.00
51 EA
S 15,300.00
$
(6,000.00
ClassA re ate Base Course
$
25.00
670 CY,
$
167,500.00
350 CY
$ 87,500.00
$
80,000.00
Interceptor 3
4,A
90i LF
$
22,525.00
901 LF
$ 22,525.00
$
4' Manhole (0-6' Depth)
$
4,000.00
10 EA
1 $
40,000.00
10 EA
$ 40,000.00
$
4' Manholes, Extra Depth
$
250.00
13.9 VF
$
3,475.00
16.1 VF
$ 4,025.00
$
550.00
Manhole Drop Connection
$
750.00
3 EA
$
2,250.00
0 EA
$
$
10" PVC SDR -26 Gravity Sewer 0-6' Dee)
$
75.00
180 LF
$
13,500.00
0 LF
$
$
2,250.00
10" PVC SDR -26 Gravity Sewer 6-8' Dee
$
80.00
300 LF
$
24,000.00
0 LF
$
$
13,500.00
8" PVC SDR -26 Gravi Sewer (0-6' Dee
$
65.00
0 LF
$
360 LF
$ 23,400.00
$
24,000.00
23,400.00
8" PVC SDR -26 Gravity Sewer (6-8' Dee
$
70.00
380 LF
$
26,600.00
1330 LF
$ 93,100.00
$
66,500.00
8" PVC SDR -26 Gravity Sewer 8-10' Deep)
$
75.00
1490 LF
$
111,750.00
660 LF
$ 49,500.00
$
62,250.00
16" Steel Encasement
$
150.00
26 LF I
$
3,900.00
0 LF
$
$
3,900.00
8" x 4" Service Wye
$
300.00
260,800.00
$
10,800.00
36
$ 10,800.00
$Rock
Excavation
$
250.00
1140 CY
$
285,000.00
885
�EA
$ 221,250.00
S
63,750.00
Class 7 Ag re ate Base Course
$
25.00
165 LF
$
4,125.00
165
$ 4,125.00
$
Lateral 4
4' Manhole 0-6' Depth
$
4,000.00 1
1 EA
$
4,000.00
1 EA
$ 4,000.00
S
4' Manholes, Extra Depth
$
250.00
0.8 VF
$
200.00
0 VF
$
S
8" PVC SDR -26 Gravity Sewer 0-6' Dee
$
65.00
143 LF
$
9,295.00
143 LF
$ 9,295.00
$
200.00
Rock Excavation
$
250.00
20 CY
$
5,000.00
10 CY
$ 2,500.00
$
2,500.00
Class 7 Aggregate Base Course
S
25.00
31 LF
$
775.00
31 LF
S 775.00
$
Lateral 5
4' Manhole 0-6' Depth
S
4,000.00
1 EA
$
4,000.00
1 EA
$ 4,000.00
$
4' Manholes, Extra Depth
$
250.00
1 VF
S
250.00
1.3 VF
S 325.00
$
75.00)
8" PVC SDR -26 Gravity Sewer 0-6' Dee
$
65.00
25 LF
$
1,625.00
25 LF
$ 1.625.00
$
8" PVC SDR -26 GravitySewer (6-8' Deep)
$
70.00
136 LF
$
9,520.00
136 LF
$ 9,520.00
$
Rock Excavation
47ff
S.
11,750.00
47 CY
$ 11,750.00
$
Class 7 A re ate Base Course
t�E
28$
700.00
28 LF
$ 700.00
$
16" Steel Encasement
31$
4,650.00
20 LF
$ 3,000.00 1
$
1,650.00
Lateral 6
4' Manhole 0-6' Depth
$
4,000.00
1 EA I
$
4,000.00
1 EA
$ 4,000.00
$
4' Manholes, Extra Depth
$
250.00-2
' 2VF
$
550.00
0 VF
$
8" PVC SDR -26 Gravity Sewer (0.6' Deep)
T-65
00
0 LF
$
-
$
550.00
8" PVC SDR -26 Gravity Sewer 6-8' Dee
$
70.00
174 LF
$
12,180.00
174 LF
$ 11,310.00
$
11,310.00
8"x4"Service Wye
$
300.00
5 EA
$
1,500.00
0 LF
5 EA
$
$
$
12,180.00
Rock Excavation
$
250.00
80 CY
$
20,000.00
20 CY
1,500.00
$ 5,000.00
$
$
Lateral 7
15,000.00
4' Manhole (0-6' Depth)
$
4,000.00 1
t EA
$
4,000.00
1 EA
$
As Dim esianal 1 wi N., P,.ei'i-fi.... I no., o-.,..-kII:.., I r:.., o......___:-
Descri tion
Oty Unit
Total
Oty Unit
Total
Difference
4' Manholes, Extra Depth
$
250.00
3.1 VF
$
775.00
3.1 EA
$
775.00
$
8" PVC SDR -26 Gravity Sewer 0-6' Dee)
$
65.00
50 LF
$
3,250.00
50 EA
$
3,250.00
$
8" PVC SDR -26 Gravity Sewer 6-8' Deep
$
70.00
90 LF
$
6,300.00
90 LF
$
6,300.00
$
8" PVC SDR -26 Gravity Sewer (8-10' Deep)
$
75.00
60 LF
$
4,500.00
60 LF
$
4,500.00
$
8" x 4" Service Wye
$
300.00
4 EA
$
1,200.00
4 EA
$
1,200.00
$
Rock Excavation
$
250.00
75 CY
$
18,750.00
75 CY
$
18,750.00
$
Class 7 Aggregate Base Course
1 $
25.00-1
30 LF
$
750.00 1
30 LF
$
750.00
$
Lateral 8
4' Manhole (0-6' Depth)
1 $
4,000.00 1
1 EA
$
4,000.00
1 EA
1 $
4,000.00
$
8" PVC SDR -26 Gravity Sewer (0-6' Deep)
1 $
65.00
277 LF
$
18,005.00
277 EA
$
18,005.00
$
8" x 4" Service Wye
1 $
300.00
9 EA
$
2,700.00
9 EA
$
2,700.00
$
Rock Excavation
$
250.00
25 CY
$
6,250.00
25 CY
$
6,250.00
1 $
Lateral 9
4' Manhole 0-6' Depth
$
4,000.00
31 EA
1 $
12,000.00
3 EA
$
12,000.00
$
4' Manholes, Extra Depth
$
250.00
7.2 VF
$
1,800.00
7.2 VF
$
1,800.00
$
8" PVC SDR -26 Gravity Sewer (0-6' Deep)
$
65.00
120 LF
$
7,800.00
120 LF
$
7,800.00
$
8" PVC SDR -26 Gravity Sewer 6-8' Dee)
$
70.00
360 LF
$
25,200.00
360 LF
$
25,200.00
$
8" PVC SDR -26 Gravity Sewer 8-10' Deep)
$
75.00
365 LF
$
27,375.00
365 LF
$
27,375.00
$
8" x 4" Service Wye
$
300.00
21 EA
$
6,300.00
21 EA
$
6,300.00
$
Rock Excavation
$250.00
350 CY
$
87,500.00
350 CY
$
87,500.00
$
Class 7 Aggregate Base Course
$
25.00
52 LF
$
1,300.001
52 CY
1 $
1,300.00 1
$
16" Steel Encasement
$
150.00
20 LF
$
3,000.00
2011-F
I b
3,000.00 1
$
Lateral 10
4' Manhole (0-6' Depth)
$
4,000.00
1 EA
1 $
4,000.00 1
1 lEA
I S
4,000.00 I
$
8" PVC SDR -26 Gravity Sewer 0-6' Dee
$
65.00
55 LF
$3,575.00
55 LF
$
3,575.00
$
8" x 4" Service Wye
$
300.00
1 EA
S
300.00
1 EA
b
300.00
$
Rock Excavation
$
250.00
8 CY
1 $
2.000.001
81 CY
I $
2,000.00 1
$
Lateral 11
4' Manhole 0-6' Depth
$
4,000.00 1
2 EA
$
8,000.00
2 EA
$
8,000.00
$
4' Manholes, Extra Depth
S
250.00
4.1 VF
b
1,025.00
2.9 VF
$
725.00
$
300.00
8" PVC SDR -26 Gravity Sewer 0-6' Dee
$
65.00
160LF
$
10,400.00
200 LF
$
13,000.00
$
2,600.00
8" PVC SDR -26 GravitySewer 6-8' Deep)
Rock Excavation
Class 7 Aggregate Base Course
$
$
$
70.00
250.00
25.00
40 LF
60 CY
81 LF
$
$
$
2,800.00
15,000.00
2,025.00
0 LF
15 CY
81 LF
$
$
$
-
3,750.00
2,025.00
$
$
S
2,800.00
11,250.00
16" Steel Encasement
$
150.00
18 LF
$
2,700.00
18 LF
$
2,700.00
$
Lateral 12
4' Manhole 0-6' Depth)
$
4,000.00
2 EA
$
8,000.00
2 EA
$
8,000.00
$
4' Manholes, Extra Depth
$
250.00 1
2.9 VF
1 $
725.00
0.21 VF
1 $
50.00
$
675.00
8" PVC SDR -26 Gravity Sewer (0-6' Deep)
1 $
65.001
310 LF 1
$
20,150.00 1
350 LF
1 $
22,750.00 Is
(2,600.00)
LA
Descri tion
VVI r o ra icipation
Dev. Responsibility
City Responsibility
8" PVC SDR -26 Gravi Sewer 6-8' Dee
Unit
LF
$
Total
Qt Unit
Total
Difference
8" x 4" Service Wye
EA
$
2,800.00
0 LF
$
$
2,800.00
Rock Excavation
M-250.00
CY
:390
$
4,200.00
14 EA
$
4,200.00
$
Class 7 A re ate Base Course
-
LF
$
16,250.00
8750.00
0 CY
350 LF16"
$
$
16,250.00
Steel Encasement
LF
$
6,600.00
44 LF
Lateral 13
$
6,600.00
$
Not Used
Lateral 14
4' Manhole 0-6' Depth
$
4,000.00
4 EA
$
16,000.00
4 EA
$
16,000.00
$
4' Manholes, Extra Depth
S
250.00
3.3 VF
$
825.00
0 VF
$
8" PVC SDR -26 Gravity Sewer (0-6' De e
$
65.00
330 LF
$
21,450.00
570 LF
$
$
825.00
8. PVC SDR -26 Gravit Sewer 6 8' Dee
$
70.00
520 LF
$
36,400.00
520 LF
$
37,050.00
$
15,600.00)
8" PVC SDR -26 Gravity Sewer8-10' Deep
S
75.00
240 LF -T-18.000.00
0 LF
$
36,400.00
$
8" x 4" Service Wye
300.00
24 EA
$
7,200.00
24 EA
$
$
18,000.00
Rock Excavation
LS
250.00
590 CY
$
147,500.00
240 CY
$
7,200.00
60,000.00
$
$
Class 7 Aggregate Base Course
25.00
68 LF
$
1,700.00
68 LF
$
87,500.00
16" Steel Encasement
$
150.00
0 LF
$
1.700.00
$
Latera, 15
20 LF
$
3,000.00
$
3,000.00
4' Manhole 0-6' Depth
$
4,000.00
1 EA
$
4,000.00
1 EA
4' Manholes, Extra Depth
$
250.00
0.9 VF
$
225.00
0 VF
$
8" PVC SDR -26 Gravi Sewer 0-6' Dee
$
65.00
0 LF
$
$
225.00
8" PVC SDR -26 GravitySewer (6 8' Dee
$
70.00
85 LF
$
85 LF
$
5,525.00
$
5,525.00
Rock Excavation
$
250.00
30 CY
$
5,950.00
7,500.00
0 LF
$
$
5.950.00
Lateral 16
0 CY
$
$
7,500.00
4' Manhole (0-6' Depth
$
4,000.00
2 EA
$
8,000.00
2 EA
$
8,000.00
$
4' Manholes, Extra De th
$
250.00
2.8 VF
$
700.00
2.8 VF
$
8" PVC SDR -26 Gravi Sewer 0-6' Deep
$
65.00
120 LF
$
7,800.00
120 LF
$
700.00
$
8" PVC SDR -26 Gravi Sewer 6-8' Dee
$
70.00
207 LF
$
14,490.00
207 LF
$
7,800.00
$
8" x 4" Service W e
$
300.00
18 EA
$
5,400.00
18 EA
$
14,490.00
$
Rock Excavation
Class 7 A
$
250.00
-25.00
140 CY
$
35,000.00
140 CY
$
5,400.00
35,000.00
$
$
re ate Base Course
Lateral 17
IT
627 LF
$
15,675.00
611h
$
15,675.00
$
4' Manhole 0-6' Depth
$
4,000.00
1 EA
$
4,000.00
1 EA
$
8" PVC SDR -26 Gravit Sewer 0-6' Dee
$
65.00
78 LF
$
5,070.00
4,000.00
$
8" x 4" Service Wye
$
300.00
3 EA
$
78 LF
$
5,070.00
$
Ti_Excavation
$
250.00
14 CY
$
900.00
3,500.00
3 EA
14 CY
$
$
900.00
$
Lateral 18
3,500.00
$
4Manhole (0-6' Depth
$
4,000.00
2
EA
$
8,000.00
2
EA
$
$
4' Manholes, Extra Depth
$
250.00
1.2
VF
$
300.00
--
8,000.00
$
300.00
0
$
LA
AcAc rl�u� I %All Mi D-;..;-;- I n.... D,,...,,,,"..a:r,., I -..
Description
City Unit
Total
city Unit
Total
Difference
8" PVC SDR -26 Gravity Sewer (0-6' Dee
$ 65.00
59 LF
$
3,835.00
420 LF
$
27,300.00
$ 23,465.00
8" PVC SDR -26 Gravity Sewer (6-8' Dee
$ 70.00
361 LF
$
25,270.00
0 LF
$
$ 25,270.00
8" x 4" Service Wye
$ 300.00
11 EA
$
3,300.00
11 EA
$
3,300.00
S
Rock Excavation
$ 250.00
142 CY
$
35,500.00
22 CY
$
5,500.00
$ 30,000.00
16" Steel Encasement
$ 150.00
0 LF
$
-
20 LF
$
3,000.00
S 3,000.00
Class 7 Aggregate Base Course
$ 25.00
38 LF
$
950.00 1
38 LF
$
950.00
$
Lateral 19
4' Manhole (0-6' De th)
$ 4,000.00
1 EA
$
4,000.00
1 EA
$
4,000.00
$
8" PVC SDR -26 Gravity Sewer 0-6' Deep)
$ 65.00
40 LF
$
2,600.00
128 LF
$
8,320.00
$ 5,720.00)
8" PVC SDR -26 Gravity Sewer 6-8' Dee
$ 70.00
88 LF
$
6,160.00
0 LF
$
$ 6,160.00
8" x 4" Service Wye
$ 300.00
3 EA
$
900.00
3 EA
$
900.00
$ -
Rock Excavation
$ 250.00
33 CY
$
8,250.00
20 CY
$
5,000.00
S 3,250.00
16" Steel Encasement
$ 150.00
0 LF
$
20 LF
$
3,000.00
$ 3,000.00)
Class 7 Aggregate Base Course
S 25.00
31.1-F
S
775.00
31.1-F
$
775.00
$
Lateral 20
4' Manhole 0-6' Depth)
$ 4,000.00
2 EA
$
8,000.00
2 EA
$
8,000.00
$
4' Manholes, Extra Depth
$ 250.00
0.1 VF
$
25.00
0.1 VF
$
25.00
$
8" PVC SDR -26 Gravity Sewer 0-6' Deep)
S 65.00
200 LF
$
13,000.00
0 LF
$
-
$ 13,000.00
8" PVC SDR -26 Gravity Sewer (6-8' Deep)
$ 70.00
40 LF
$
2,800.00
569 LF
$
39,830.00
$ 37,030.00
8" PVC SDR -26 Gravity Sewer 8-10' Deep)
$ 75.00
369 LF
$
27,675.00
40 LF
$
3,000.00
S 24,675.00
8" x 4" Service Wye
$ 300.00
17 EA
$
5,100.00
17 EA
$
5,100.00
$
Rock Excavation
$ 250.00
340 CY
$
85,000.00
235 CY
$
58,750.00
$ 26,250.00
Class 7 Aggregate Base Course
$ 25.00
9217
$
2,300.00
92 LF
$
2,300.00
$
Lateral 21
4' Manhole 0-6' Depth)
$ 4,000.00
1 EA
$
4,000.00
1 EA
$
4,000.00
1 $
8" PVC SDR -26 Gravity Sewer 0-6' Dee
$ 65.00
360 LF
$
23,400.00
360 LF
$
23.400.00
S
8" PVC SDR -26 Gravity Sewer 6-8' Dee
$ 70.00
40 LF
$
2,800.00
40 LF
S
2,800.00
$
8" x 4" Service Wye
$ 300.00
13 EA
$
3,900.00
13 EA
$
3,900.00
1 $
Rock Excavation
$ 250.00
10 CY
$
2,500.00
10 CY
$
2,500.00
I $
Lateral 22
4' Manhole 0-6' Depth
$ 4,000.00
1 EA
$
4,000.00
1 EA
$
4,000.00
$ -
4' Manholes, Extra Depth
$ 250.00
1.8 VF
$
450.00
0 VF
$
S 450.00
8" PVC SDR -26 Gravity Sewer 0-6' Dee
S 65.00
280 LF
$
18,200.00
280 LF
$
18,200.00
$
8" PVC SDR -26 Gravity Sewer (6-8' Deep)
$ 70.00
120 LF
$
8,400.00
120 LF
$
8,400.00
$
8" x 4" Service Wye
$ 300.00
13 EA
$
3,900.00
13 EA
$
3,900.00
$
Rock Excavation
$ 250.00
45 CY
$
11,250.00
45 CY
$
11,250.00
$
Lateral 23
4' Manhole 6' Depth
$ 4,000.00
1
EA
$
4,000.00
1
EA
$
4,000.00
$
.O
4' Manholes, Extra Depth
$ 250.00 1
2.9
VF
1 $
725.00
2.91
VF
1 $
725.00
1 $
Description
8" PVC SDR -26 GravitySewer 0-6' Dee
8" PVC SDR -26 Gravity Sewer 6-8' Dee)
$
$
65.00
70.00
-.+ --
Qt Unit
210 LF
190 LF
$
$
--••-�
Total
13,650.00
13,300.00
.............. v..
Qt Unit
210 LF
190 LF
vc�.
$
$
,"c�Nv�,v,,.Y
Total
13,650.00
13,300.00
-Y RCJIJ-wumty
Difference
$
$
8" x 4" Service Wye
$
300.00
13 EA
$
3,900.00
13 EA
$
3,900.00
$
Rock Excavation
$
250.00
97 CY
$
24,250.00
97 CY
$
24,250.00
$
Lateral 24
4' Manhole 0-6' Depth
$
4,000.00
1 EA
$
4,000.00
1 EA
$
4,000.00
$
4' Manholes, Extra Depth
$
250.00
1.9 VF
$
475.00
1.9 VF
$
475.00
$ -
8" PVC SDR -26 GravitySewer (0-6' Deep
$
65.00
100 LF
$
6,500.00
100 LF
$
6,500.00
$
8" PVC SDR -26 Gravity Sewer 6-8' Dee
$
70.00
58 LF
$
4,060.00
58 LF
$
4,060.00
$
8" x 4" Service Wye
$
300.00
1 EA
$
300.00
1 EA
$
300.00
$
Rock Excavation
$
250.00
38 CY
$
9,500.00
38 CY
$
9,500.00
$
16" Steel Encasement
$
150.00
14 LF
$
2,100.00
14 LF
$
2,100.00
$
Class 7 Aggregate Base Course
$
25.00
37 LF
$
925.00
37 LF
$
925.00
$
Lateral 25
4' Manhole 0-6' Depth
$
4,000.00
1 EA
$
4,000.00
1 EA 1
$
4,000.00
S
4' Manholes, Extra Depth
$
250.00
6.5 VF
$
1,625.00
5.2 VF
$
1,300.00
S 325.00
8" PVC SDR -26 GravitySewer 0-6' Deep
8" PVC SDR -26 Gravity Sewer (6.8' Deep)
8" x 4" Service Wye
$
$
S
65.00
70.00
300.00
0 LF
200 LF
4 EA
$
$
$
14,000.00
1,200.00
200 LF
0 LF
4 EA
$
$
$
13,000.00
-
1,200.00
$ 13,000.00
$ 14,000.00
$
Rock Excavation
$
250.00
55 CY
$
13,750.00
25 CY
$
6,250.00
$ 7,500.00
16" Steel Encasement
Class 7 Aggregate Base Course
$
$
150.00
25.00
0 LF
28 LF
$
$
700.00
20 LF
28 LF
$
$
3,000.00
700.00 I
$ (3,000.00)
$
Lateral 26
4' Manhole (0-6' Depth)
$
4,000.00
1 EA
$
4,000.00
1 EA
$
4,000.00
$ -
4' Manholes, Extra Depth
$
250.00
5 VF
$
1,250.00
4.3 VF
$
1,075.00
$ 175.00
8" PVC SDR -26 Gravity Sewer 0-6' Dee
8" PVC SDR -26 Gravity Sewer 6-8' Dee
8" x 4" Service Wye
$
$
$
65.00
70.00
300.00
0 LF
200 LF
4 EA
$
$
$
14,000.00
1,200.00
30 LF
170 LF
4 EA
$
$
$
1,950.00
11,900.00
1,200.00
$ 1,950.00)
$ 2,100.00
$
Rock Excavation
16" Steel Encasement
Class 7 Aggregate Base Course
$
$
$
250.00
150.00
25.00
75 CY
0 LF
28 LF
$
$
$
18,750.00
700.00
60 CY
20 LF
28 LF
$
$
$
15,000.00
3,000.00
700.00
$ 3,750.00
$ 3,000.00
$
iocai Uty Kesponsibility
$ 2,776,535.00 $ 458,060.00
N19 wowdeD,
it+-. no rlr.
PROJECT
LOCATION
i Proposed Lift Station
Ort ` .. ,•, r.,, „si
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E Pnea,wt M 7tunp_u
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Y VI I L ^J
VICINITY MAP (MASTER STREET PLAN.
N.T.S.
113 West Mountain Street
Fayetteville, AR 72701
(479) 575-8323
Resolution: 73-19
File Number: 2019-0145
RUPPLE ROAD REGIONAL SEWER LIFT STATION:
A RESOLUTION TO EXPRESS THE CITY COUNCIL'S INTENTION TO SHARE IN THE COST OF
CONSTRUCTING A REGIONAL SEWER LIFT STATION NEAR RUPPLE ROAD
WHEREAS, City staff has determined that providing sewer service to the approximately 450 -acre basin
between Centennial Park at Millsap Mountain and Broyles Avenue with one regional lift station,
instead of multiple smaller lift stations as parcels in the area are developed will be in the City's best
interest for long term maintenance and operational savings; and
WHEREAS, the preliminary estimated cost of a regional lift station for this area is $2,087,400.00; and
WHEREAS, the cost share is intended to give the developer and engineer confidence to move forward
with a regional design approach knowing that the City has expressed an interest in participating in an
appropriate future cost share; and
WHEREAS, the City's portion of the cost share is not known at this time and may depend, in part, on
how many developers and property owners participate in the cost share agreement.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
FAYETTEVILLE, ARKANSAS:
Section 1: That the City Council of the City of Fayetteville, Arkansas hereby expresses its intention to
share in the cost of constructing a regional sewer lift station near Rupple Road with property owners
and developers in the lift station service area.
Page 1 Printed on 3120119
Fite Number: 2019-0145
Resolution 73-19
PASSED and APPROVED on 3/19/2019
Attest:
�o.
Sondra E. )tyR
S%tth! ,Qerk Treasurer
♦�'` ARK i �''�.
���
�o\ Y p�`.s ms's
tics. .tir
F AYETTEVl!_!
Page 2 Printed on 3120119
AMENDMENT NO. 1
TOWNE WEST CAPITAL PARTNERS
Tim Nyander
Submitted By
City of Fayetteville Staff Review Form
2020-0986
Legistar File ID
N/A
City Council Meeting Date - Agenda Item Only
N/A for Non -Agenda Item
11/2/2020 WATER SEWER (720)
Submitted Date Division / Department
Action Recommendation:
Staff recommends approval of Amendment No. 1 and Change Order 1 to the contract with Towne West Capital
Partners I, LLC which will increase the contract amount by $139,800.00.
Budget Impact:
5400.720.5700-5815.00
Water and Sewer
Account Number Fund
04039.1 Water/Sewer Impact Fee Cost Sharing
Project Number
Budgeted Item? Yes
Does item have a cost? Yes
Budget Adjustment Attached? No
Current Budget
Funds Obligated
Current Balance
Item Cost
Budget Adjustment
Remaining Budget
Project Title
$ 3,551,352.00
$ 2,753,149.68
$'-798,202.32
$ 139,800.00
$ 658,402.32
V20180321
Purchase Order Number: 2020-282 Previous Ordinance or Resolution # 71-20
Change Order Number:
Original Contract Number:
Comments:
1
2020-20
Approval Date:
11/04/20
CITY OF
FAYETTEVILLE
ARKANSAS
TO: Mayor Lioneld Jordan
THRU: Susan Norton, Chief of Staff
Tim Nyander, Utilities Director
FROM: Corey Granderson, Utilities Engineer
DATE: October 30, 2020
STAFF MEMO
SUBJECT: Approval of Amendment No. 1 and Change Order No. 1 to the Cost Share
Agreement with Towne West Capital Partners I, LLC
RECOMMENDATION:
Staff recommends approval of Amendment No. 1 and Change Order No. 1 to the contract with
Towne West Capital Partners I, LLC which will increase the contract amount by $139,800.00.
BACKGROUND:
In February 2020, the City Council approved a Cost Share Agreement with Towne West Capital
Partners I, LLC for the construction of a regional sanitary sewer lift station in the vicinity of
Rupple Road and Broyles Road, with associated gravity and force main sanitary sewers
(Resolution 71-20).
DISCUSSION:
The original breakdown pricing for this construction was based on 100% of the scope being self -
performed by the developer. However, due to the specialized nature of lift station construction,
the developer and city worked together to bring a subcontractor on board to complete the lift
station work and the tie-in at the wastewater facility. This subcontractor's quote is more detailed
and accurate, resulting in an increased cost of $78,300.00. The subcontractor, JL Bryson, also
requested to be added to the cost share agreement as an increased surety of their final
payments. The City Attorney's office and Water/Sewer worked together to draft Amendment No.
1 adding JL Bryson to the cost share agreement.
Additionally, after the cost share was approved for the project, Water/Sewer and the IT
Department developed a plan to have direct fiber optic connectivity between this lift station and
the nearby West Side Water Resource Recovery Facility which will eliminate our long term need
for using a 3d party service provider for communications and monitoring. The added cost for this
fiber optic conduit installation is $61,500.00.
BUDGET/STAFF IMPACT:
Funds for the $139,800.00 change order are available within the approved project contingency
of $247,544.09.
Attachments:
Amendment No. 1
Change Order No. 1
Contractor Request letter & supporting quote
Mailing Address:
113 W. Mountain Street www.fayetteville-ar.gov
Fayetteville, AR 72701
AMENDMENT NO. 1 TO
CONTRACTUAL AGREEMENT FOR COST SHARE
OF REGIONAL SEWER LIFT STATION COSTS
This Amendment, made and entered into on this 4 day of November 2020
by and between the City of Fayetteville, Arkansas ("City"), Towne West Capital Partners 1, LLC
("Towne West"), and JL Bryson, Inc. ("Bryson"), witnesseth:
WHEREAS, Towne West is developing a new 30 acre subdivision on the west side of
South Rupple Road between Albert Street and Tofino Drive, an area that is part of a larger 415
acre basin; and
WHEREAS, Towne West would be required to construct a lift station to provide sewer
service for its development; and
WHEREAS, on February 18, 2020, the City Council approved a contract with Towne
West to share in the cost of constructing a regional sewer lift station with the portion paid by the
City not to exceed $2,475,440.89; and
WHEREAS, Towne West received competitive bids for construction of the sewer lift
station and entered into a contract with Bryson which now seeks further assurance from the City
regarding payment for the project; and
WHEREAS, the City and Towne West agree that the original contract should be amended
to include Bryson as a party and to address other matters.
NOW, THEREFORE, the City of Fayetteville, Arkansas, Towne West Capital Partners
1, LLC, and JL Bryson, Inc. agree that the original contract between the City and Towne West shall
be amended as follows:
1. Towne West agrees to:
A. Acquire all water/sewer easements required for the construction of the lift
station, force main, and gravity sewer lines, and any other infrastructure
required to connect Towne West's development to the lift station and dedicate
or grant those easements to the City. Towne West agrees that the City shall not
be obligated to reimburse Towne West for any portion of the project not located
within the Towne West development until all off -site easements have been
dedicated to the City.
B. Pay for the construction of the regional lift station, force main, and upsized
sewer mains (with reimbursement in the form of progress payments from the
City up to the amount of $2,475,344.31).
Pagel of 3
C. Submit the City's standard Subcontractor Affidavit for Payment at the time of
each pay draw request and prior to final payment
D. Towne West authorizes the City to make direct payments to Bryson in the event
Towne West ceases to operate in the ordinary course, has an assignment for the
benefit of creditors or similar disposition of its assets or becomes the subject of
any bankruptcy, reorganization, liquidation dissolution or similar proceeding
and agrees that the cost share agreement is not for the benefit of Towne West
but is for the sole benefit of water and sewer customers of the City of
Fayetteville.
2. The City of Fayetteville, Arkansas agrees to:
A. Reimburse Towne West for actual costs up to $2,475,344,31 which represents
the City's portion of the cost to construct a regional sewer lift station and
upsized sewer mains. Such payments shall be based on the schedule of values
to ensure proportional allocation of funds between Towne West and Bryson.
B. Progress payments due to Towne West shall be remitted within thirty (30) days
after receipt of valid invoices and Subcontractor Affidavit for Payment and
pending inspection and approval of the work by the City of Fayetteville Utilities
Department. City reserves the right to withhold retainag`e of up to 5% on each
progress payment.
C. Submit payments directly to Bryson only in the event Towne West ceases to
operate in the ordinary course, has an assignment for the benefit of creditors or
similar disposition of its assets or becomes the subject of any bankruptcy,
reorganization, liquidation, dissolution or similar proceeding. Such payments
shall be made under the same terms as progress payments to Towne West as
provided in subsection 2.B. In such circumstances. City shall make all
reasonable efforts to seek an assignment of the contract between Towne West
and Bryson to the City.
3. Bryson agrees to:
A. Construct the sewer lift station in accordance with its contract with Towne
West and seek payment directly from Towne West.
B. Exhaust every available remedy with respect to payment from Towne West
before seeking payment from the City. In the event Towne West ceases to
operate in the ordinary course, has an assignment for the benefit of creditors
or similar disposition of its assets or becomes the subject of any bankruptcy,
reorganization, liquidation dissolution or similar proceeding, Bryson shall
submit its requests for progress payments directly to the City along with
invoices and the City's standard Subcontractor Affidavit for Payment at the
time of each pay draw request and prior to final payment. In such an event, the
Page 2 of 3
City and Bryson shall agree on a closeout point for the project based on the
City's cost limitation provided in subsection 3.0 below.
C. Accept payments from the City for the City's portion of the cost share, either
directly from the City or through Towne West, in an amount not exceeding
$2,475,344.31.
IN AGREEMENT WITH ALL THE TERMS AND CONDITIONS ABOVE, WE
SIGN BELOW:
TOWNE WEST CAPITAL CITY OF FAY TTEVILLE,
PARTNERS I, LLC ARKANSAS
r �
By:
SE IS, Member LI NE7JAN, MayorDate: �� ' �� ' Date: 11/04
WITNESS: ATTEST:
By: By: ` Sv&vb0..
KARA PAXTON, City Clerk ; 6 ••`la
a:
�••,'y
JL BR
Date: /0,"ZZ "Z,�qzo
WITNESS:
Page 3 of 3
CITY OF
FAYETTEVILLE
ARKANSAS
Change Order No.
To Contractor: Towne West Capital Partners I, LLC
The Contract is changed as follows:
CHANGE ORDER
Contract Title:
Date of Issuance:
RuppleBroyles Regional Lift Station
Cost Share with Towne West
ORDINANCE/RESOLUTION: 71-20
Effective: February 18, 2020
October 30, 2020
Bid
Bid
Previous
Unit
Contract
Revised
Revised
Original
Revised
Item
Item
Estimated
of
Unit
Estimated
Unit
Estimated
Estimated
No.
Description
Quantity
Measure
Price
Quantity
Price
Cost
Cost
1
Reinforced Wetwell Concrete
300
CY
$ 925.00
0
$ -
$ 277,500.00
$ _
1A
Xypex Concrete Admixture
300
CY
$ 28.50
0
$ -
$ 8,550.00
$ _
3
Dewatering for Wetwell
1
LS
$ 75,000.00
0
$ -
$ 75,000.00
$
4
Pumps & Control Panel
2
EA
$ 140,000.00
0
$ -
$ 280,000.00
$ _
6
8" Gate Valve
2
EA
$ 5,000.00
0
$ -
$ 10,000.00
$ _
7
8" Air Release Valve
2
EA
$ 5,000.00
0
$ -
$ 10,000.00
$ _
8
8" Swing Check Valve
2
EA
$ 7,000.00
0
$ -
$ 14,000.00
$ _
9
Pump Chain Hoist & Frame
1
LS
$ 27,500.00
0
$ -
$ 27,500.00
$ _
10
Valve Vault Structure
1
EA
$ 18,000.00
0
$ -
$ 18,000.00
$ _
35
Remove & Dispose Ex.
Concrete Ca at WWTF
1
LS
$ 10,000.00
0
$ -
$ 10,000.00
$ _
36
10" Flow Meter at WWTF
(including SCADA connection)
1
EA
$ 15,000.00
0
$ -
$ 15,000.00
$ _
37
Connect to Existing WWTF
Influent Line
1
LS
$ 75,000.00
0
$ -
$ 75,000.00
$ -
40 IWWTF
Site Restoration
1
LS
$ 10,000.00
0
$ -
$ 10,000.00
$ _
11
Site Electrical
1
LS
$ 50,000.00
0
$ -
$ 50,000.00
$ _
13
Generator and Appurtenances
1
LS
$ 200,000.00
0
$ -
$ 200,000.00
$
38
39
Erosion Control
Mobilization
1
1
LS
LS
$ 15,000.00
$ 20,000.00
1
1
$ 7,500.00
$ 10,000.00
$ 15,000.00
$ 20,000.00
$ 7,500.00
$ 10,000.00
42
Two -Year Maintenance Bond
1
LS
$ 30,000.00
1
$ 15,000.00
$ 30,000.00
$ 15,000.00
34
5' Sidewalk
300
LF
$ 35.00
300
$ 17.50
$ 10,500.00
$ 5,250.00
Page 1 of 2
Bid
Bid
Previous
Unit
Contract
Revised
Revised
Original
Revised
Item
item
Estimated
of
Unit
Estimated
Unit
Estimated
Estimated
No.
Description
Quantity
Measure
Price
Quantity
Price
Cost
Cost
COLT
Lift Station & WWTP Connection
0
LS
$ -
1
$ 1,196,600.00
$ -
$ 1,196,600.00
2-3- Schedule 40 conduit and
C01.2
fittings (w/ pull strings city to
install fiber within conduit after
0
LF
$ -
1650
$ 35.00
$
$ 57,750.00
installation) — typical cover 24"
2-3" Schedule 40 conduit within
steel encasement (w/ pull strings
COl.3
city to install fiber within conduit
0
LF
$ -
50
$ 25.00
$
$ 1,250.00
after installation
CO1.4 IQuazite
Fiberjunction box
17"x30"x24" labor only
0
EA
$ _
10
$ 250.00
$ -
$ 2,500.00
Summation of Cost $ 1,156,050.00 $ 1,295,850.00
Net Cost for this Change Order $139,800.00
Not valid until signed by the Owner
The original Contract Price was $ 2,475,440.89
Net change by previously authorized change orders $ _
The Contract Price prior to this Change Order was $ 2,475,440.89
The Contract Price will [increase by] ] $ 139,800.00
The new Contract Price including this Change Order will be -------- $ 2,615,240.89
FiRalCompletion -----""------------------------------------------------------------------------------------------------------
------------------------------------------------------------------------------------------------------
NOTE: This summary does not reflect changes in the Contract Price or Time(s) which have been authorizeby Work Change Directives not incorporated in this or
previous Change Orders. /I
Towne W tal Part LC ;C1FAYETTEV E
11/04/20
13 DATE j- DATE
Page 2 of 2
Transmitted via electronic mail to cgrandersonCcDfayetteville-ar.gov
October 21, 2020
Corey W. Granderson, P.E.
Utilities Department
City of Fayetteville
2435 S. Industrial Drive
Fayetteville, AR 72701
Re: Change Order 1 Request
Rupple Road Regional Lift Station
Towne West
Mr. Granderson:
Please accept this letter as a formal change order request to modify the agreement between the
City of Fayetteville and Towne West Capital Partners I, LLC (the Developer) regarding the
Rupple Road Regional Lift Station.
As you know, City Council Resolution 71-20 approved a cost sharing agreement with us to
construct this facility in February 2020. At the time, ESI, the project engineer, estimated a total
cost of $2,119,245.45 to construct the lift station, force main, and connection at the West Side
Wastewater Treatment Facility. Since the estimate:
♦ plan modifications have been requested by the City of Fayetteville,
♦ the Developer has acquired additional geotechnical information, and
♦ a firm subcontractor bid have been received.
We understand this agreement is between the City of Fayetteville and Towne West Capital
Partners I, LLC, and the City does not want to engage with subcontractor negotiations. To
negate this concern, this change order request represents the net effect of all substantial
scope changes and price differences we have encountered to date.
The general contractor, Harris Company of Fort Smith, has worked with a proposed
subcontractor specialized in regional -scale lift station work, JL Bry-son, Inc. to construct the wet
well, electrical, and West Side Wastewater Treatment Facility connection. The impetus of this
change order is the division of scope between these two entities has created a situation where
the JL Bry-son, Inc. bid largely contains the items requesting changes herein (i.e., exceed the
prices estimated by ESI). Currently, the scope of work by price is 57% JL Bry-son, Inc., with the
remainder to be accomplished by the general contractor. The bid from JL Bry-son, Inc. is a lump
sum with a well-defined division of scope.
Given the large proportional value of the subcontractor agreement currently under
consideration, Towne West Capital Partners I, LLC is seeking this change order from you
Mr. Granderson
Rupple Rd Reg. LS
October 21, 2020
Page 2
to gain certainty the cost overruns currently anticipated will be accepted by the City prior
to entering a contract with JL Bry-son, Inc. Processing this change order will greatly assist
Towne West Capital Partners I, LLC by providing an assurance the City acknowledges the
project's scope has materially increased since February 2020, and is currently expected to
exceed the estimated price with a net impact as calculated herein.
Table 1. Lift Station and WWTF Connection
ESI Estimate (February 2020) _ $1,118,300.00
JL Bryson Bid $1,196,600.00
Difference $78,300.00 (increase)
New Items
In addition to the above increase resulting from scope changes to be addressed under JL Bry-
son's scope of work, we propose an addition to the contract of the following work. At your
request, conduit and junction boxes were added to the project's scope after ESI prepared their
estimate. Our subcontractor, Harris Company of Fort Smith, Inc., has provided the following
pricing for the installation of conduit and junction boxes along the force main route in
accordance with the City IT Department specifications you provided July 14.
Table 2. Proposed Items to Be Added by Change Order 1.
C01-1 2-Y Schedule 40 conduit and fittings
(w/ pull strings city to install fiber
within conduit after installation) —
typical cover 24"
C01-2 2-3° Schedule 40 conduit within steel
encasement (w/ pull strings city to
install fiber within conduit after
installation)
C01-3 Quazite Fiber junction box
(17"x30"x241 labor only
1650 LF $35.00 $57,750.00
50 LF $25.00
10 EA $250.00
$1,250.00
$2,500.00
The contractor has not been able to find a source for the junction boxes, so the bid includes the
labor only. If these materials could be provided by the City for installation, the net price impact is
adding $61,500. If this arrangement is not possible, we request further information from the City
regarding historical suppliers of these boxes to secure a quote, or approval to use an alternate
product, and we will provide updated, all-inclusive pricing.
Contract Time
The contract currently ends December 31, 2020. While blasting work has already taken place,
and we anticipate the project largely complete by this date, we would respectfully request an
extension of three months, making the new completion date March 31, 2021.
Mr. Granderson
Rupple Rd Reg. LS
October 21, 2020
Page 3
Conclusion
In summary, we are requesting a total change order with net price impact of $139,800
(increase). The change order will formally add scope to the project that has long been
informally included with the agreement of both parties, as well as providing us with the
assurances necessary to enter a contract with JL Bry-son, Inc.
We appreciate all your work to help make this project a success. We are happy to meet to
discuss further if necessary.
Very truly yours,
en Harris
Towne West Capital Partners I, LLC
cc: Brian Moore, Blake Murray, Brandon Rush (ESI)
Rupple Road Lift Station Agreement
Between
Towne West Partners I, LLC and JL Bryson, Inc.
Table of Contents
Tab 1: Agreement Between Towne West Partners I, LLC and JL Bryson, Inc. & drawing index
sheet.
Tab Z: Agreement Between Towne West Partners I, LLC and the City of Fayetteville
Tab 3: Amendment No 1. To Contract between Towne West Partners I, LLC. and the City of
Fayetteville.
Tab 4: JL Bryson Scope and Quote. Includes Addendum #1 (addendum summarizes changes to
scope). Axis Scope, ISI Scope, and Generator Scope.
This PDF document does not
have contents of tab 2 or 3.
AGREEMENT BETWEEN OWNER AND CONTRACTOR
FOR CONSTRUCTION CONTRACT (STIPULATED PRICE)
This Agreement is by and between Towne West Capital Partners I, LLC ("Owner") and 1L Bryson, Inc.
("Contractor").
Terms used in this Agreement have the meanings stated in the General Conditions and the
Supplementary Conditions.
Owner and Contractor hereby agree as follows:
ARTICLE 1—WORK
1.01 Contractor shall complete all Work as specified or indicated in the Contract Documents. The
Work is generally described as follows: Rupple Road Regional Lift Station and Tie-in at West
Side WWTP
ARTICLE 2—THE PROJECT
2.01 The Project, of which the Work under the Contract Documents is a part, is generally described as
follows: Rupple Road Regional Lift Station and Tie-in at West Side WWTP
ARTICLE 3—ENGINEER
3.01 The Owner has retained Services, Inc. ("Engineer") to act as Owner's
representative, assume all duties and responsibilities of Engineer, and have the rights and
authority assigned to Engineer in the Contract.
3.02 The part of the Project that pertains to the Work has been designed by Engineering Services,
Inc
ARTICLE 4—CONTRACT TIMES
4.01 Time is of the Essence
A. All time limits fer Mile-SAR-Res, if any, Substantial CempletieR, and eeMpletieR and FeadiRess
4.02 Contract Times: Dates N/A
A. N/A, and completed and Feady tof
N/A
4.03 Contract Times: Days N/A
A. N/A
N/A days afteF the date wheFi the GOHtFact Times eewmeHEe to Fbin.
EJCDC• C-520, Agreement between Owner and Contractor for Construction Contract (Stipulated Price).
Copyright 2018 National Society of Professional Engineers, American Council of Engineering Companies,
and American Society of Civil Engineers. All rights reserved.
Page 1 of 9
4.04 Milestones
4.05 Liquidated Damages:.,.
4.06 Special Damages: N
EJCDC• C-520, Agreement between Owner and Contractor for Construction Contract (Stipulated Price).
Copyright 2018 National Society of Professional Engineers, American Council of Engineering Companies,
and American Society of Civil Engineers. All rights reserved.
Page 2 of 9
GL'iiL����L�I►1i�7:Is��f L��
5.01 Owner shall pay Contractor for completion of the Work in accordance with the Contract
Documents, the amounts that follow, subject to adjustment under the Contract:
A. For all Work other than Unit Price Work, a lump sum of $1,196,600.00
One Million, One Hundred Ninety Six Thousand, Six Hundred Dollars.
All specific cash allowances are included in the above price in accordance with
Paragraph 13.02 of the General Conditions.
Unit Price Work
Item
No.
Description
Unit
Estimated
Quantity
Unit
Price
Extended
Price
S
S
S
$
5
5
5
5
S
S
Total of all Extended Prices for Unit Price Work (subject to final
adjustment based on actual quantities)
$
C. Total of Lump Sum Amount (subject to final Unit Price adjustment)
$1,196,600.00
EJCDC• C-S20, Agreement between Owner and Contractor for Construction Contract (Stipulated Price).
Copyright 2018 National Society of Professional Engineers, American Council of Engineering Companies,
and American Society of Civil Engineers. All rights reserved.
Page 3 of 9
D. For all Work, at the prices stated in Contractor's Bid, attached hereto as an exhibit. See
attached Contractors Scope and Quote.
ARTICLE 6—PAYMENT PROCEDURES
6.01 Submittal and Processing of Payments
A. Contractor shall submit Applications for Payment in accordance with Article 15 of the
General Conditions. Applications for Payment will be processed by Engineer and City of
Fayetteville, Arkansas, as provided in the General Conditions and Trilateral Agreement
between City of Fayetteville, Towne West Partners I LLLC , and J L Bryson Inc.
6.02 Progress Payments, • Retainage
A. Owner shall make progress payments on the basis of Contractor's Applications for Payment.
Invoices will be submitted to owner on or about the fifteenth of each month for work
completed and material stored onsite or at contractors shop. Payment will be made
within 48 hours of engineer's approval, and City of Fayetteville's concurrence. Payment
date shall not exceed 14 days from date of invoice. In the event Owner is unable to make
payments in a timely manner, Contractor retains the right to invoice the City of
Fayetteville directly as per the Trilateral Agreement that has been made a part of this
contract. Payments shall be made during performance of the Work as provided in
Paragraph 6.02.A.1 below, provided that such Applications for Payment have been
submitted in a timely manner and otherwise meet the requirements of the Contract. All
such payments will be measured by the Schedule of Values established as provided in the
Contractors Scope of Work and General Conditions (and in the case of Unit Price Work
based on the number of units completed) or, in the event there is no Schedule of Values, as
provided elsewhere in the Contract.
1. Prior to Substantial Completion, progress payments will be made in an amount equal to
the percentage indicated below but, in each case, less the aggregate of payments
previously made and less such amounts as Owner may withhold, including but not
limited to liquidated damages, in accordance with the Contract.
a. 95% percent of the value of the Work completed (with the balance being retainage).
1) If 50 percent or more of the Work has been completed, as determined by
Engineer, and if the character and progress of the Work have been satisfactory
to Owner and Engineer, then as long as the character and progress of the Work
remain satisfactory to Owner and Engineer, there will be no additional
retainage; and
b. 100% percent of cost of materials and equipment not incorporated in the Work
(with the balance being retainage). No retainage will be held on stored material
and /or equipment.
B. Upon Substantial Completion, Owner shall pay an amount sufficient to increase total
payments to Contractor to 100% percent of the Work completed, less such amounts set off
by Owner pursuant to Paragraph 15.01.E of the General Conditions, and less 100% percent
of Engineer's estimate of the value of Work to be completed or corrected as shown on the
punch list of items to be completed or corrected prior to final payment.
EJCDC° C-S20, Agreement between Owner and Contractor for Construction Contract (Stipulated Price).
Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies,
and American Society of Civil Engineers. All rights reserved.
Page 4 of 9
6.03 Final Payment
A. Upon final completion and acceptance of the Work, Owner shall pay the remainder of the
Contract Price in accordance with Paragraph 15.06 of the General Conditions.
6.04 Consent of Surety
6.05 Interest
A. All amounts not paid when due will bear interest at the rate of 10% percent per annum.
ARTICLE 7—CONTRACT DOCUMENTS
7.01 Contents
A. The Contract Documents consist of all of the following:
1. This Agreement.
2. Bonds:
a. Performance bond (together with power of attorney).
b. Payment bond (together with power of attorney).
3. General Conditions.
4. Supplementary Conditions. N/A
5. Specifications (not attached but incorporated by reference) provided by the City of
Fayetteville, Arkansas "Standard Specifications for Design and Construction of Water
Lines and Sewer Lines - 2017-Edition."
6. Drawings (not attached but incorporated by reference) consisting of [number] sheets
with each sheet bearing the following general title: [title on Drawings]. (all drawings
are listed on the attached sheet index)
7. Drawings listed on the attached sheet index.
8. Addenda (numbers 0 to 0, inclusive). No official addenda were issued. However,
numerous emails starting 6-22-2020 between Brandon Rush of Engineering Services,
Inc. and Lorin Bryan of JL Bryson, Inc. provided plans, details, direction, and
information that were critical to the formation of the bid and scope. Also, numerous
emails starting 6-22-2020 between Bransen Harris of Towne West Capital Partners 1,
LLC and Lorin Bryan of JL Bryson, Inc. provided details, direction, and information that
were critical to the formation of the bid and scope. (Emails are not attached but
incorporated by reference.)
9. Exhibits to this Agreement (enumerated as follows):
a. Contractors Quote and Scope of Work which includes electrical subcontractor's
scope and controls subcontractor's scope.
EJCDC° C-S20, Agreement between Owner and Contractor for Construction Contract (Stipulated Price).
Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies,
and American Society of Civil Engineers. All rights reserved.
Page 5 of 9
b. McClelland Consulting Engineers, Inc. Statement of Findings lob #20-3845 Labeled
Broyles Street Lift Station and dated 8-11-2020. This is the soil boring performed at
the center of the planned lift station (not attached but incorporated by reference).
c. Cost share agreement between Towne West and The City of Fayetteville. Resolution
:71-20
d. Amendment #1 to contractual agreement for cost share of regional sewer lift
station costs.
e. Axis Electric Scope # AXP070620 dated 7-7-20
f. 151 Scope #0720-06-0201REV1 Dated 7-7-20
g. Riggs Power Systems Scope #30780166 Dated 7-22-20
h. Plan view and cross sections of lift station excavation.
10. The following which may be delivered or issued on or after the Effective Date of the
Contract and are not attached hereto:
a. Notice to Proceed.
b. Work Change Directives.
c. Change Orders.
d. Field Orders.
e. Warranty Bond, if any.
B. The Contract Documents listed in Paragraph 7.01.A are attached to this Agreement (except
as expressly noted otherwise above).
C. There are no Contract Documents other than those listed above in this Article 7.
D. The Contract Documents may only be amended, modified, or supplemented as provided in
the Contract.
ARTICLE 8—REPRESENTATIONS, CERTIFICATIONS, AND STIPULATIONS
8.01 Contractor's Representations
A. In order to induce Owner to enter into this Contract, Contractor makes the following
representations:
1. Contractor has examined and carefully studied the Contract Documents, including
Addenda.
2.
A. Contractor has visited the Site, conducted a thorough visual examination of the Site
and adjacent areas, and become familiar with the general, local, and Site conditions that
may affect cost, progress, and performance of the Work.
B. Owner will provide sufficient access and working area for the construction of the
project and will include evidence showing the necessary easements that allow the
work to be completed. Final easements that include the lot that the lift station sits
on are not sizeable enough for construction work. Expanded easements or other
EICDC• C-520, Agreement between Owner and Contractor for Construction Contract (Stipulated Price).
Copyright* 2018 National Society of Professional Engineers, American Council of Engineering Companies,
and American Society of Civil Engineers. All rights reserved.
Page 6 of 9
forms of permission must be supplied by Towne West Capitol Partners I, I.I.C. to JL
Bryson, Inc. prior to starting construction of the Lift Station. It is understood that
permission by the City of Fayetteville has already been granted to perform work at
the West Side Waste Water Treatment Plant Tie-in.
C. Contractor has included in their quote, sufficient money for dewatering of
excavation, up to and including 1 -6" and 1- 4' dewatering pumps. Any additional
pumps needed to dewater the excavation will be addressed in a change order. If
dewatering becomes insurmountable, revision to the contract will be required.
3. Contractor is familiar with all Laws and Regulations that may affect cost, progress, and
performance of the Work. SWPPP is being taken care of by Towne West Capitol
Partners 1, I.I.C.
4.
A. Contractor has carefully studied the reports of explorations and tests of subsurface
conditions at or adjacent to the Site and the drawings of physical conditions relating to
existing surface or subsurface structures at the Site that have been identified in the
Supplementary Conditions, with respect to the Technical Data in such reports and
drawings.
B. All excavation, including blasting, rock removal, and construction of a sump hole
will be the responsibility of the Owner.
5. Contractor has carefully studied the reports and drawings relating to Hazardous
Environmental Conditions, if any, at or adjacent to the Site that have been identified in
the Supplementary Conditions, with respect to Technical Data in such reports and
drawings.
A. See Contractors Scope and Quote for details about the protective system required
by the depth and size of this excavation.
6. Contractor has considered the information known to Contractor itself; information
commonly known to contractors doing business in the locality of the Site; information
and observations obtained from visits to the Site; the Contract Documents; and the
Technical Data identified in the Supplementary Conditions or by definition, with respect
to the effect of such information, observations, and Technical Data on (a) the cost,
progress, and performance of the Work; (b) the means, methods, techniques,
sequences, and procedures of construction to be employed by Contractor; and
(c) Contractor's safety precautions and programs.
7. ,
,
f 9RtFaE4.•
8. Contractor is aware of the general nature of work to be performed by Owner and others
at the Site that relates to the Work as indicated in the Contract Documents.
9.
EJCDC• C-S20, Agreement between Owner and Contractor for Construction Contract (Stipulated Price).
Copyright° 2019 National Society of Professional Engineers, American Council of Engineering Companies,
and American Society of Civil Engineers. All rights reserved.
Page 7 of 9
10. The Contract Documents are generally sufficient to indicate and convey understanding
of all terms and conditions for performance and furnishing of the Work.
11. Contractor's entry into this Contract constitutes an incontrovertible representation by
Contractor that without exception all prices in the Agreement are premised upon
performing and furnishing the Work required by the Contract Documents.
8.02 Contractor's Certifications
A. Contractor certifies that it has not engaged in corrupt, fraudulent, collusive, or coercive
practices in competing for or in executing the Contract. For the purposes of this
Paragraph 8.02:
1. "corrupt practice" means the offering, giving, receiving, or soliciting of anything of value
likely to influence the action of a public official in the bidding process or in the Contract
execution;
2. "fraudulent practice" means an intentional misrepresentation of facts made (a) to
influence the bidding process or the execution of the Contract to the detriment of
Owner, (b) to establish Bid or Contract prices at artificial non-competitive levels, or (c)
to deprive Owner of the benefits of free and open competition;
3. "collusive practice" means a scheme or arrangement between two or more Bidders,
with or without the knowledge of Owner, a purpose of which is to establish Bid prices at
artificial, non-competitive levels; and
4. "coercive practice" means harming or threatening to hams, directly or indirectly,
persons or their property to influence their participation in the bidding process or affect
the execution of the Contract.
8.03 Standard General Conditions
A. Owner stipulates that if the General Conditions that are made a part of this Contract are
EJCDC• C-700, Standard General Conditions for the Construction Contract (2018), published
by the Engineers Joint Contract Documents Committee, and if Owner is the parry that has
furnished said General Conditions, then Owner has plainly shown all modifications to the
standard wording of such published document to the Contractor, through a process such as
highlighting or "track changes" (redline/strikeout), or in the Supplementary Conditions.
Article 9---Contingencies
9.01 Trilateral Agreement Inclusion
This contract is contingent on 1l Bryson Inc being included as contractor in a trilateral agreement
provided by the City of Fayetteville Arkansas which at a minimum includes the requirement for
signed lien releases by the contractor before the City reimburses the Owner for the included work.
The trilateral agreement shall also have provisions that the City can pay 1t. Bryson direct in the
event the Owner, for whatever reason, fails to pay any invoice for completed work or stored
material.
EJCDC• C-S20, Agreement between Owner and Contractor for Construction Contract (Stipulated Price).
Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies,
and American Society of Civil Engineers. All rights reserved.
Page 8 of 9
IN WITNESS WHEREOF, Owner and Contractor have signed this Agreement.
This Agreement will be effective on October 22, 2020 (which is the Effective Date of the Contract).
Owner: Contractor:
(typed or printed name of organization)
By:
(individual's signature)
Date:
(date signed)
Name:
(typed or printed)
Title:
(typed or printed)
Attest:
(individual's signature)
Title:
(typed or printed)
Address for giving notices:
Designated Representative:
Name:
(typed or printed)
Title:
(typed or printed)
Address:
Phone:
Email:
(If [Type of Entity] is a corporation, attach evidence of
authority to sign. if [Type of Entity] is a public body,
attach evidence of authority to sign and resolution or
other documents authorizing execution of this
Agreement.)
(typed or printed name of organization)
By:
(individual's signature)
Date:
(date signed)
Name:
(typed or printed)
Title:
(typed or printed)
(If [Type of Entity] is a corporation, a partnership, or a
joint venture, attach evidence of authority to sign.)
Attest:
(individual's signature)
Title:
(typed or printed)
Address forgiving notices:
Designated Representative:
Name:
(typed or printed)
Title:
(typed or printed)
Address:
Phone:
Email:
License No.:
State:
(where applicable)
EJCDC• C-S20, Agreement between Owner and Contractor for Construction Contract (Stipulated Price).
Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies,
and American Society of Civil Engineers. All rights reserved.
Page 9 of 9
Office: 479.439.9171
PO Box 1479
Huntsville, AR 72740
tL�
20121 E Hwy 412
[Y-!!Mn Inc.Springdale, AR 72764
Date: October 12, 2020
Drawing Sheet Index
These plan sheets were used to provide the Contractors Scope and Quote for the Rupple Road Regional Lift Station
1. Cover sheet labeled Rupple Road Regional Lift Station and dated 4-21-2020
2. Sheet 1 labeled Contour Map and dated 3-16-2020.
3. Sheet 2 labeled Existing Zoning Map and dated 3-16-2020.
4. Sheet 3 labeled Future Land Use Map and dated 3-16-2020.
5. Sheet 4 labeled Adjacent Property Owners Map and dated 4-13-2020.
6. Sheet 5 labeled Project Notes and dated 3-26-2020.
7. Sheet 6 labeled Lift Station Design Information and dated 5-21-2020.
8. Sheet 7 labeled Lift Station Layout and dated 4-21-2020.
9. Sheet 8 labeled Wetwell Plan & Section and dated 3-26-2020.
10. Sheet 9 labeled Wetwell Details and dated 3-26-2020.
11. Sheet 30 labeled Site Details and dated 3-26-2020.
12. (Sheet 11-14 are not part of this Sheet Index as they are for the gravity sewer line and force main portions of
the project which are not being done under this contract.)
13. Sheet 15 labeled Force Main Plan and Profile and dated 5-12-2020. (Sheet is used only to the extent it
provides details regarding the tie-in at the Westside WWTP.)
14. Sheet 16 labeled WWTF Connection Special Details and dated 4-21-2020.
15. Sheet 22 labeled Motor Control Center and dated 6-2-2020.
16. Sheet E-101 which shows Site Electrical Plan and dated 10-28-2019 with second and last revision dated 6-29-
2020.
17. Sheet E-001 which has misc. electrical details. Sheet is dated 10-28-19 with second and last revision dated 6-
29-20.
18. Sheet 1P1 labeled Westside Wastewater Treatment Plant Inlet Facilities Process Plan & Sections and dated 9-
30-03. (This sheet shows the existing layout of the piping we must tie-in to under this contract. We are not
installing anything shown on this drawing.)
Office: 479.439.9171
PO Box 1479
Huntsville, AR 72740
520121n Inc. E Hwy 412
!r_ Springdale, AR 72764
r _
Date: October 22, 2020 Quote #: 475
Bransen Harris
Contractors Scope and Quote INCLUDES ADDENDUM ##1
For Rupple Road Regional Lift Station & Westside Wastewater Treatment Plant
Tie-in As Designed By Engineering Services, Inc..
Lift Station Scope:
Excavation Safety, Blasting, Excavation, and Dewatering:
Excavation Safety:
Per OSHA, trenches greater than 20' deep require a protective system designed by a professional engineer. In
preparation of this scope and quote, JL Bryson, Inc. has had numerous conversations with a professional engineer
familiar with excavation and shoring design. After JL Bryson, Inc. has signed agreements with Towne West Capital
Partners I, LLC, JL Bryson, Inc. plans to hire this engineer to provide the shoring design. In our discussions with this
engineer, we are comfortable that the shoring for this hole will likely be minimal. We have provided this engineer with a
soil boring and he believes, based on the soil boring, that the most likely scenario for a protective system will be sloping
the dirt on the top 9' +/- (see attached soil bore log), providing a minimum 5' bench, and then the remaining depth,
which appears to be rock, can have a vertical face. This vertical face will likely have chain link fencing draped over the
sides to prevent loose rock from entering the work area. See attached profile drawing for the planned hole excavation.
This scope and quote include the protective system as described above. Since blasting of the hole is taking place prior to
the contract between Towne West Capital Partners I, LLC and JL Bryson, Inc., it is possible that modifications of the hole
would need to take place to satisfy the protective system design. See attached drawing that details the cross section of
the hole after excavation.
***It is to be completely understood that there is a chance that once the blasting and excavation takes place, a
problem could be uncovered that requires other protective systems to be installed. This will be determined by the
shoring engineer. At that point, a price will be supplied by JL Bryson, Inc. to Towne West for JL Bryson to provide the
shoring system. At no point will JL Bryson's employees, subcontractors, vendors, or any other persons be asked,
expected, or required to enter a hole that does not meet OSHA requirements. If additional shoring is needed beyond
what is expected and Towne West and JL Bryson, Inc. cannot come to an agreement as to how to proceed, the contract
will become null and void.***
Page 1 of 8 Rupple Road Regional Lift Station
Office: 479.439.9171
PO Box 1479
Huntsville, AR 72740
20121 E Hwy 412
tE6 ry son Inc. Springdale, AR 72764
If Blasting:
Towne West, LLC. Is providing the blasting and removal of all rock. This is not under JL Bryson's Scope. It is requested
that 1L Bryson help make sure that blasting happens in the correct area and provide minor input to help ensure that the
final hole will not need extensive shoring or other protective systems. Given that the foundation of the lift station is
28.5' wide X 28.5' long, the hole dimensions shall not be less than 32.5' wide X 32.5' long with room on all sides to work
and install the slab in the correct location. Care shall be taken that the "over blast" will not create a hole that is so deep
that the current rock anchor design will not work. Any rock that would encroach the valve vault or any other structure
shall be removed as well.
Excavation:
Towne West, LLC is providing the excavation. This is understood to mean that Towne West is responsible for the
following:
• After blasting, the dirt and rock will be removed from the hole.
• The dirt and rock will be separated during excavation as much as possible.
• The dirt and rock should be staged near the hole to facilitate backfill but in such a way as to not impede
the remainder of the work. Staging of the dirt shall be discussed prior to excavation.
• All rock and loose material shall be removed from the hole to match the design of the protective system
design engineer. It is expected that the hole profile and dimensions will be like the attached profile
drawing of the planned excavation.
• Valve Vault shall be excavated.
• JL Bryson, Inc. cannot start work until the hole is fully excavated and satisfies the requirements of the
protective system design.
Dewatering:
Water level is unknown. JL Bryson, Inc. will provide dewatering of the lift station hole during the construction of the lift
station to the extent of one 6" diesel powered trash pump and one 4" gas powered trash pump. If more pumping is
needed, then it will be priced out at that time.
Rock Anchors:
JL Bryson will provide and install 6 rock anchors as shown on the drawings. The final design of the rock anchors
is incomplete at the time of this quote. Our quote includes the size, quantity, and depth shown on the plans
with a few assumed appurtenances that are not shown. !!!!Over Blasting/Excavating could seriously affect
the design and installation of the rock anchors. This needs to be planned for before excavation is started!!!!
Page 2 of 8 Rupple Road Regional Lift Station
Office: 479.439.9171
PO Box 1479
Huntsville, AR 72740
ITC��ry-,%n inc. 20121 E Hwy 412
Springdale, AR 72764
T -
Lift Station and Valve Vault:
Concrete to be in accordance with City of Fayetteville's Class B concrete specification found in section 3600 of
the cities spec book. The admixture shown on sheet 8 of the plans is included for the lift station only. JL
Bryson to provide forms, rebar, water stop, concrete, labor, and equipment to pour the lift station and valve
vault structures. Other items provided and installed in lift station and valve vault included in this quote:
0 Piping and base ells for 3 pumps per plans
• 2 pumps per attached quote from ISI
• Guiderails and lifting chains
0 Chain hoist and frame
• 16" inlet piping
• Valves and air release valves
• Stainless steel vents
• 6 hatches
• Misc. hardware and anchors
• Link seal
• All electrical per plans. See attached electrical scope.
Piping to stop and start at walls of structures. No "buried piping" to be provided by JL Bryson with the
exception of the (3 qty) 6" lines and the pvc drain line between the valve vault and lift station. JL Bryson will
provide and install these lines. The 10" valves and piping outside of the valve vault are to be "by others".
Attached to this scope is the scope of Instrument and Supply, Inc. This quote is based on Instrument and
Supply's scope and their understanding of what is required. If their scope must be adjusted, it may result in
pricing changes.
Subgrade Prep and Backfill:
This quote includes 12" of compacted class 7 base under the lift station. Over blasting may change the depth
of the gravel. Quote includes 6" of compacted class 7 or other approved base under the valve vault,
generator pad, transformer pad, and fiberglass electrical building. The backfill around the lift station and
under the subgrade of the other structures is intended to be the excavated material from the lift station. No
haul in of any material is included. Large boulders can be removed but no other sifting or crushing of material
is planned. This quote includes a Geotech to review and approve this backfill method, but if they deem this
method unsuitable, we will price out their recommendations at that time. If, after backfilling, there is leftover
material, this will be disposed of by others. Haul off is not included in our quote.
Page 3 of 8 Rupple Road Regional Lift Station
Office: 479.439.9171
PO Box 1479
Huntsville, AR 72740
20121 E Hwy 412
Springdale, AR 72764
Transformer and Concrete Pad at Lift Station only:
JL Bryson to provide slab and electrical conduit and wire to and from transformer. Transformer is to be by
others. Conduit feeding transformer to be routed to just outside of fence for electric company to connect to.
Generator and Concrete Pad:
JL Bryson to provide concrete slab, electrical, and gas hook up. Gas meter for hook up is to be within 20' of
generator. Generator and transfer switch are to be provided by JL Bryson, provided the generator we included
is acceptable by the engineer and the City of Fayetteville. See attached generator scope.
Electrical Building:
This quote includes the slab, building, and items per Instrument and Supply's quote as well as Axis Electric's
quote which is attached. There are items shown on the electrical drawings that are to be by the City of
Fayetteville. It is our understanding at this time that this may change. At the time of this quote, the electrical
drawings are unapproved, and pricing is preliminary. Automatic Transfer Switch is to be provided by the City
of Fayetteville.
Final Grading and Concrete Driveway:
JL Bryson to bring subgrade up to bottom of generator, transformer, and electrical building slab. Gravel and
concrete and other final grading to be by others. This quote only includes using excavated onsite material for
subgrade. No haul in of material is included.
Fencing:
Not included.
Other Notes:
• No erosion control or SWPPP permitting or maintenance is included in this quote.
• This quote does not include any work outside of the lift station site.
• This quote does not include any piping outside of the lift station and valve vault except the piping
connecting the two structures.
• Scope is based on attached Sheet Index.
• Specifications used are found at this link: https://www.fayetteville-
ar.gov/DocumentCenter/View/14625/Standard-Specifications-for-Design-and-Construction-of-Water-Lines-and-
Sewer-Lines--- 2017-Edition?bidld=
Page 4 of 8 Rupple Road Regional Lift Station
Office: 479.439.9171
PO Box 1479
Huntsville, AR 72740
20121 E Hwy 412
Offh�kr SOn inc. Springdale, AR 72764
Y
• Performance and Payment Bond is included. Insurance is included.
• It appears that there are no existing underground utilities within the lift station fence. No allowances
have been figured for moving or working around existing utilities.
• Location of the work is to be as shown on the drawings prepared by Engineering Services, Inc.
Westside Wastewater Treatment Plant Tie-in Scope:
General Scope of Work:
There is a portion of the work that is described on sheets 15 and 16 of the plans provided by Engineering Services, Inc.
This is the tie-in of the force main at the Westside Wastewater Treatment Plant. The physical extents of the work are
from station 21+08.40 (plan sheet 15) at the metering station to the 36" pipe going into the headworks building of the
plant. The force main coming into the metering station is not part of this scope. Scope is based on attached Sheet Index.
Demolition:
As part of this scope, there is existing concrete at the metering station slab, concrete sidewalks above the metering
station, and a core through the metering station wall that must be removed and hauled offsite.
Excavation:
As part of this scope, the existing 36" line at the headworks must be located and exposed. A trench from end of the 36"
pipe must be dug back to the metering station wall. There will also be a small hole dug on the North side of the
metering station slab to install the pipe that the force main (by others) will tie into. Dirt from the excavations will be
used for backfilling of the trenches and holes. What dirt is not used will be hauled offsite. All disturbed grassy areas will
be seeded and mulched.
Installation of the Piping:
The new 36" x 10" tee, gate valve, 10" piping to the magmeter, the magmeter, the 10" pipe from the magmeter to and
including the 45 bend at station 21+08.40 is included in this scope. The tie-in of the new piping to the existing tee
requires that existing lift stations shut off flow to the plant. Not all the lift stations can be shut off and the ones that can,
can only be done so for a limited time. For this tie in to happen, coordination with the City of Fayetteville and Jacobs,
the plant operator, must happen. This tie-in must happen during a low flow situation.
Concrete:
All concrete demolished in the construction of this tie-in, will be poured back per plan and specification. Sidewalk
demolished will be poured back to the same dimensions as the sidewalk taken out. The pipe penetration through the
concrete wall will be grouted back in.
Page 5 of 8 Rupple Road Regional Lift Station
Office: 479.439.9171
PO Box 1479
Huntsville, AR 72740
20121 E Hwy 412
r n in . Springdale, AR 72764
Price
Terms and Conditions:
• Quotation is valid for 15 calendar days.
$1,226,600.00
• Market volatility may require raw material to be purchased as soon as feasibly possible; materials will be stored onsite. If
material prices increase before purchase order is received, JLB reserves the right to increase invoice as necessary to cover
increased cost of material.
• Buyer agrees to pay for stored material when billed. Buyer agrees to pay all invoices in full within 30 days of invoice. No
retainage shall be held. Buyer agrees to 1.5% monthly interest on any unpaid invoice after 30 days.
• JLB reserves the right to make cor�ections to this proposal if clerical or typographical errors are found.
Buyer hereby acc— iot
Signature:
Purchase order number:
Must have signature, purchas
Thank you,
Lorin Bryan
1L Bryson, Inc.
e, inclLhil- pri4g, exrjdns, qualifications, and terms stated within this quote.
Date: 11/04/20
number, and date before 1L Bry-son can start any construction or fabrication.
Page 6 of 8 Rupple Road Regional Lift Station
Office: 479.439.9171
PO Box1479
Huntsville, AR 72740
?TRE20121Y-� I E Hwy 412
!r` Springdale, AR 72764
T -
Date: October 22, 2020
Addendum to Scope of Work For Rupple Road Lift Station
Since the original scope of work has been written up, changes to the scope have been made This addendum will address
the changes instead of rewriting the scope.
Rock Anchors:
The rock anchors that were a part of the original scope are no longer being installed on the project per the below email
chain:
inw .e ira m wi rroY a Faa�eaie m er mn aWs � ire tli rn voowo.v.wwa ns� Lin,w Vr�e psLL.r i isr c B�ara� aYwni er: w.p a Q\edV rwrn eor< m\ vvo\v ppa�e \ao none a�nnron a er wpav m ti vaw faWir a
inr�rarr.rs�ears.r.\r.m.wn.�a,.:a c�,..er aeee..c..,ee..a.ro�mo,...R�.e.aeb...d.a•�e.ucw rn.+.w
9F~
br ure+rr. r\. b tan yea ui
rk rwrrt.i. _ _.r�a�cs^_•.r•
wrle rE w� u wn .n\..
lAn�ef b K iir r mot M arts �seww wes iMo. bn0\ m4
Bw1
na'Y Va \r•,�gyT•
LS fN1\Nw fww.�s f leiell: u
�R4M/Ms CM ai2!lirw.�S.eT"
fui�\T At �nae J \.a M?✓s
.. �4 wo�.e.rtr•......reas.n.wew.mwa,.Yr✓w.�...s...�.r..�+wwww...�....a...�w.\rw.
:fly /! YgFIl10w1 Kib Yl n Mpn RYT T h ft1�/W Ta+�
1M� I Fc - • i K Odee tK vcn I[Asf rr to faei, Oe✓+ee
This would result in a complete deduction of the rock anchors.-29,884.90
Shoring:
We originally had a $200,000.00 shoring budget in the event we had to install a complex shoring system. Since then we
have had discussions with and engineer that can likely provide a stamped design that will involve installing chain -link
fencing along the vertical face of the rock wall instead of the quoted shoring system originally planned for (see full
narrative under the excavation safety heading in the scope). Since we removed the $200,000.00 shoring budget, there is
no budget for the engineer or the chain -link fencing. I estimate this to cost $14,884.90.
Total deduction:-$15,000.00
Page 7 of 8 Rupple Road Regional Lift Station
Office: 479.439.9171
PO Box 1479
Huntsville, AR 72740
L�
c^ 20121 E Hwy 412 3-son im. Springdale, AR 72764
ry
Updated price with this deduction: $1,211,600
BOND
Per conversations with Bransen Harris on 10-21-20 and 10-22-20, A Bryson to no longer provide a performance and
payment bond. We will be required to provide a psymeflt bond. Deduct $15,000.00
M A=NTEN Mu-E
Update price with this deduction:
$1,196, 600.00
Page 8 of 8 Rupple Road Regional Lift Station
LL.0
AR CONTRACTORS LIC # 0219360519
OK CONTRACTORS LIC # 104396
PROPOSAL # AXP070620 DATE: 07-06-20
PRICE FOR THE ELECTRICAL ON: RUPPLE ROAD LIFT STATION
1. NECESSARY LABOR STRAIGHT TIME ONLY (NO PREVAILING WAGE)
2 PROVIDE AND INSTALL ELECTRICAL GEAR, 400A MCB SQUARE D I- LINE PANEL WITH 3-80A, 1-50A, AND 1-30A 3 POLE BREAKERS
3 PROVIDE AND INSTALL 30KVA 3 PHASE TRANSFORMER 480-120/208
4 PROVIDE AND INSTALL 100 AMP 120/208 PANELBOARD WITH BREAKERS PER PANEL SCHEDULE
5, ALL MISCELLANEOUS MATERIAL TO FACILITATE INSTALLATION
6 ELECTRICAL INSTALL OF 125KVA CAT RIGGS GENSET WITH 400A SERVICE RATED TRANSFER SWITCH, PROVIDED BY OTHERS
7. PROVIDE AND INSTALL 2 EACH 100 AMP N4X SS DISCONNECTS FOR PUMPS
8. N4X SS JUNCTION BOX AT PUMP STATION FOR POWER AND CONTROL CONNECTION ON PUMPS, EQUIPMENT STAND FOR BOX
9. CONDUIT AND WIRING FOR GENERATOR BATTERY CHARGER, BLOCK HEATER AND FIBER OPTIC LINK TO SCADA
10. RECEIVE AND INSTALL ISI PROVIDED SOFT START PANEL FOR PUMPS, POWER FROM HP1, COMMS FROM SCADA, CAT OR FIBER
1 I PROVIDE AND INSTALL I EACH SITE LIGHT POLE PER POWER COMPANY RECOMMENDATIONS
12 CONDUIT, I'TO VALVE VAULT FOR MANUFACTURER CABLE OR FUTURE WIRING
13. SECONDARY SERVICE WIRING IN ALUMINUM PER ONE LINE DIAGRAM ALL BRANCH CIRCUIT AND CONTROL WIRING IN COPPER
14 PRIMARY CONDUIT EXTENDED TO BEYOND STATION FENCE FOR CONNECTION TO UTILITY.
15. GROUNDING PER NEC AND PLANS SHEET E-001
16. SPD SURGE SUPPRESION FOR PANEL HPl
17. CONDUIT AND WIRING FOR LOOSE COMPONENTS IN PREFAB CONTROL BUILDING, LIGHTS, EXHAUST, HVAC
18. INSTALLATION OF LIGHTS BY OTHERS IN CONTROL BUILDING, INTERIOR AND EXTERIOR,
19 PROVIDE AND INSTALL RECEPTACLES (3) AND SWITCHES (2) IN CONTROL BUILDING
20 PROVIDE AND INSTALL FIBER OPTIC, 6 STRAND MM OM 162 51125, AND CONTROL BOX AT CONTROL BUILDING, PATCH TO SCADA
21 TRENCHING FOR ELECTRICAL ITEMS, RE -USE EXCAVATED MATERIALS FOR BACKFILL
22 PHENOLIC LABELS FOR ELECTRICAL EQUIPMENT
23 SUBMITTALS AND CLOSE OUT DOCUMENTS AS REQUIRED
24 SALES TAX INCLUDED
1 ANY TYPE OF CHANGE IN SCOPE OF WORK (IF IT'S NOT ON THE PLANS OR CALLED OUT IN THIS BID, IT IS NOT IN THE PRICE)
2 ANY OVERTIME OR HOLIDAY PAY (if work must be done on any major holidays prior notice of 2 weeks must be made and holiday labor
rates must be applied)
3 ANY CRANE FOR OFFLOADING OF EQUIPMENT
4 ANY PROPRIETARY OR SPECIAL ORDER WIRING FOR SENSORS OR METERS
5. ANY NETWORK SWITCHES, ROUTERS, OR WIRELESS ACCESS POINTS
6 ANY DIRECTIONAL BORING
7 ANY LIGHT POLE BASE OR GENERATOR PAD
8 ANY SELECT BACKFILL OR CONCRETE DUCT BANKS
9 ANY TELEMETRY, SCADA, OR ANTENNA COMPNENTS OR HARDWARE
10 ANY PAVING, CUTTING OR PATCHING OF CONCRETE OR ASPHALT
11 ANY POWER COMPANY FEES OR PERMITTING FEES
12. ANY DATA. PHONE OR CABLE UTILITY SERVICE TO STATION
11 ANY HEAT TRACING, HEATING OR COOLING EQUIPMENT.
12. ANY BONDING FOR PROJECT. IF PERFORMANCE AND PAYMENT BOND WILL BE REQUIRED, ADD 1.44%
This proposal 6 based on today's nwterW prices QUOTE EXPIRES IN IS DAYS
THANK YOU
PHILLIP RUKGABER
AXIS ELECTRIC, LLC
1020 S. SCHOOL AVE, FAYETTEVILLE, AR 72701
OFFICE: (479) 442-2947, MOBILE: (479) 409-6581. FAX: (479) 695-1324
orukenberw axis-electric.com
P.O. Box 1679, Hot Springs, AR 71902
141 Technic Circle (71901)
Phone. 501-262-3182 Fax: 501-162-4847
July 7, 2020
TO: JL Brvson. Inc.
RE: Fayetteville Rupple Rd Lift Station
ISI QUOTE#! 0720-06-0201rev1
SCOPE OF QUOTATION
INSTRUMENT & SUPPLY, INC. IS PLEASED TO OFFER THE FOLLOWING ITEMS:
THIS PROPOSAL IS GOVERNED BY AND SUBJECT TO ALL THE TERMS AND
CONDITIONS PER ATTACHED EXHIBIT "A".
Triplex 30HP Sewaee Lift Station
Scope of supply to include:
PUMP STATION COMPONENTS
• Two (2) Fairbanks 30HP 5433MV 3PH 480V 1800 RPM submersible pumps with 25' cords,
SS lifting chains and shackles, 4" base elbow, 2" guide rails, intermediate and upper guide
bracket. Rated for 1 147 GPM @ ' TDH.
• One (1) Fairbanks 4" base elbow with 2" guide rails, intermediate and upper guide bracket
for future pump.
• One (1) NEMA4XSS Duplex MCC-1 Soft start control panel with HOAs and pilot lights,
high level alarm light, alarm hom, complete SC2000 bubbler level control system, backup
floats, SCADA contacts, space for third soft start.
• Three (3) 36" x 48" Aluminum Pump Hatches with fall through safety grating.
• One (1) 24 " x 30 " Aluminum Access Hatch in the wetwell lid for level controls
• One (1) lot spare parts per pump.
• One (1) trip/day of Contractor installation guidance by a qualified ISI technician
• One (1) trip/day of startup by a qualified ISI technician
• One (1) trip/day of City training by a qualified ISI technician
• One (I ) lot freight jobsite.
VALVE VAULT COMPONENTS
• Two (2) 6" Val-matic 5806RN plug valves for isolation with 2" Nut Epoxy Coating.
• Two (2) 6" Val-matic 7806LS check valves with spring and lever, epoxy coating.
• Two (2) 2" Val-matic 48A sewage air relief valves with epoxy coating.
• Two (2) 36 " x 48 "Aluminum Hatches with fall through safety grating.
CONTROL BUILDING
One (1) FRP Building 8'x 10'x8' with:
• Single door 36" x 80" with panic hardware
• 120VAC 12" Louvered Motorized vent with FRP cover
• 120VAC I PH HVAC Unit
• Interior Vapor Tight LED Light Fixture
• Exterior LED Wall Pack Light Fixture
• Freight
Two year warranty on project, 5 year prorated warranty on pumps, per City specs.
Manhole lids, U-Vents, Generator, Transfer Switch, Main/Pump Disconnects, HP panel, TP2
Transformer, LP2 Panel, Grounding System, SPD-Surge Suppression, SCADA Panel, Fiber
Panel, Chemical Feed Panel, conduit, wire, receptacles, switches, fire extinguisher, and anything
else not specifically listed above is by the Contractor.
Any items not quoted above are by the Contractor, such as off-loading, storage, concrete,
antenna tower, hoist, vents, genset, transfer switch, etc. All piping, valves, pump guide system,
control panel, etc., are shipped loose to be installed by the contractor. All civil, electrical, and
mechanical installation is by the Contractor.
1AA-30 K
This proposal represents our best interpretation of plans, specifications, or design conditions. It
remains the purchaser's responsibility to verify quantities and compliances. Backcharges will not
be accepted unless we have been notified in writing prior to work being done.
Prices are F.O.B.: jobsite unless otherwise noted. Applicable sales taxes and installation costs
must be added to all quoted prices. Prices are good for 30 days from bid date. Payment terms are
Net/30 days. A penalty equal to the maximum allowable interest rate will be applied to overdue
accounts.
Thank you for the consideration.
Yours Truly.
&JI& 460doe
VP -Operations
EXHIBIT "A"
INSTRUMENT & SUPPL1 INC. - TERMS AND CONDITIONS OF SALE
ACCEPTANCE - This proposal is submitted to Purchaser subject to the terms and conditions hereinafter set
forth. There are no agreements or representations, verbal or otherwise, outside this proposal. Upon the
acceptance hereof by Purchaser of this proposal, whether verbal or written, this proposal shall become a binding
contract. In the event that purchaser submits its own purchase order in lieu of accepting this proposal in the
method described above, (a) none of the terms of such purchase order which differ from or are in addition to the
terms hereof, shall become a part of the contract and Seller specifically objects to such different or additional
terms. and (b) the submission by Purchaser and the Seller as an unequivocal acceptance to this proposal and the
terms. and a contract shall thereupon become effective.
SHIPPING DATE - The shipping date specified herein is approximate only. Seller recognizes the desirability
of making delivery promptly. However, Seller shall not be responsible for any loss or damage resulting from
any delay in delivery or failure to deliver the equipment (as used herein "equipment" refers to all equipment
materials. accessories and/or pans which Seller proposes to sell hereunder) where such delay or failure is
caused by fire, flood, natural causes, labor troubles (including strikes, slowdowns and lockouts), war,
Government regulations, riots, civil disorders, interruption of or delay in transportation, power failure, inability
to obtain materials and supplies, accidents, acts of God, or any other cause beyond Seller's control.
2. PACKING - Prices include packing for domestic truck shipments only.
SHIPMENTS - All prices are F.O.B. factory except where it is specifically stated that they are freight allowed.
Where freight is allowed. the prices are F.O.B. point of shipment with freight prepaid (allowed) to nearest
freight station in the United States (except Alaska, Hawaii, Canal Zone and Insular Possessions). The point of
origin of shipment, the method of transportation and the routing of shipments are optional with seller. No
allowance is made for transportation if Purchaser accepts delivery at factory or warehouse. If the Purchaser
specifies on order "shipment collect", it should be clearly understood that there will be no credit allowance
made for freight.
At the Purchaser's request, shipment may be made by air, railroad express, rail and/or water freight, in lieu of
truck. In such case, any additional expense incurred will be billed to the Purchaser. If shipment is accepted by
the Purchaser at one destination and re -forwarded to him, the re -forwarding is at the Purchaser's expense.
PRICES - Unless otherwise specified by Seller, prices set forth herein are firm, provided within thirty (3) days
after the date hereof, this proposal becomes a binding contract as hereinabove provided, and provided further
that Purchaser furnishes Seller with all necessary drawings duly approved by the Purchaser within thirty (30)
days after submission of drawings to the Purchaser by Seller. Where shipment is requested by Purchaser
beyond the normal shipment schedule, or in the event that shipment is deferred at the request of the Purchaser or
by reason of Government action, Purchaser agrees to pay at Seller's option a delayed delivery storage fee at the
rate of 2% of the equipment price per month beyond the normal shipping date.
5. TAXES - Prices specified herein do not include any federal, state or municipal sales, use, excise or other taxes.
Therefore, in addition to the prices specified herein, the amount of any such sales, use, excise or other taxes
applicable to the sale of the equipment shall be paid by Purchaser or in lieu thereof Purchaser shall furnish
Seller with tax exception certificates acceptable to said taxing authorities.
6. PAYMENTS - Terms of payment are NET 30 DAYS from invoice date unless otherwise stated. All past due
amounts are subject to a service charge at the maximum legal rate allowed by the State of Arkansas. If
Purchaser's financial condition does not justify continuance of production or shipment on the terms of payment
EXHIBIT "A" -PAGE 2
INSTRUMENT & SUPPLY, INC. - TERMS AND CONDITIONS OF SALE
7. PAYMENTS CONTINUED - specified herein, Purchaser will, upon request by Seller, furnish further
assurance of ability to make payments. Seller may also refuse to make shipment except upon payment of cash
fully or partially in advance. Prorate payments shall become due and payable as partial shipments are made
hereunder. In the event delay in making any partial shipment is caused by Purchaser, payment for such
shipment shall be due on the date Seller notifies Purchaser that Seller is prepared to make such shipment.
Purchaser shall be responsible for the payment of all costs and expenses of collection of all payments due seller,
including reasonable attorney's fees, whether or not a lawsuit is actually filed. In the event it should become
necessary to file legal action for collection or interpretation of the terms of this agreement, Purchaser and Seller
hereby agree that the jurisdiction and venue of any such action are proper in the courts of Garland County, State
of Arkansas.
8. TITLE - The title to equipment specified herein, and to any and all additions and accessories thereto and
substitutions therefore, shall remain with seller until the purchase price thereof is paid in full.
9. CANCELLATION - When this proposal becomes a binding contract as hereinabove provided, the Purchaser
may cancel the same at any time prior to shipment, but only upon payments to seller of reasonable cancellation
charges, which shall include expenses already incurred, the cost to seller of canceling it and Seller's anticipated
profit.
10. WARRANTY - The original manufacturer warranty will apply on all new equipment and parts purchased from
Seller. New equipment manufactured by Seller is warranty to be free from defects in material and workmanship
under normal use and service for a period of one (1) year from the date of shipment; seller's obligation under
this warranty being limited to repairing or replacing at its option any part found to its satisfaction to be so
defective provided that such part is, upon request, returned to Seller's factory from which it was shipped,
transportation prepaid. This warranty does not cover parts damaged by decomposition from chemical action or
wear caused by abrasive materials, nor does it cover damage resulting from misuse, accident, neglect, or from
improper operation, maintenance, installation, modification or adjustment. This warranty does not cover parts
repaired outside seller's factory without prior written approval. Seller makes no warranty as to starting
equipment, electrical apparatus or other material not of its manufacture, since the same are usually covered by
warranties of the respective manufacturers thereof.
In the event, notwithstanding the terms of this agreement, it is determined by a court of competent jurisdiction
that an express warranty has been given by Seller to Purchaser with respect to performance characteristics of
said equipment, Seller's liability for breach of the same shall be limited to accepting return of such equipment
F.O.B. plant of manufacture, refunding any amount paid thereon by Purchaser (less depreciation at the rate of
I S% per year if Purchaser has used equipment for more than thirty (30) days) and canceling any balance still
owing on equipment.
11. COMPLIANCE WITH LAWS - Purchaser shall be solely responsible for securing any necessary permits
under and for compliance with all safety, health and sanitation laws, ordinances and regulations in connection
with the installation and operation of the equipment. Purchaser agrees to provide Seller, upon request, with
evidence of the securing of any such permits and of compliance with any such laws, ordinances and
regulations, ahhough Seller may rely exclusively on Purchaser's representations, hereby made, that it shall
secure permits and comply with such laws, ordinances and regulations.
12. INDEMNIFICATION - It is understood that Seller has relied upon data furnished by and on behalf of
Purchaser with respect to the safety aspects of the equipment, and that is Purchaser's responsibility to assure
that the equipment will, when installed and put in use, be in compliance with safety requirements fixed by law
and otherwise legally adequate to safeguard against injuries or damage to person or property. Purchaser hereby
agrees to defend, indemnify and hold harmless Seller, its agents and employees against any and all losses, costs,
EXHIBIT "A" - PAGE 3
INSTRUMENT & SUPPLY, INC. - TERMS AND CONDITIONS OF SALE
damages claims. liabilities or expenses. including but not limited to reasonable attorney's fees, arising out of or
resulting from any injury or damage to any person or property caused by the inadequacy of safety features.
devices or characteristics in the equipment or in the installation. use or operation of the same, except claims for
repair or replacement of defective parts as provided in Paragraph 10 hereof.
1 RISK OF LOSS -The risk of loss of or damage to the equipment is on Purchaser from and after delivery to
Purchaser or to carrier from shipment to Purchaser.
14. DISCLAIMER OF CONSEQUENTIAL DAMAGES, LIQUIDATED DAMAGES OR PENALTIES - SELLER
SHALL NOT BE LIABLE FOR CONSEQUENTIAL DAMAGES, LIQUIDATED DAMAGES OR
PENALTIES WHETHER OR NOT CAUSED BY SELLER'S NEGLIGENCE. "CONSEQUENTIAL
DAMAGES' FOR THE PURPOSE OF THIS AGREEMENT SHALL INCLUDE, BUT NOT BE LIMITED
TO, LOSS OF USE, INCOME OR PROFIT. OR LOSS OR DAMAGE TO PROPERTY (INCLUDING, BUT
WITHOUT LIMITATION, PRODUCTS MANUFACTURED, PROCESSED OR TRANSPORTED BY THE
USE OF THE EQUIPMENT) OCCASIONED BY OR ARISING OUT OF THE OPERATION, USE,
INSTALLATION, REPAIR OR REPLACEMENT OF THE EQUIPMENT OR OTHERWISE.
15. GENERAL -
(a) No modification hereof shall be binding upon Seller unless such modification is in writing signed by a duly
authorized representative of Seller.
(b) If any part hereof is contrary to, prohibited by, or deemed invalid under applicable laws or regulations, such
provision shall be inapplicable and deemed omitted to the extent so contrary, prohibited or invalid, but the
remainder hereof shall not be invalidated thereby and shall be given effect so far as possible.
(c) The waiver of the breach of any obligation to be performed by either party hereunder shall not constitute a
waiver of any other like or difference breach.
(d) The entire understanding between the parties hereto is as set forth herein and any promises, representations.
warranties or guarantees not herein contained shall have no force and effect unless in writing, signed by Seller
and Purchaser.
Accepted by: _
Company Name:.
Date:
Purchase Order #
Riggs
Riggs Power Systems
Date: July 22, 2020 Quote Number: 30780166
To: Lorin Bryan, JLBryson
From: Tim Tennant Phone: 479-755-7215
Mailing Address:
P 0 Box 1399
Little Rock, AR 72203-1399
Reference: Rupple Road LS- 125KW Generator & 400A Automatic
Transfer Switch
Riggs Power Systems is pleased to provide this offer based on our interpretation of the project
plans and specs. Acceptance of this offer is solely conditioned on the terms of this offer. This
offer is valid for 30 days Our proposed Scope of Supply includes:
1-Caterpillar DG125 — 125kW Stand-Bv Power Ratin
Power Setting
125 kW
Voltage
480 Volt, 3 Phase, 60 HZ
Engine
8.8L, V8, 4-Cycle
Natural Gas Fueled, 180ORPM Engine
Oil Temp Gauge & Sender
Air Filters with Restriction Indication
Gas Pressure Sensor
Engine Governing
Isochronous Electronic
Cooling System
Radiator, 120OF Ambient Rating
Air -to -Air After Cooled
Low Coolant Level Shutdown
Coolant Reservoir
Engine Jacket Water Heater
Control Panel
Caterpillar EMCP4.2 Control Panel
Engine Gauges and Alternator Meters
Panel Lights
Isolated Mounting on Generator
LED Microprocessor
Panel Mounted Audible Alarm
Charging System
Engine Driven Battery Charging Alternator
12 VDC, 20 Amp Battery Charger
Fuel Supply System
Natural Gas Fueled
Little Rock
Jonesboro
Springdale
Harrison
9125 1-30
37C 1 E parker Rd
411 , vvagon wrleel
3"0 Hwy 65 S
1501) 570-3100
(870) 932 5473
479) 756 K80
(870; 743Q000
1600) 876-1021
(SM 467.4055
(866) 7432536
El Dorado
Texarkana
Ft. Smith
Russellville
2100 Jv Mllsbom
3201 East Broad
6601 S Zero
�911 S Arkansas
881.0800
(8701 773-5621
(501) 649-9502
(479)968-3304
ZM
71 912-0800
(800) 467-4008
(800) 467 4006
(800) 327.3304
Riggs Power Solutions
Caterpillar Electric Power Systems
11 to 14 In. H2O
Generator
480 Volts, 30
Automatic Voltage Regulator
130C Temp Rise Over 40C Ambient
UL2200 Listed, NFPA110 Compliant
Anti -condensation heater
Permanent Magnet Excitation
Starting System
12 VDC Electric Cranking Motor
Heavy Duty 12 VDC Battery Bank
Battery Racks and Cables
Engine Jacket Water Heater
Enclosure
Sound Attenuated Enclosure - White
Critical Grade Exhaust Silencer
Main Line Breaker
400 Amp Standard Single Circuit Breaker
100% Rated, Thermal Magnetic
Mounting System
Generator Skid Base
Vibration Isolators
Accessory Items
Operation and Maintenance Manuals
2 Year Standard Warranty
RS -485 Harness
Factory Testing at 0.8 Power Factor
ASCO 300 Series - 400 Amp Delayed Transition Automatic Transfer Switch
Rating
400 Amp
Voltage
480/277, 3 Phase
Contacts
3 Switched Poles, Solid Ground Bar
Certifications
CSA & UL 1008 Listed, NFPA-110 Compliant
Controls
Electronic Control
Voltage and Frequency Sensing
Auto-start/stop Functions
Programmable Time Delays
In -phase Monitoring
Three Phase Sensing — Normal & Emergency
Deluxe Programmable Exerciser
Event Log - 300 Events
Common Alarm Output
Enclosure
NEMA 3R, Outdoor
Accessory Items
Operation and Maintenance Manuals
Load Current Metering Card
Connectivity Module — Remote Monitoring & Contro
Packages Include:
1- Caterpillar DG125-2 Generator Package
1- ASCO 40OA 480V ATS as described above,
FOB Fayetteville, AR,
Start Up & Customer Orientation,
Unloading & Installation by Contractor
Riggs Tractor Co npany PROPRIETARY 2C, 7 Page 2 of 3
Riggs Power Solutions
Caterpillar Electric Power Systems
Commercial Terms
1. The seller reserves the right to accept or reject this order and
shall not be required to give any reason for non -acceptance.
2. This order when accepted by seller shall become a binding
contract but shall be subject to strikes. lockouts, accidents, fire,
delays in manufacture or transportation, acts of God,
embargoes, or Governmental action or any other causes
beyond the control of the seller whether the same as, or
different from the matters and things hereinbefore specifically
enumerated, and any of said causes shall absolutely absolve
the seller from any liability to the purchaser under the terms
hereof.
3. Except where title is transferred and the seller takes back a
contract, title to and right of possession of said machines shall
remain vested in the seller until all indebtedness and all suns
due or to become due from the purchaser, whether evidenced
by note, book account, judgment, or otherwise, shall have
been fully paid, at which time ownership shall pass to the
purchaser.
4. The seller's responsibility for shipments ceases upon
delivery to Transportation Company, and any claims for
shortages, delays or damages occurring thereafter shall be
made by the purchaser direct to the transportation company.
5. The purchaser agrees that this order shall not be
countermanded by him, and that when it is accepted (and until
the execution and delivery of the contract or contracts and note
or notes required to consummate the sale as above specked)
it will cover all agreements between the parties relative to this
transaction, and that the seller is not bound by any
representations or terms made by any agent relative to this
transaction which are not embodied herein.
6. When the machines necessary to fill this order are available,
the buyer agrees on demand to execute and deliver to the
seller such notes and contracts as may be required by the
seller to evidence the transaction. In the event that the buyer
fails to execute and deliver said notes and contracts to the
seller, the entire balance of the purchase price shall at the
seller's option become immediately due and payable.
7. The seller shall not be held liable or responsible for any
damages, whether on account of personal injuries or otherwise
suffered or sustained in the operation of said machine. nor for
any damages resulting to the purchaser by reason of any
delays or any alleged failure of said machine to operate, nor
for any implied warranties Any used or second-hand
equipment included in this order is sold without any warranty
whatsoever, express or implied (except that the seller warrants
title), unless said warranty is set forth in full in the section on
page 1 of this document entitled
WARRANTY ON EQUIPMENT EXTENDED BY SELLER.
USED EQUIPMENT and is initialed by both of the parties
hereto
8. The liability of said seller insofar as new Caterpillar Products
(to include Machines, engines, Attachments and Parts
manufactured by Caterpillar Tractor Co ), are concerned, shall
be limited to the warranty which the buyer accepts in lieu of
any and all warranties by the seller whether express or implied
as set forth on Caterpillar Warranty Forms.
9. The liability of the seller insofar as all other new products
(other than Caterpillar products), machines, engines,
attachments and parts are concerned, shall be limited to the
Manufacturer's warranty thereof, if any, and which the buyer
accepts in lieu of any and all warranties by the seller, whether
express or implied.
10. To the extent this equipment is equipped with a telematics
system, such as Product Link, I understand data concerning
this machine, its condition, and its operations is being
transmitted by Product Link to Caterpillar and/or its dealers to
better serve me and to improve upon Caterpillar products and
services. The information transmitted may include: machine
model, serial number, location, and operational data, including
but not limited to. fault codes, diagnostic data, emissions data,
fuel usage, service meter hours, software and hardware
version numbers, and installed attachments. Caterpillar
recognizes and respects customer privacy and will exercise
reasonable efforts 10 keep the information secure. I agree to
allow this data to be accessed by Caterpillar and/or its dealers
11. Seller will not be responsible for any liquidated damages
as a result of any aspect of the project that could be delayed.
12. Installation, wiring. conduit, fuel, foundations, and other
materials and services not expressly defined in this offer are
not included in this offer
13. Start -Up is to be completed under normal operating hours
and standard conditions. When any situation arises that
requires other than normal conditions, additional fees may
apply
14. Offer includes freight that is f o.b to the "Ship to Address'
only Unloading or handling fees are not included.
15. Product availability dates are subject to change without
notice
16. Payment terms: Equipment will be invoice for 100% of the
purchase price upon delivery. 90% payment will be due within 30
days of the invoice date, The remaining 10% will be due 30 days
from start-up
Customer Initials
I am very grateful for the opportunity to serve you If you have any questions or need additional information please do
not hesitate to call.
Sincerely,
Tim Tennant
Riggs Power Systems Territory Manager
Ri99s Tr2a« Company PROPRIETARY 2017 Page 3 of 3
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113 West Mountain Street
Fayetteville, AR 72701
(479) 575-8323
Resolution: 71-20
File Number: 2020-0083
TOWNE WEST CAPITAL PARTNERS I, LLC:
A RESOLUTION TO APPROVE A COST SHARE AGREEMENT WITH TOWNE WEST CAPITAL
PARTNERS I, LLC FOR THE CONSTRUCTION OF A REGIONAL SEWER LIFT STATION,
SEWER FORCE MAIN AND UPSIZED SEWER MAINS FOR THE DEVELOPMENT OF TOWNE
WEST SUBDIVISION WITH AN AMOUNT NOT TO EXCEED $2,475,440.89 TO BE PAID BY THE
CITY OF FAYETTEVILLE, AND TO APPROVE A PROJECT CONTINGENCY IN THE AMOUNT OF
$247,544.09
WHEREAS, Towne West Capital Partners I, LLC is developing the 30-acre Towne West Subdivision
which will require the installation a sewer lift station in order to move wastewater towards the existing
City sewer system; and
WHEREAS, the design and sizing of this system will create a regional solution for the larger 415-acre
basin and avoid the need to build multiple smaller lift stations throughout the basin; and
WHEREAS, § 51.113 of the Fayetteville City Code provides that "the City shall pay the excess material
cost of facilities of a size larger than required to service subdivisions when such excess size is specified
and required by the water and wastewater director for the general benefit of the sewerage system."
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
FAYETTEVILLE, ARKANSAS:
Section 1: That the City Council of the City of Fayetteville, Arkansas hereby authorizes Mayor Jordan
to sign a cost share agreement with Towne West Capital Partners 1, LLC for the construction of a
Page 1 Printed on 2119120
File Number: 2020-0083
Resolution 71-20
regional sewer lift station, sewer force main and upsized sewer mains with an amount not to exceed
$2,475,440.89 to be paid by the City of Fayetteville, and further approves a project contingency in the
amount of $247,544.09.
PASSED and APPROVED on 2/18/2020
Pei
Attest:
K
Kara Paxton, City Clerk Treasur�.
CHANGE ORDER NO.4
TOWNE WEST CAPITAL PARTNERS
City of Fayetteville Staff Review Form
2021-0986
Legistar File ID
N/A
City Council Meeting Date - Agenda Item Only
N/A for Non -Agenda Item
Tim Nyander 12/3/2021 WATER SEWER (720)
Submitted By Submitted Date Division / Department
Action Recommendation:
Staff recommends approval of Change Order No. 4 to the contract with Towne West Capital Partners I, LLC & JL
Bryson, Inc. which will increase the contract amount by $2,128.98.
5400.720.5700-5815.00
Account Number
04039.1
Project Number
Budgeted Item? Yes
Budget Impact:
Water and Sewer
Fund
Water/Sewer Impact Fee Cost Sharing
Current Budget
Funds Obligated
Current Balance
Does item have a cost? Yes Item Cost
Budget Adjustment Attached? No Budget Adjustment
Project Title
3,200,474.00
2, 598, 591.88
601,882.12
2,128.98
Remaining Budget _ 599,753.14
V20210527
Purchase Order Number: 2020-282 Previous Ordinance or Resolution # 71-20
Change Order Number: 4 Approval Date: 12/06/21
Original Contract Number: 2020-20
Comments:
CITY OF
FAYETTEVILLE
ARKANSAS
TO: Mayor Lioneld Jordan
THRU: Susan Norton, Chief of Staff
Tim Nyander, Utilities Director
FROM: Corey Granderson, Utilities Engineer
DATE: December 1, 2021
STAFF MEMO
SUBJECT: Approval of Change Order No. 4 to the Cost Share Agreement with Towne West
Capital Partners I, LLC & JL Bryson, Inc.
RECOMMENDATION:
Staff recommends approval of Change Order No. 4 to the contract with Towne West Capital
Partners I, LLC & JL Bryson, Inc. which will increase the contract amount by $2,128.98.
BACKGROUND:
In February 2020, the City Council approved a Cost Share Agreement with Towne West Capital
Partners I, LLC for the construction of a regional sanitary sewer lift station in the vicinity of
Rupple Road and Broyles Road, with associated gravity and force main sanitary sewers
(Resolution 71-20). Amendment No. 1 to this agreement added a trilateral partner for use as a
specialty subcontractor, namely JL Bryson, Inc.
DISCUSSION:
The original project design estimated 1,000 cubic yards of rock removal, however, much more
rock was encountered during construction, namely 1,763 cubic yards. This additional cost,
however, is offset by the removal of several sections of gravity sewer lines that were originally
planned to be deeper but were able to be redesigned at shallower depths. Several other minor
quantities are adjusted by this change order to reconcile actual constructed quantities (Concrete
paving, gravel paving, Bored encasement). An adjustment to sewer Interceptor #1 has been
made to account for increases in material costs and installation of epoxy lining systems. Finally,
a reduction for an unnecessary performance bond was made to the quantities schedule. The net
impact of these changes is reflected in the cost increase of $2,128.98. which is well within the
remaining project contingency funds of $103,069.82.
BUDGET/STAFF IMPACT:
Funds are available within the remaining project contingency for this $2,128.98 increase.
Attachments:
Change Order No. 4
Mailing Address:
113 W. Mountain Street www.fayetteville-ar.gov
Fayetteville, AR 72701
CITY OF
FAYETTEVILLE
ARKANSAS
Change Order No.
To Contractor: Towne West Capital Partners 1, LLC
The Contract is changed as follows:
CHANGE ORDER
Contract Title: Rupple/Broyles Regional Lift Station
Cost Share with Towne West
Date of Issuance: December 1, 2021
ORDINANCE/RESOLUTION: 71-20
Effective: February 18, 2020
Bid
Bid
Previous
Unit
Cost
Contract
Revised
Revised
Original
Revised
Item
Item
Estimated
of
Unit
Share
Unit
Estimated
Unit
Estimated
Estimated
No.
Description
Quantity
Measure
Price
Percentage
Price
QuantitN
Price
Cost
Cost
1.1
Intereceptor I
I
LS
$ 76,800.00
100%
$ 76,800.00
1
$ 96,800.00
$ 76,800.00
$ 96,800.00
1.2
Intereceptor 2
1
LS
$ 92,575.00
100%
$ 92,575.00
1
$ 92,575.00
$ 92,575.00
$ 92,575.00
1.3
11ntereceptor 3
1
LS
1 $ 79,200.00
100%
$ 79,200.00
0
$ 79,200.00
$ 79,200.00
$ -
1.4
Lateral
1
LS
$ 2,700.00
100%
$ 2,700.00
1
$ ?.700.00
$ 2,700.00
$ 2,700.00
1.5
Lateral
1
LS
$ 1,575.00
100%
$ 1,575.00
1
$ 1,575.00
$ 1,575.00
$ 1,575.00
1.6
Lateral
1
LS
$ 16,420.00
100%
$ 16,420.00
1
$ 16,420.00
$ 16,420.00
$ 16,420.00
1.7
Lateral11
1
LS
$ 11,750.00
100%
$ 11,750.00
1
$ 11,750.00
$ 11,750.00
$ 11,750.00
1.8
Lateral 12
1
LS
$ 17,125.00
100%
$ 17,125.00
1
$ 17,125.00
$ 17,125.00
$ 17,125.00
1.9
Lateral14
1
LS
$ 87,725.00
100%
$ 87,725.00
1
$ 87,725.00
$ 87,725.00
$ 87,725.00
1.1
Lateral 15
1
LS
$ 8,150.00
100%
$ 8,150.00
1
$ 8,150.00
$ 8,150.00
$ 8,150.00
1.11
Lateral 18
1
I.S
$ 29,105.00
100%
$ 29,105.00
0
$ 29,105.00
$ 29,105.00
$ -
1.12
Lateral19
1
I.S
$ 690.00
100%
$ 690.00
0
$ 690.00
$ 690.00
$ -
1.13
Lateral20
1
I.S
$ 26,895.00
100%
$ 26,895.00
0
$ 26,895.00
$ 26,895.00
$ -
1.14
Lateral22
1
LS
$ 450.00
100%
$ 450.00
0
$ 450.00
$ 450.00
$ -
1.15
Lateral25
1
LS
$ 5,825.00
100%
$ 5,825.00
1
$ 5,825.00
$ 5,825.00
$ 5,825.00
1.16
Lateral 26
1
LS
$ 1,075.00
100%
$ 1,075.00
1
$ 1,075.00
$ 1,075 00
$ 1,075.00
1
Reinforced Wetwell Concrete
0
Cy
$ 925.00
85%
$ 786.20
0
$ 786.20
$ -
$ -
IA
Xypex Concrete Admixture
0
Cy
$ 28.50
85%
$ 24.22
0
$ 24.22
$ -
$ -
2
Standard Excavation for Wetwell
not including rock
I
LS
$ 92,500.00
85%
$ 78,619.51
1
$ 78,619.51
$ 78,619.51
$ 78,619.51
3
Dewatering for Wetwell
0
LS
$ 75,000.00
85%
$ 63,745.55
0
$ 63,745.55
$ -
$ -
4
Pumps & Control Pancl
0
EA
$ 140,000.00
85%
$ 118,991.70
0
$ 118,991.70
$ -
$ -
5
10" Gate Valve
2
EA
$ 4,000.00
85%
$ 3,399.76
2
$ 3,399.76
$ 6,799.53
$ 6,799.53
b
8" Gate Valve
0
EA
$ 5,000.00
85%
$ 4,249.70
0
$ 4,249.70
$ -
$ -
7
8" Air Release Valve
0
EA
$ 5,000.00
85%
$ 4,249.70
0
$ 4,249.70
$
$ -
8
8" Swing Check Valve
0
EA
$ 7,000.00
85%
$ 5,949.58
0
$ 5,949.58
$
$ -
9
Pump Chain Hoist & Frame
0
LS
$ 27,500.00
85%
S 23,373.37
0
$ 23,373.37
$
$ -
10
Valve Vault Structure
0
EA
$ 18,000.00
85%
$ 15,298.93
0
$ 15,298.93
$ -
$ -
1 I
ISite Electrical
0
LS
$ 50,000.00
85%
$ 42,497.03
1 $ 42,497.03
1 $
Is -
Page 1 of 3
12
Running 3-phase power to LS site
1
LS
$ 46,000.00
85%
$ 39,097.27
1
$ 39,097.27
$ 39,097.27
$ 39,097.27
13
Generator and Appurtenances
0
LS
$ 200,000.00
85%
$ 169,988.14
0
$ 169,988.14
$ -
$ -
14
SCADA Connection (By City,
I
LS
$ 8,195.45
85%
$ 6,965.65
1
$ 6,965.65
$ 6,965.65
$ 6,965.65
$7 500 in 2017$)
15
Concrete Paving
350
SY
$ 75.00
85%
$ 63.75
197
$ 63.75
$ 22,310.94
$ 12,557.87
16
Gravel Paving
500
SY
$ 10.00
85%
$ 8.50
811
$ 8.50
$ 4,249.70
$ 6,893.02
17
Lift Station Site Work (incl.
I
LS
$ 15,000.00
85%
$ 12,749.11
1
$ 12,749.11
$ 12,749.11
$ 12,749.11
fencing)
18
Trench Excavation & Safety
I
LS
$ 25,000.00
85%
$ 21,248.52
1
$ 21,248.52
$ 21,248.52
$ 21,248.52
19
8" Class 350 DI Discharge Piping
120
LF
$ 50.00
85%
$ 42.50
120
$ 42.50
$ 5,099.64
$ 5,099.64
20
10" PVC Force Main
2105
LF
$ 45.00
85%
$ 38.25
2105
$ 38.25
$ 80,510.63
$ 80,510.63
21
10" DI Force Main
100
LF
$ 225.00
85%
$ 191.24
100
$ 191.24
$ 19,123.67
$ 19,123.67
22
Ductile Iron Fittings
1850
LB
$ 11.00
85%
$ 9.35
1850
$ 9.35
$ 17,296.29
$ 17,296.29
23
Steel Encasement by Open
Cat
0
LF
$ 250.00
85%
$ 212.49
0
$ 212.49
$
$ -
24
20" Bored Steel Encasement
IOC,
LF
$ 500.00
85%
$ 424.97
80
$ 424.97
$ 45,046.96
$ 33,997.63
25
Tracer Wire Port
7
EA
$ 750.00
85%
$ 637.46
7
$ 637.46
$ 4,462.19
$ 4,462.19
26
Sewer Line Marker
I
I'A
$ 500.00
85%
$ 424.97
1
$ 424.97
$ 424.97
$ 424.97
27
Air Release Valve Assembly
I
EA
$ 6,000.00
85%
$ 5,099.64
1
$ 5,099.64
$ 5,099.64
$ 5,099.64
28
Water Meter & Backflow
I
EA
$ 1,500.00
85%
$ 1,274.91
I
$ 1,274.91
$ 1,274.91
$ 1,274.91
Assembl
29
Yard Hydrant
I
EA
1 $ 750.00
85%
$ 637.46
1
$ 637.46
$ 637.46
$ 637.46
30
Coordination/Work Involving 20"
1
LS
$ 50,000.00
85%
$ 42,497.03
1
$ 42,497.03
$ 42,497.03
$ 41497.03
Gas Transmission Line
31
20" Heavy Wall PVC Encasement
80
1 F
200.00
85%
$ 169.99
80
$ 169.99
$ 13,599.05
$ 13,599.05
32
Class 7 Aggregate Base Course
20
LT
$ 25.00
85%
$ 21.25
20
$ 21.25
$ 424.97
$ 424.97
backfill
Site Restoration along Force Main
33
Seed & Waterin
I
LS
$ 5,000.00
85%
$ 4,249.70
I
$ 4,249.70
$ 4,249.70
$ 4,249.70
34
5' Sidewalk
300
SY
$ 17.50
100%
$ 17.50
300
$ 17.50
$ 5,250.00
$ 5,250.00
35
Remove & Dispose Ex. Concrete
0
LS
$ 10,000.00
85%
$ 8,499.41
0
$ 8,499.41
$ -
$ -
Ca at WWTF
10" Flow Meter at WWTF
36
(includingSCADA connection)$
a
FA
$ 15,000.00
85%
12,749.11
0
$ 12,749.11
$ -
$ -
37
Connect to Existing WWTF
0
I_S
$ 75,000.00
85%
$ 63,745.55
0
$ 63,745.55
$ -
$
Influent Line
38
Erosion Control
I
LS
$ 7,500.00
100%
$ 7,500.00
1
$ 7,500.00
$ 7,500.00
$ 7,500 00
39
Mobilization
I
LS
$ 10,000.00
100%
$ 10,000.00
1
$ 10,000.00
$ 10,000.00
$ 10,000.00
40
WWTF Site Restoration
0
LS
$ 10,000.00
85%
$ 8,499.41
0
$ 8,499.41
$ -
$
41
Standard Arkansas Performancc &
I
LS
00000
$ 30,.
85%
$ 25,498.22
0
$ 25,498.22
$ 25,498.22
$ -
Payment Bond
42
Two -Year Maintenance Bond
I
LS
$ 15,000.00
100%
$ 15,000.00
1
$ 15,000.00
$ 15,000.00
$ 15,000.00
Page 2 of 3
43
Rock Excavation (Expected at 4')
1000
CY
$ 250.00
85%
S 212.49
1763
44
Engineering
1
LS
$ 254,309.46
85%
$ 216,)47.96
1
C'OI .I
Lift Station & W WTP Connection
1
LS
S 1,196,600.00
85%
S 1.017,039,03
1
COI 2
2-3" Schedule 40 conduit and
1650
fitlin s
1650
LF
S 35.00
100%
S 3500
C'01 3
2-3" Schedule 40 conduit within
steel encasement
S0
LF
$ 25.00
100%
S 25.00
50
C'01 4
Quazite Fiber Junction Box
17"x30"x24" - labor only)
10
EA
$ 250.00
100%
S 250.00
10
CO2.1
15" Gravity PVC Sewer
2125
LF
S 59.56
100%
S 59.56
2125
C'02.2
48" Sanitary Sewer Manhole
9
EA
S 3,000.00
100%
$3.000.00
9
lyot nano until signed by the Owner
The original Contract Price was
Net change by previously authorized change orders
The Contract Price prior to this Change Order was
The Contract Price will (increase by
The new Contract Price including this Change Order will be
S 212.49 S 212.485.17 S
S 216.147 96 $ 216,147 96 S
S 1.017.039.03 $ 1,017.039,03 S
S 35.00 S 57,750,00 S
374.611.36
216.147.96
1.017.039.03
57,750.00
S 25.00 I S 1,25000 I S 1.250.00
S 250.00 S 2,500.00 S 2.500,00
f 59.56 S 126,563.02 S 126.563.02
S 3,000.00 $ 27.000.00 S 27.000.00
SummationofCost S 2,613,830.65 S 2,615,959.63
Net Cost for this Change Order S2,128.98
S
2,475,440.89
S
144,474.27
S
2,619,915.16
S
2,128.98
2,622,044.14
NO rE This summary does not rAcct changes in the Contract Price or Ttmc(s) which havelbeen authorized by Work Change Directives not incorporated in this or
Change Orders.
Towne ital Panne C
Pf DATE
11, Bryson. Inc.
DATE
Page 3 of 3
tY F FA TEVILA.E
i
o- 12/06/21
BY DATE
TOWNE WESTCAPITAL PARTNERS I, LLC
AND JL BRYSON, INC.
City of Fayetteville Staff Review Form
2022-0374
Legistar File ID
N/A
City Council Meeting Date - Agenda Item Only
N/A for Non -Agenda Item
Tim Nyander 4/20/2022 WATER SEWER (720)
Submitted By Submitted Date Division / Department
Action Recommendation:
Staff recommends approval of Change Order No. 5 to the contract with Towne West Capital Partners I, LLC & JL
Bryson, Inc. which will increase the contract amount by $5,940.47.
Budget Impact:
5400.720.5700-5815.00
Water and Sewer
Account Number Fund
04039.1 Water/Sewer Impact Fee Cost Sharing
Project Number Project Title
Budgeted Item? Yes Current Budget $ 1,343,130.00
Funds Obligated $ 706,736.70
Current Balance $ 636,393.30
Does item have a cost? Yes Item Cost $ 5,940.47
Budget Adjustment Attached? No Budget Adjustment $ -
Remaining Budget $ 630,452.83
V20210527
Purchase Order Number: 2020-282 Previous Ordinance or Resolution # 71-20
Change Order Number: 5
Original Contract Number: 2020-20
Comments:
Approval Date:
4-22-22
.CITY OF
FAYETTEVILLE
ARKANSAS
TO: Mayor Lioneld Jordan
THRU: Susan Norton, Chief of Staff
Tim Nyander, Utilities Director
FROM: Corey Granderson, Utilities Engineer
DATE: April 18, 2022
STAFF MEMO
SUBJECT: Approval of Change Order No. 5 to the Cost Share Agreement with Towne West
Capital Partners I, LLC & JL Bryson, Inc.
RECOMMENDATION:
Staff recommends approval of Change Order 5 to the contract with Towne West Capital
Partners I, LLC & JL Bryson, Inc. which will increase the contract amount by $5,940.47.
BACKGROUND:
In February 2020, the City Council approved a Cost Share Agreement with Towne West Capital
Partners I, LLC for the construction of a regional sanitary sewer lift station in the vicinity of
Rupple Road and Broyles Road, with associated gravity and force main sanitary sewers
(Resolution 71-20). Amendment No. 1 to this agreement added a trilateral partner for use as a
specialty subcontractor, namely JL Bryson, Inc.
DISCUSSION:
The original project design did not include a customer -side electrical service disconnection at
the control building for this lift station. However, this disconnect is critical to performing
maintenance in a safe and timely manner at the lift station and is proposed to be added at this
time. Without this disconnect, the electrical utility must be scheduled to turn off/on power at the
transformer, causing unacceptable delays in an emergency repair situation.
BUDGET/STAFF IMPACT:
Funds are available within the remaining project contingency for this $5,940.47 increase.
Attachments:
Change Order 5
Contractor Quote
Mailing Address:
113 W. Mountain Street www.fayetteville-ar.gov
Fayetteville, AR 72701
CHANGE ORDER
CITY OF
f=AYETTEMILLE
A R KA N s A i Contract Title: RupplefBroyles Regional Lift Station
Cost Share with Towne West
Change Order No. 5 Date of Issuance: March 10, 2022
To Contractor: Towne West Capital Partners 1, LLC ORDINANCE/RESOLUTION: 71-20
Effective: February 18, 2020
The Cc
:....1.......vA — f 11
y YBid
u Bid
Previous
Unit
Cost
Contract
Revised
Revised
Original
Revised
Item
Item
Estimated
of
Unit
Shure
Unit
Estimated
Unit
Estimated
Estimated
No.
Description
Quantity
Measure
Price
Percentage
Price
Quantity
Price
Cost
Cost
C05.1
Add Electrical Service Disconnect
at Lift Station Controls Building
0
LS
$
100%
$
1
$ 5,940.47
$
$ 5,940.47
P nAn AI
Summation or Lost a - a
Net Cost for this Change Order S5,940.47
The original Contract Price was
Net change by previously authorized change orders S 146,603.25
The Contract Price prior to this Change Order was S 2,622,044.14
The Contract Price will increase by S 5,940.47
The new ('nntrarr Price ineludina this Change Order will he _- ____—----- S 2,627,994.61
NOTE: This summary does not reflect changes in the Contract Price or Time(s) which have been authorized by Work Change Directives not incorporated in this or previous
Change Orders.
Towne West Capit Part 1, LLC JL Bryson, Inc. Q Ii FAYETTEVIL
3-11-2022a�. 4-22-22
(3 DATE BY DATE BY DATE
Page 1 of 1
Lary -son i►,c.
CONSTnUCnON • r4BfI CAT)ON • ,A,CI.49AHC
Rupple Road Lift Station
Change Order Request Number:
Provide Service Disconnect at Rupple Road LS
Material
Total
$0.00
$0.00
$0.00
Total Materials
$0.00
Total Materials w/taxes
10.0%
$0.00
Overhead & Profit
10%
$0.00
Total Materials w/Profit
$0.00
Labor
Total
Supervision and PM $55.00
10
$550.00
$0.00
Total Direct Cost Labor
$550.00
Labor Burden
35%
$192.50
Total w/Labor Burden
$742.50
Overhead & Profit
10%
$74.25
Total Labor w/Profit
$816.75
Equipment
Total
$0.00
$0.00
Total Equipment
$0.00
Overhead & Profit
10%
$0.00
Total Equipment w/Profit
$0.00
Subcontractor
Total
Electrical Sub
$4,604.46
$0.00
Total Subcontractor
$4,604.46
Overhead & Profit
10%
$460.45
Total Subcontractor w/Proflt
$5,064.91
Deduct
Total
$0.00
Total Proposal Amount
$5,881.66
Bond 1.0%
$58.82
Total Proposal Amount w/Bond
$5,940.47
Total Proposal Amount w/Bond (Whole Number)
$5,940
Days Requested to extend Contract Time
Signature:
Date:
LLCA- MO
TITLE: Proposed Change Order
PROPOSED CHANGE ORDER
NO. 4
PROJECT: Rupple Road Lift Station
DATE: 11/19/2021
Rupple Road Lift Station
JOB: 66078
TO: Attn: Lorin Bryan
JL Bryson
PO Box 1479
SUBMITTED:
Huntsville, AR 72740
Phone:479-927-3220 Fax:479-927-3313
COMPLETED:
REQUIRED:
DESCRIPTION
Add a 400 amp service rated disconnect at Rupple Road lift
station ahead of utility meter. Remove and
replace secondary feeders from utility transformer.
Num Item Description Ref
Qty Unit Unit Price Amount
1 1
4" GRC COUPLING
2 2
4" CHASE NIPPLE
3 3
250 MCM ALUM THHN
4 4
AL/CU CRIMP LUG
5 5
SERVICE RATED
DISCONNECT N3R 400A NF
480V
6 6
LABOR
7 7
OH/PFT@10%
1.000 Each
2.000 Each
480.000 Ft.
8.000 Each
1.000 Each
27.000 Hrs
0.000
Item Total:
Total:
Total:
APPROVAL
By:
By:
Date: Date:
17.06
22.10
1.85
39.40
1,720.00
17.06
44.20
888.00
315.20
1,720.00
60.00 1,620.00
0.00 0.00
$4,604.46
$0.00
$4,604.46