HomeMy WebLinkAbout7-24 RESOLUTION113 West Mountain Street
Fayetteville, AR 72701
(479) 575-8323
Resolution: 7-24
File Number: 2023-1540
CITY OF GREENLAND, ARKANSAS (SEWER COST SHARE AGREEMENT):
A RESOLUTION TO APPROVE A COST SHARE AGREEMENT WITH THE CITY OF GREENLAND IN AN
AMOUNT NOT TO EXCEED $954,000.00 FOR UPSIZING A PORTION OF 12-INCH SANITARY SEWER LINE
TO 18-INCH, TO APPROVE A PROJECT CONTINGENCY IN THE AMOUNT OF $100,000.00, AND TO
APPROVE A BUDGET ADJUSTMENT
WHEREAS, the City of Greenland owns its sewer collection system, including a lift station and force main within its
corporate city limits; and
WHEREAS, due to past and anticipated growth, upsizing of these facilities is necessary, all at Greenland's cost; and
WHEREAS, the system connects to the City of Fayetteville's sewer system just north of Drake Field at which point is
conveyed through gravity sewers, lift stations, and force mains on its way to the Noland Water Resource Recovery
Facility; and
WHEREAS, in anticipation of these upgrades, the City of Fayetteville needs to upgrade our own facilities to
accommodate this additional flow; and
WHEREAS, the City of Fayetteville and the City of Greenland have cooperated to incorporate Fayetteville's scope of
improvements into the project bid package for the Greenland project; and
WHEREAS, the cost share agreement consists of Fayetteville paying 100% of costs for upgrades to Fayetteville's
infrastructure, and likewise Greenland paying 100% of costs for Greenland's infrastructure.
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 the City of Greenland with the City of Fayetteville's portion of the cost not to exceed
$954,000.00 and further approves a project contingency in the amount of $100,000.00.
Section 2: That the City Council of the City of Fayetteville, Arkansas hereby approves a budget adjustment, a copy of
which is attached to this Resolution.
PASSED and APPROVED on January 2, 2024
Page 1
Resolution: 7-24
File Number: 2023-1540
Page 2
�,��pliillf//�
Attest: /f
`�� � � r,G i1�
'b\ Y O,c'�S.
I AYETI EVIL_!- '
Kara Paxton, City C ®c reasurer
u' •��'h 11 C7`'-.P . ° l .��
III/ ;�%�G T • IN 11%�`
�lllfllll 1ON
CITY OF
FAYETTEVILLE
ARKANSAS
MEETING OF JANUARY 2, 2024
CITY COUNCIL MEMO
2023-1540
TO: Mayor Jordan and City Council
THRU: Susan Norton, Chief of Staff
FROM: Tim Nyander, Utilities Director
DATE:
SUBJECT: Cost Share Agreement with The City of Greenland for Upsizing a Portion of the Sewer
Line Coming from Greenland to the City of Fayetteville
RECOMMENDATION:
Staff recommends the approval of a cost share agreement with the City of Greenland, Arkansas in an amount
not to exceed $954,000.00 for upsizing a portion of 12-inch sanitary sewer line to 18-inch, to approve a project
contingency in the amount of $100,000.00, and to approve a budget adjustment.
BACKGROUND:
The City of Greenland owns its sewer collection system, including a lift station and force main within their
corporate city limits. Due to past and anticipated growth, upsizing of these facilities is necessary, all at
Greenland's cost. This system connects to the City of Fayetteville's sewer system just north of Drake Field at
which point it is conveyed through gravity sewers, lift stations, and force mains on its way to the Noland Water
Resource Recovery Facility.
In anticipation of these upgrades, the City of Fayetteville also needs to upsize facilities to accommodate this
additional flow. These upgrades include approximately 1,860-feet of gravity sewer upsizing from 12" to 18"
diameter leading to sewer Lift Station #16 on Ernest Lancaster Road. This lift station is also being modified to
accommodate an additional pump. The downstream sewer force main is already adequate for these increased
flows.
DISCUSSION:
The City of Fayetteville and City of Greenland have cooperated to incorporate Fayetteville's scope of
improvements into the project bid package for the Greenland project. This is an advantage to Fayetteville in
that economies of scale should keep costs competitive. It also reduces the project management burden on City
of Fayetteville staff.
This cost share agreement consists of Fayetteville paying 100% of costs for upsizing Fayetteville's
infrastructure, and likewise Greenland paying 100% of costs for Greenland's infrastructure. The low bid cost of
the Fayetteville scope of work was $954,000.00.
BUDGET/STAFF IMPACT:
A budget adjustment is attached to move funds from the Wastewater Impact Fee Improvements account to the
Water/Sewer Impact Fee Cost Sharing account within the Water & Sewer fund.
Mailing address:
113 W. Mountain Street www.fayetteville-ar.gov
Fayetteville, AR 72701
ATTACHMENTS: SRF (#3), BA (#4), Greenland Cost Share Agreement (#5)
Mailing address:
113 W. Mountain Street www.fayetteville-ar.gov
Fayetteville, AR 72701
== City of Fayetteville, Arkansas
Y 113 West Mountain Street
Fayetteville, AR 72701
(479)575-8323
- Legislation Text
File #: 2023-1540
Cost Share Agreement with The City of Greenland for Upsizing a Portion of the Sewer Line
Coming from Greenland to the City of Fayetteville
A RESOLUTION TO APPROVE A COST SHARE AGREEMENT WITH THE CITY OF
GREENLAND IN AN AMOUNT NOT TO EXCEED $954,000.00 FOR UPSIZING A PORTION OF
12-INCH SANITARY SEWER LINE TO 18-INCH, TO APPROVE A PROJECT CONTINGENCY IN
THE AMOUNT OF $100,000.00, AND TO APPROVE A BUDGET ADJUSTMENT
WHEREAS, the City of Greenland owns its sewer collection system, including a lift station and force
main within its corporate city limits; and
WHEREAS, due to past and anticipated growth, upsizing of these facilities is necessary, all at
Greenland's cost; and
WHEREAS, the system connects to the City of Fayetteville's sewer system just north of Drake Field at
which point is conveyed through gravity sewers, lift stations, and force mains on its way to the Noland
Water Resource Recovery Facility; and
WHEREAS, in anticipation of these upgrades, the City of Fayetteville needs to upgrade our own
facilities to accommodate this additional flow; and
WHEREAS, the City of Fayetteville and the City of Greenland have cooperated to incorporate
Fayetteville's scope of improvements into the project bid package for the Greenland project; and
WHEREAS, the cost share agreement consists of Fayetteville paying 100% of costs for upgrades to
Fayetteville's infrastructure, and likewise Greenland paying 100% of costs for Greenland's
infrastructure.
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 the City of Greenland with the City of Fayetteville's portion of the cost
not to exceed $954,000.00 and further approves a project contingency in the amount of $100,000.00.
Section 2: That the City Council of the City of Fayetteville, Arkansas hereby approves a budget
adjustment, a copy of which is attached to this Resolution.
Page 1
Tim Nyander
Submitted By
City of Fayetteville Staff Review Form
2023-1540
Item ID
1/2/2024
City Council Meeting Date - Agenda Item Only
N/A for Non -Agenda Item
12/12/2023 WATER SEWER (720)
Submitted Date Division / Department
Action Recommendation:
Staff recommends the approval of a cost share agreement with the City of Greenland in an amount not to exceed
$954,000.00 for upsizing a portion of 12-inch sanitary sewer line to 18-inch, to approve a project contingency in the
amount of $100,000.00, and to approve a budget adjustment.
5400.720.5700-5815.00
Account Number
04039.2301
Project Number
Budgeted Item? Yes
Does item have a direct cost? Yes
Is a Budget Adjustment attached? Yes
Purchase Order Number:
Change Order Number:
Original Contract Number:
Comments:
Budget Impact:
Water & Sewer
Fund
Water & Sewer Impact Fee Cost Sharing
Total Amended Budget
Expenses (Actual+Encum)
Available Budget
Item Cost
Budget Adjustment
Remaining Budget
Project Title
$ 1,261,190.00
$ 467,458.41
�93,731.59
$ 1,054,000.00
$ 1,054,000.00
793,731.59
Previous Ordinance or Resolution #
Approval Date:
V20221130
City of Fayetteville, Arkansas - Budget Adjustment (Agenda)
Budget Year Division Adjustment Number
WATER SEWER (720)
/Org2
2024 (BY)
Requestor: Cheryl Partain
BUDGET ADJUSTMENT DESCRIPTION / JUSTIFICATION:
A budget adjustment is needed in the Water & Sewer Impact Fee Cost Sharing project for the City of Greenland cost share
project. The cost share project with the City of Greenland is for upsizing a portion of the City of Greenland's 12-inch
sanitary sewer line that connects to the City of Fayetteville's sewer system to an 18-inch sanitary sewer line. Budgeted
impact fee funds need to be transferred and utilized for this project.
COUNCIL DATE:
ITEM ID#:
1/2/2024
2023-1540
Holly Black
7217412023 77:25 ql;l
RESOLUTION/ORDINANCE
Budget Division Date
TYPE: D - (City Council)
JOURNAL#:
GLDATE:
CHKD/POSTED:
TOTAL
Account Number
1,208,000 1,208,000
Increase / (Decrease)
Expense Revenue
Project.Sub#
Project Sub.Detl AT
v.20231213
Account Name
5400.720.5700-5815.00
1,054,000
-
04039
2301 EX
Improvements - Sewer
5400.720.5700-6602.30
2300.730.9300-7602.40
-
1,054,000
1,054,000
-
04039
07004
2301 RE
4039.2301 EX
Transfer from Fund - Impact Fee
Transfers To Funds - Water & Sewer Fund
2300.730.9300-5815.00
2300.730.9300-4999.99
(900,000)
-
-
154,000
07004
2 EX
RE
Improvements - Sewer
Use Fund Balance - Current
I of 1
CONTRACTUAL AGREEMENT FOR
COST SHARE OF SEWER MAIN INSTALLATION COSTS
This Agreement, made and entered into on this _2_day of January 2024, by and between
the City of Fayetteville, Arkansas ("Fayetteville") and the City of Greenland, Arkansas ("Greenland"),
witnesseth:
WHEREAS, on Tuesday, June 6, 2023 Greenland opened sealed bids on the Lift Station and
Sewer System to Fayetteville Project; and
WHEREAS, Orr Construction, Inc. of Davenport, Oklahoma is the low bidder in the amount
of $7,799,100.00; and
WHEREAS, McClelland Consulting Engineers, Inc., representing Greenland as the
Engineer of Record on this sewer main project, has reviewed the bid and recommends awarding the
bid to Orr Construction, Inc. in the amount of $7,799,100.00; and
WHEREAS,upsizing a 1,900 ft. segment of 12-inch sewer main to 18-inch will provide for
ample future capacity which Fayetteville recognizes will be necessary for the area that is served by
this sewer main, and is described in Fayetteville's 2014 Sewer Master Plan Update; 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, the City of Fayetteville, Arkansas and the City of Greenland,
Arkansas agree as follows:
1. The City of Fayetteville, Arkansas agrees to:
A. Reimburse Greenland for the cost to upsize approximately 1,900 linear feet of 12-
inch sewer main to 18-inch sewer main in the area identified in Exhibit "A" up to a
maximum -not -to -exceed amount of $954,000.00, as was bid by Orr Construction,
Inc. and shown on Exhibit `B", attached.
B. Payments due to Greenland shall be remitted within sixty (60) days after receipt of
valid invoices and/or pay applications, verified by the Engineer of Record during
the progress of the project.
2. The City of Greenland, Arkansas agrees to:
A. Provide the necessary and normal project management, inspection, and testing
as necessary for a complete and acceptable sewer main upsizing.
B. Provide a copy of the invoices and/or pay applications from the Contractor and
Greenland for Fayetteville approval of payments for the sewer main upsizing.
C. Pay the costs for the Lift Station and Sewer System to Fayetteville Project in
the amount of $7,799,100.00 (with reimbursement of $954,000.00 of the cost
by Fayetteville).
3. It is further understood that the contract for construction is between Greenland and
its contractor and that Fayetteville has no contractual obligation with either the
contractor or any agent for the contractor. Fayetteville's only obligation shall be to
participate in this cost share agreement with a not -to -exceed amount of $954,000.00
for the sewer main upsizing.
IN AGREEMENT WITH ALL THE TERMS AND CONDITIONS ABOVE, WE
SIGN BELOW:
CITY OF GREENLAND,
ARKANSAS
By:
JIM RENFRO` , Mayor
ATTEST:
By:
MISTY Mc ARD,
Recorder/Treasurer
CITY OF FAYETTEVILLE,
ARKANSV
LIONEJ�1),0RDAN, Mayor
ATTEST
By:
KA A PAXTON, 'ity Clerk Trea��ter
FAYEJ i _'ViL:
i •• 9 ' ' ~ z
EXHIBIT A
mcECONSULT/NGD
mrimmmmm ENGINEERS, INC.
Signature:
Nicholas Batker, RE # 16753
Date:
DENOTES MATHEMATICAL ERROR
EXHIBIT B
Certified Bid Tabulation
City of Greenland
Lift Station and Sewer System to Fayetteville
Greenland, AR
NICE Project # 21-2120
Bid Opening Date/Time: June 6, 2023, 10:00 A.M.
SCHEDULE 1 - GREENLAND LIFT STATION
Orr Construction
Brothers Construction
Tri-Star Contractors
UNIT PRICE BID SCHEDULE
ITEM NO.
DESCRIPTION
UNIT
CITY
UNIT PRICE
TOTAL
UNIT PRICE
TOTAL
UNIT PRICE
TOTAL
1.01
Mobilization Max. 5 % total Schedule 1
LS
1
$65,000.00
$ 65,000.00
$125,000.00
$ 125,000.00
$130,250.00
$ 130,250.00
1.02
Bonds &Insurance
LS
1
$50,000.00
$ 50,000.00
$37,000.00
$ 37,000.00
$78,150.00
$ 78,150.00
1.03
Act 291,1993 Trench & Excavation Safety System
LS
1
$200,000.00
$ 200,000.00
$220,000.00
$ 220,000.00
$125,000.00
$ 125,000.00
1.04
Pre -Construction Video
LS
1
$5,000.00
$ 5,000.00
$10,000.00
$ 10,000.00
$10,000.00
$ 10,000.00
1.05
Traffic Control
LS
1
$5,000.00
$ 5,000.00
$16,000.00
$ 16,000.00
$20,000.00
$ 20,000.00
1.06
Environmental Compliance & Erosion & Sediment Control
LS
1
$25,000.00
$ 25,000.00
$29,000.00
$ 29,000.00
$35,000.00
$ 35,000.00
1.07
Site Work
LS
1
$265,000.00
$ 265,000.00
$290,000.00
$ 290,000.00
$200,000.00
$ 200,000.00
1.08
ISite Utilities
LS
1
$140,000.00
$ 140,000.00
$235,000.00
$ 235,000.00
$150,000.00
1 $ 150,000.00
1.09
Lift Station Structure
LS
1
$690,000.00
$ 690,000.00
$930,000.00
$ 930,000.00
$615,000.00
$ 615,000.00
1.1
Electrical Building
LS
1
$75,000.00
$ 75,000.00
$95,000.00
$ 95,000.00
$125,000.00
$ 125,000.00
1.11
Pumps, Controls, Electrical and VFD's
I LS
1
$1,475,000.00
$ 1,475,000.00
$1,415,000.00
$ 1,415,000.00
$1,300,000.00
$ 1,300,000.00
1.12
Piping, Valves, Accessories and Appurtenances
LS
1
$275,000.00
$ 275,000.00
$305,000.00
$ 365,000.00
$293,500.00
$ 293,500.00
SUBTOTAL SCHEDULE 1 - GREENLAND LIFT STATION
$ 3,270,000.00
$ 3,707,000.00
$ 3,081,900.00
SCHEDULE 2 - GREENLAND FORCE MAIN
Orr Construction
Brothers Construction
Tri-Star Contractors
UNIT PRICE BID SCHEDULE
ITEM NO.
DESCRIPTION
UNIT
QTY
UNIT PRICE
TOTAL
UNIT PRICE
TOTAL
UNIT PRICE
TOTAL
2.01
Mobilization (Max. 5 % Total Schedule 2)
LS
1
$70,000.00
$ 70,000.00
$73,000.00
$ 73,000.00
$89,939.29
$ 89,939.29
2.02
Bonds &Insurance
LS
1
$50,000.00
$ 50,000.00
$19,000.00
$ 19,000.00
$53,963.57
$ 53,963.57
2.03
Act 291, 1993 Trench & Excavation Safety System
LS
1
$30,000.00
$ 30,000.00
$23,500.00
$ 23,500.00
$50,000.00
$ 50,000.00
2.04
Pre -Construction Video
LS
1
$7,500.00
$ 7,500.00
$10,000.00
$ 10,000.00
$10,000.00
$ 10,000.00
2.05
Traffic Control
LS
1
$7,500.00
$ 7,500.00
$16,000.00
$ 16,000.00
$60,000.00
$ 60,000.00
2.06
Environmental Compliance & Erosion & Sediment Control
LS
1
$65,000.00
$ 65,000.00
$81,000.00
$ 81,000.00
$65,000.00
$ 65,000.00
2.07
10-inch PVC C900 DR-18 Force Main
LF
6,200
$95.00
$ 589,000.00
$127.00
$ 787,400.00
$95.00
$ 589,000.00
2.08
Ductile Iron Fittings
LB
2,500
$20.00
$ 50,000.00
$33.00
$ 82,500.00
$40.00
$ 100,000.00
2.09
Underground Combination Air Valve
EA
4
$24,000.00
$ 96,000.00
$36,500.00
$ 146,000.00
$33,337.19
$ 133,348.76
2.10
20-Inch Minimum Diameter Steel Casing by Open Cut
LF
40
$350.00
$ 14,000.00
$340.00
$ 13,600.00
$462.60
$ 18,504.00
2.11
20-Inch Minimum Diameter Steel Casing by Bore
LF
210
$1,100.00
$ 231,000.00
$1,275.00
$ 267,750.00
$1,500.00
$ 315,000.00
2.12
Fence Repair
EA
3
$2,000.00
$ 6,000.00
$1,375.00
$ 4,125.00
$1,500.00
$ 4,500.00
2.13
Vinyl Fence by Modem Fence
LS
1
$35,000.00
$ 35,000.00
$15,150.00
$ 15,150.00
$25,000.00
$ 25,000.00
2.14
10' Farm Gate
EA
2
$1,500.00
$ 3,000.00
$1,150.00
$ 2,300.00
$2,000.00
$ 4,000.00
2.15
River Pea Stone Drive Repair
LF
25
$125.00
$ 3,125.00
$33.00
$ 825.00
$250.00
$ 6,250.00
2.16
Gravel Drive Repair
LF
130
$50.00
$ 6,500.00
$10.00
$ 1,300.00
$80.00
$ 10,400.00
2.17
Asphalt Drive Repair
LF
30
$120.00
$ 3,600.00
$122.00
$ 3,660.00
$120.00
$ 3,600.00
2.18
Concrete Drive Repair
LF
90
$120.00
$ 10,800.00
$112.00
$ 10,080.00
$175.00
$ 15,750.00
2.19
Asphalt Pavement Repair
SY
300
$225.00
$ 67,500.00
$122.00
$ 36,600.00
$90.00
$ 27,000.00
2.20
Full Depth Class 7 Backfill
TON
1,390
$40.00
$ 55,600.00
$29.00
$ 40,310.00
$50.00
$ 69,500.00
2.21
Trench Dam
EA
6
$1,000.00
$ 6,000.00
$190.00
$ 1,140.00
$5,000.00
$ 30,000.00
2.22
Rock Excavation
CY
100
$250.00
$ 25,000.00
$300.00
$ 30,000.00
$220.00
$ 22,000.00
2.23
Flowable Fill, as Directed by the Engineer
CY
100
$250.00
$ 25,000.00
$270.00
$ 27,000.00
$250.00
$ 25,000.00
2.24
Trench and Bank Stabilization Material, as Directed by the Engineer
TON
150
$65.00
$ 9,750.00
$115.00
$ 17,250.00
$50.00
$ 7,500.00
2.25
Temporary Construction 6' Tall Chain Link Fence
LF
1,300
$20.00
$ 26,000.00
$20.00
$ 26,000.00
$13.41
$ 17,433.00
2.26
Relocate Existing Water Meter
I EA
5
$2,000.00
$ 10,000.00
$3,000.00
$ 15,000.00
$35,000.00
$ 175,000.00
2.27
10-inch Plug Valve
EA
1
$10,000.00
$ 10,000.00
$7,700.00
$ 7,700.00
$15,000.00
$ 15,000.00
SUBTOTAL SCHEDULE 2 - GREENLAND FORCE MAIN
$ 1,512,875.00
$ 1,758,190.00
$ 1,942,688.62
W:Q021121-2120- Greenland Wastewater System Rehabililation\Construction DocumenWCertifed Bid TaM21-2120 CertlTed Bid Tab Page 1 of 3 10/25/2023
SCHEDULE 3 - GREENLAND GRAVITY MAIN
Orr Construction
Brothers Construction
Tri-Star Contractors
UNIT PRICE BID SCHEDULE
ITEM NO.
DESCRIPTION
UNIT
OTY
UNIT PRICE
TOTAL
UNIT PRICE
TOTAL
UNIT PRICE
TOTAL
3.01
Mobilization Max. 5% Total Schedule 3
LS
1
$70,000.00
$ 70,000.00
$73,000.00
$ 73,000.00
$121,286.66
$ 121,286.66
3.02
Bonds &Insurance
LS
1
$60,000.00
$ 60,000.00
$12,000.00
$ 12,000.00
$72,771.99
$ 72,771.99
3.03
Act 291,1993 Trench & Excavation Safety System
LS
1
$70,000.00
$ 70,000.00
$23,500.00
$ 23,500.00
$100,000.00
$ 100,000.00
3.04
Pre -Construction Video
LS
1
$7,500.00
$ 7,500.00
$10,000.00
$ 10,000.00
$10,000.00
$ 10,000.00
3.05
Traffic Control
LS
1
$10,000.00
$ 10,000.00
$16,000.00
$ 16,000.00
$62,500.00
$ 62,500.00
3.06
Environmental Compliance & Erosion & Sediment Control
LS
1
$65,000.00
$ 65,000.00
$90,000.00
$ 90,000.00
$7,000.00
$ 7,000.00
3.07
15-inch PVC SDR-26 Sewer Main
LF
3,400
$120.00
$ 408,000.00
$85.00
$ 289,000.00
$200.00
$ 680,000.00
3.08
12-Inch PVC SDR-26 Sewer Main
LF
160
$100.00
1 $ 16,000.00
$62.00
1 $ 9,920.00
$195.00
1 $ 31,200.00
3.09
Gravity Sewer Main Trenching & Backfill, 0'-10' Depth
LF
1,330
$35.00
$ 46,550.00
$65.00
$ 86,450.00
$50.00
$ 66,500.00
3.1
Gravity Sewer Main Trenching & Backfill, 10'-14' Depth
LF
1,900
$50.00
$ 95,000.00
$82.00
$ 155,800.00
$100.00
$ 190,000.00
3.11
Gravity Sewer Main Trenching & Backfill, 14'-18' Depth
LF
110
$150.00
$ 16,500.00
$109.00
$ 11,990.00
$150.00
$ 16,500.00
3.12
4' Diameter Manhole, Ulp to 6' Depth
EA
14
$6,500.00
$ 91,000.00
$5,800.00
$ 81,200.00
$6,500.00
$ 91,000.00
3.13
4' Diameter Drop Manhole, Up to 6' Depth
EA
3
$7,500.00
$ 22,500.00
$5,800.00
$ 17,400.00
$8,500.00
$ 25,500.00
3.14
4' Diameter Manhole, Extra Depth Over 6'
VF
70
$300.00
$ 21,000.00
$265.00
$ 18,550.00
$185.00
$ 12,950.00
3.15
4' Diameter Drop Manhole, Extra Depth Over 6'
VF
30
$300.00
$ 9,000.00
$265.00
$ 7,950.00
$250.00
$ 7,500.00
3.16
4' Diameter Manhole Epoxy Coating
VF
191
$525.00
$ 100,275.00
$485.00
$ 92,635.00
$650.00
1 $ 124,150.00
3.17
Standard Manhole Frame and Cover
EA
12
$600.00
1 $ 7,200.00
$608.00
1 $ 7,296.00
$987.50
$ 11,850.00
3.18
Watertight Frame and Gasketed Cover
EA
5
$1,150.00
$ 5,750.00
$915.00
$ 4,575.00
$1,372.40
$ 6,862.00
3.19
30-inch Minimum Diameter Steel Casing by Bore
LF
225
$1,800.00
$ 405,000.00
$2,125.00
$ 478,125.00
$1,800.00
$ 405,000.00
3.2
30-inch Minimum Diameter Steel Casing by Open Cut
LF
135
$620.00
$ 83,700.00
$735.00
$ 99,225.00
$734.60
$ 99,171.00
3.21
Remove Existing Manhole
EA
1
$3,000.00
$ 3,000.00
$3,450.00
$ 3,450.00
$5,500.00
$ 5,500.00
3.22
Abandon Existing Manhole
EA
14
$2,500.00
$ 35,000.00
$3,250.00
$ 45,500.00
$3,500.00
$ 49,000.00
3.23
Cut and Plug Existing Sanitary Sewer
EA
7
$2,500.00
$ 17,500.00
$3,200.00
$ 22,400.00
$4,500.00
$ 31,500.00
3.24
Split Steel Encasement
LF
1 10
$700.00
$ 7,000.00
$1,300.00
$ 13,000.00
$900.00
$ 9,000.00
3.25
Reconnect Existing Sewer Service
EA
12
$2,000.00
$ 24,000.00
$1,750.00
$ 21,000.00
$4,750.00
$ 57,000.00
3.26
4-Inch PVC Sanitary Sewer Service Pie
LF
200
$45.00
1 $ 9,000.00
$60.00
$ 12,000.00
$55.00
$ 11,000.00
3.27
6-Inch PVC Sanitary Sewer Service Pipe
LF
100
$65.00
$ 6,500.00
$55.00
$ 5,500.00
$65.00
$ 6,500.00
3.28
Post -Construction CCTV Inspection of Sewer Main
LF
3,540
$5.00
$ 17,700.00
$2.50
$ 8,850.00
$5.63
$ 19,930.20
3.29
Fence Repair
EA
2
$2,500.00
$ 5,000.00
$1,375.00
$ 2,750.00
$1,500.00
$ 3,000.00
3.3
Asphalt Drive Repair
LF
20
$120.00
$ 2,400.00
$122.00
$ 2,440.00
$120.00
$ 2,400.00
3.31
Concrete Curb and Gutter Repair
LF
60
$300.00
$ 18,000.00
$60.00
$ 3,600.00
$32.00
$ 1,920.00
3.32
Concrete Drive Repair
LF
20
$120.00
$ 2,400.00
$112.00
$ 2,240.00
$175.00
$ 3,500.00
3.33
lAsphalt Pavement Repair
I SY
370
$225.00
$ 83,250.00
$122.00
$ 45,140.00
$90.00
$ 33,300.00
3.34
Full Depth Class 7 Backfill
TON
1,550
$40.00
$ 62,000.00
$29.00
$ 44,950.00
$50.00
$ 77,500.00
3.35
Trench Dam
EA
3
$1,000.00
$ 3,000.00
$190.00
$ 570.00
$5,000.00
$ 15,000.00
3.36
Rock Excavation
CY
100
$250.00
$ 25,000.00
$300.00
$ 30,000.00
$220.00
$ 22,000.00
3.37
Flowable Fill, as Directed by the Engineer
CY
500
$250.00
$ 125,000.00
$270.00
$ 135,000.00
$250.00
$ 125,000.00
3.38
Bank Stabilization Material, as Directed b the Engineer
TON
100
$65.00
$ 6,500.00
$115.00
$ 11,500.06
$50.00
$ 5,000.00
SUBTOTAL SCHEDULE 3 - GREENLAND GRAVITY MAIN
$ 2,062,225.00
$ 1,994,506.00
$ 2,619,791.85
W:Q021121-2120- Greenland Wastewater System Rehabilitation\Construction DocumenWCertlfeC Bid Tab\21-2120 certified Bid Tab Page 2 of 3 10/25/2023
SCHEDULE 4 - FAYETTEVILLE SEWER UPSIZE
Orr Construction
Brothers Construction
Tri-Star Contractors
UNIT PRICE BID SCHEDULE
ITEM NO.
DESCRIPTION
UNIT
CITY
UNIT PRICE
TOTAL
UNIT PRICE
TOTAL
UNIT PRICE
TOTAL
4.01
Mobilization Max. 5 % Total Schedule 4
LS
1
$40,000.00
$ 40,000.00
$40,000.00
$ 40,000.00
$77,078.18
$ 77,078.18
4.02
Bonds &Insurance
LS
1
$50,000.00
$ 50,000.00
$7,500.00
$ 7,500.00
$46,246.91
$ 46,246.91
4.03
Act 291,1993 Trench & Excavation Safety System
LS
1
$50,000.00
$ 50,000.00
$53,000.00
$ 53,000.00
$100,000.00
$ 100,000.00
4.04
Pre -Construction Video
LS
1
$5,000.00
$ 5,000.00
$10,000.00
$ 10,000.00
$10,000.00
$ 10,000.00
4.05
Traffic Control
LS
1
$5,000.00
$ 5,000.00
$16,000.00
$ 16,000.00
$85,000.00
$ 85,000.00
4.06
Environmental Compliance & Erosion & Sediment Control
LS
1
$40,000.00
$ 40,000.00
$35,000.00
$ 35,000.00
$75,000.00
$ 75,000.00
4.07
18-Inch PVC PS-115 Sewer Main
LF
1,860
$140.00
$ 260,400.00
$108.00
$ 200,880.00
$300.00
$ 558,000.00
4.08
8-Inch PVC SDR-26 Sewer Main
LF
20
$100.00
1 $ 2,000.00
$43.00
$ 860.00
$85.00
1 $ 1,700.00
4.09
Gravity Sewer Main Trenching & Backfill, 0'-10' Depth
LF
240
$40.00
$ 9,600.00
$65.00
$ 15,600.00
$50.00
$ 12,000.00
4.10
Gravity Sewer Main Trenching & Backfill, 10'-14' Depth
LF
1,580
$50.00
$ 79,000.00
$82.00
$ 129,560.00
$100.00
$ 158,000.00
4.11
Gravity Sewer Main Trenching & Backfill, 14'-18' Depth
LF
100
$150.00
$ 15,000.00
$109.00
$ 10,900.00
$150.00
$ 15,000.00
4.12
5' Diameter Manhole, Up to 6' Depth
EA
6
$8,500.00
$ 51,000.00
$9,600.00
$ 57,600.00
$8,100.00
$ 48,600.00
4.13
5' Diameter Drop Manhole, Up to 6' Depth
EA
1
$9,000.00
$ 9,000.00
$9,600.00
$ 9,600.00
$10,000.00
$ 10,000.00
4.14
5' Diameter Flat Top Manhole with Vent, Up to 6' Depth
EA
2
$12,000.00
$ 24,000.00
$11,900.00
$ 23,800.00
$15,500.00
$ 31,000.00
4.15
5' Diameter Flat Top Drop Manhole with Vent, Up to 6' Depth
EA
1
$13,500.00
$ 13,500.00
$11,900.00
$ 11,900.00
$15,500.00
$ 15,500.00
4.16
5' Diameter Manhole, Extra Depth Over 6'
VF
36
$350.00
$ 12,600.00
$380.00
$ 13,680.00
$800.00
$ 28,800.00
4.17
5' Diameter Drop Manhole, Extra Depth Over 6'
VF
20
$400.00
1 $ 8,000.00
$380.00
$ 7,600.00
$800.00
$ 16,000.00
4.18
5' Diameter Manhole Epoxy Coating
VF
110
$650.00
$ 71,500.00
$600.00
$ 66,000.00
$750.00
$ 82,500.00
4.19
4' Diameter Manhole, Up to 6' Depth
EA
1
$6,500.00
$ 6,500.00
$5,800.00
$ 5,800.00
$6,500.00
$ 6,500.00
4.20
4' Diameter Manhole, Extra Depth Over 6'
VF
2
$300.00
$ 600.00
$265.00
$ 530.00
$185.00
$ 370.00
4.21
4' Diameter Manhole Epoxy Coating
VF
8
$525.00
$ 4,200.00
$485.00
$ 3,880.00
$650.00
$ 5,200.00
4.22
Watertight Frame and Gasketed Cover
EA
11
$1,150.00
$ 12,650.00
$915.00
$ 10,065.00
$1,372.40
$ 15,096.40
4.23
36-inch Minimum Diameter Steel Casing by Open Cut
LF
75
$650.00
$ 48,750.00
$1,190.00
$ 89,250.00
$1,174.51
$ 88,088.25
4.24
Remove Existing Manhole
EA
1
$2,500.00
$ 2,500.00
$3,450.00
$ 3,450.00
$5,500.00
$ 5,500.00
4.25
lAbandon Existing Manhole
EA
2
$2,500.00
$ 5,000.00
$3,250.00
$ 6,500.00
$3,500.00
$ 7,000.00
4.26
Cut and Plug Existing Sanitary Sewer
EA
6
$2,500.00
1 $ 15,000.00
$3,200.00
$ 19,200.00
$4,500.00
$ 27,000.00
4.27
Install lnserta Valve
EA
1
$25,000.00
$ 25,000.00
$50,000.00
$ 50,000.00
$35,555.56
$ 35,555.56
4.28
Post -Construction CCTV Inspection of Sewer Main
LF
1,910
$5.00
$ 9,550.00
$3.00
$ 5,730.00
$5.63
$ 10,753.30
4.29
Fence Repair
EA
1
$2,500.00
$ 2,500.00
$1,375.00
$ 1,375.00
$1,500.00
$ 1,500.00
4.3
Gravel Drive Repair
LF
40
$50.00
$ 2,000.00
$10.00
$ 400.00
$80.00
$ 3,200.00
4.31
Asphalt Pavement Repair
SY
30
$225.00
$ 6,750.00
$122.00
$ 3,660.00
$90.00
$ 2,700.00
4.32
Full Depth Class 7 Backfill
TON
1 210
$40.00
$ 8,400.00
$29.00
$ 6,090.00
$50.00
$ 10,500.00
4.33
Trench Dam
EA
3
$1,000.00
$ 3,000.00
$190.00
$ 570.00
$5,000.00
$ 15,000.00
4.34
1 Rock Excavation
CY
100
$250.00
$ 25,000.00
$300.00
$ 30,000.00
$220.00
$ 22,000.00
4.35
Flowable Fill, as Directed by the Engineer
CY
50
$250.00
$ 12,500.00
$270.00
$ 13,500.00
$250.00
$ 12,500.00
4.36
ITrench and Bank Stabilization Material, as Directed by the Engineer
TON
100
$65.00
$ 6,500.00
$170.00
$ 17,000.00
$50.00
$ 5,000.00
4.37
18-Inch DIP Sewer Main
LF
40
$300.00
$ 12,000.00
$290.00
$ 11,600.00
$400.00
$ 16,000.00
SUBTOTAL SCHEDULE 4 - FAYETTEVILLE SEWER UPSIZE
$ 954,000.00
$ 988,080.00
$ 1,659,888.60
TOTAL AMOUNT BID (SCHEDULES 1 + 2 + 3 + 4) $ 7,799,100.00 $ 8,447,776.00 $ 9,304,269.07
W:Q021121-2120- Greenland Wastewater System Rehabilitation\Construction Documente\Certified Bid TaM21-2120 CertlTed Bid Tab Page 3 of 3 10/25/2023
Comments:
2024-250Purchase Order Number:
Change Order Number:1
Previous Ordinance or Resolution #7-24
Approval Date:
Original Contract Number:2024-7
04039.2301
Budget Impact:
Water & Sewer Cost Sharing
Water and Sewer5400.720.5700-5815.00
City of Fayetteville Staff Review Form
2025-0950
N/A
Staff recommends approval to utilize contingency funds in the amount of $99,925.94 for the City of Greenland
sewer cost share project.
N/A for Non-Agenda Item
Action Recommendation:
Tim Nyander WATER SEWER (720)
Division / Department
12/4/2025
Submitted Date
Yes
1,054,201.04$
99,925.94$
V20221130
Budgeted Item?
Does item have a direct cost?
Is a Budget Adjustment attached?
Total Amended Budget
Expenses (Actual+Encum)
Item Cost
Budget Adjustment
Remaining Budget
3,062,335.00$
2,008,133.96$
Yes
No -$
954,275.10$
TO: Mayor Molly Rawn
THRU: Keith Macedo, Chief of Staff
FROM: Tim Nyander, Utilities Director
DATE: December 4, 2025
SUBJECT: City of Greenland – Contingency Funds for Sewer Cost Share
RECOMMENDATION:
Staff recommends approval to utilize contingency funds in the amount of $99,925.94 for the City
of Greenland sewer cost share project.
BACKGROUND:
Resolution 7-24 passed City Council approval on January 2, 2024, which authorized a cost
share agreement with the City of Greenland in an amount not to exceed $954,000.00 and a
contingency in the amount of $100,000.00. The City’s portion of the cost share is for the
upsizing of a sanitary sewer line from 12-inch to 18-inch.
DISCUSSION:
The construction project for the sewer line is complete, and McClelland Consulting Engineers
and City Staff have reconciled the final project quantities and determined the total amount that
the City of Fayetteville owes the City of Greenland.
It was determined that two additional sewer manholes and a gravity sewer realignment were
needed during construction. Also, material price increases and rock excavation contributed to
the increased overall project cost. Contingency funds are needed in the amount of $99,925.94,
for a total City cost share amount of $1,053,925.94. Staff recommends approval of the use of
available contingency funds in the amount of $99,925.94.
BUDGET/STAFF IMPACT:
Funds are available in the Water & Sewer Impact Fee Cost Sharing account, and the project
contingency in the amount of $100,000.00 was previously approved by Resolution 7-24.
Attachments:
McClelland Reconciliation Documents
Resolution 7-24
City of Fayetteville 22-2119
03/14/2022
22-2119
954,000.00
954,000.00
45,743.94
999,743.94
Only reflect costs associated with
Fayetteville's portion of the project.
No signatures, but can be revised
and made official as necessary.
EJCDC C-941 Change Order
Prepared by the Engineers Joint Contract Documents Committee and endorsed by the Construction Specifications Institute.
Page 1 of 2
Section 00 68 00-1
Change Order
No. 2
Date of Issuance: Effective Date:
Project: Lift Station and Sanitary
Sewer to Fayetteville
Owner: City of Fayetteville
Owner's Contract No.: 22-2119
Contract:
Date of Contract: 03/14/2022
Contractor: Orr Construction, Inc.
Engineer's Project No.: 22-2119
The Contract Documents are modified as follows upon execution of this Change Order:
Description:
1) Additional Manholes and Realignment
During construction, the existing Fayetteville Sewer Force Main was incorrectly marked and was damaged by the
Contractor. To maintain proper slope and drops, two (2) additional manholes were added to realign the new gravity
sewer around the existing force main.
This revision was addressed under RFI No. 12, with no new bid items created. However, quantity overruns resulting
from the realignment are included in this Change Order No. 2.
2) Supporting Documentation
• Attachment A – RFI 12 Fayetteville Gravity Sewer Realignment
• Table 1 – Quantity Overruns:
Item No. Item Description Additional Cost
4.12 5' Diameter Manhole, Up to 6' Depth $ 17,000.00
4.16 5' Diameter Manhole, Extra Depth Over 6' $ 4,900.00
4.18 5' Diameter Manhole Epoxy Coating $ 16,900.00
4.22 Watertight Frame and Gasketed Cover $ 2,672.00
TOTAL COST OVERRUN $ 41,472.00
954,000.00
954,000.00
45,743.94
999,743.94
Only reflect costs associated with
Fayetteville's portion of the project.
No signatures, but can be revised
and made official as necessary.
$ 954,000.00
Increase from previously approved Change
Orders No. 1 to No. 2:
$ 45,743.94
Contract Price prior to this Change Order:
$ 999,743.94
Increase of this Change Order:
$ 41,472.00
Contract Price incorporating this Change Order:
$ 1,041,215.94
ATTACHMENT A
RFI 12 - Gravity Sewer Realignment
& Additional MHs
RFI Response
Greenland, AR
Lift Station and Sewer System
MCE Project No. 21-2120
Submittals included in this review:
Comments:
Engineer Review
PERMITTED AS SUBMITTED
BY DATE
SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITY AND
GENERAL CONFORMANCE TO CONTRACT DOCUMENTS ONLY.
THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND
CORRELATING DIMENSIONS AT JOBSITE FOR TOLERANCE,
CLEARANCE, QUANTITIES, FABRICATION, PROCESSES AND
TECHNIQUES OF CONSTRUCTION, COORDINATION OF THEIR
WORK WITH OTHER TRADES AND FULL COMPLIANCE WITH
CONTRACT DOCUMENTS.
PERMITTED AS NOTED
REJECTED
REVISE AND RESUBMIT
FOR INFORMATION ONLY
4
B.R. Knutson 5/9/2025
SHOP DRAWING / SUBMITTAL REVIEW
(22-2119 Fayetteville 18" Gravity Sewer)
RFI 12 - 18" Gravity Sewer Realignment and Additional MHs
Add two additional epoxy coated 5' manholes w/ watertight & gasketed frame and cover
Approximately 480LF for realign from STA 118+30 to MH 8
Survey of new proposed alignment must be conducted prior to construction
All slope of revised alignment shall be between 0.22% and 0.26%
Minimum of 0.1' drop across MH inverts
Cast in place MHs shall be prioritized over repair couplings on gravity sewer
Add two additional epoxy coated 5' manholes w/ watertight & gasketed frame and cover
Approximately 480LF for realign from STA 118+30 to MH 8
Survey of new proposed alignment must be conducted prior to construction
All slope of revised alignment shall be between 0.22% and 0.26%
Minimum of 0.1' drop across MH inverts
Cast in place MHs shall be prioritized over repair couplings on gravity sewer
Add two epoxy coated 5' manholes w/ watertight & gasketed frame/cover.
Approx. 206 LF for realignment from STA 118+30 to MH 9,
any further proposed adjustments shall be submitted separately.
Min. 0.1' drop on additional manholes.
Slope of revised alignment shall be uniform and enter MH-9 at designed invert in elevation.
Modifications to the existing centerline layout shall be surveyed
This alignment adjustment is the solution provided in the field by Danny with
the City of Fayetteville and Jobany with Orr Construction to resolve the
conflict with the existing 12" force main. The result will be 2 additional
Manholes and a slight increase in the 18" gravity sewer. Please let us know
how to proceed.
N
PLEASE SEND ADDITIONAL
INFORMATION IF THIS MH IS
PROPOSED TO BE SHIFTED.
ITEM NO. DESCRIPTION UNIT QTY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL
4.01 Mobilization (Max. 5% Total Schedule 4)LS 1 $40,000.00 40,000.00$ $40,000.00 40,000.00$ $77,078.18 77,078.18$
4.02 Bonds & Insurance LS 1 $50,000.00 50,000.00$ $7,500.00 7,500.00$ $46,246.91 46,246.91$
4.03 Act 291, 1993 Trench & Excavation Safety System LS 1 $50,000.00 50,000.00$ $53,000.00 53,000.00$ $100,000.00 100,000.00$
4.04 Pre-Construction Video LS 1 $5,000.00 5,000.00$ $10,000.00 10,000.00$ $10,000.00 10,000.00$
4.05 Traffic Control LS 1 $5,000.00 5,000.00$ $16,000.00 16,000.00$ $85,000.00 85,000.00$
4.06 Environmental Compliance & Erosion & Sediment Control LS 1 $40,000.00 40,000.00$ $35,000.00 35,000.00$ $75,000.00 75,000.00$
4.07 18-Inch PVC PS-115 Sewer Main LF 1,860 $140.00 260,400.00$ $108.00 200,880.00$ $300.00 558,000.00$
4.08 8-Inch PVC SDR-26 Sewer Main LF 20 $100.00 2,000.00$ $43.00 860.00$ $85.00 1,700.00$
4.09 Gravity Sewer Main Trenching & Backfill, 0'-10' Depth LF 240 $40.00 9,600.00$ $65.00 15,600.00$ $50.00 12,000.00$
4.10 Gravity Sewer Main Trenching & Backfill, 10'-14' Depth LF 1,580 $50.00 79,000.00$ $82.00 129,560.00$ $100.00 158,000.00$
4.11 Gravity Sewer Main Trenching & Backfill, 14'-18' Depth LF 100 $150.00 15,000.00$ $109.00 10,900.00$ $150.00 15,000.00$
4.12 5' Diameter Manhole, Up to 6' Depth EA 6 $8,500.00 51,000.00$ $9,600.00 57,600.00$ $8,100.00 48,600.00$
4.13 5' Diameter Drop Manhole, Up to 6' Depth EA 1 $9,000.00 9,000.00$ $9,600.00 9,600.00$ $10,000.00 10,000.00$
4.14 5' Diameter Flat Top Manhole with Vent, Up to 6' Depth EA 2 $12,000.00 24,000.00$ $11,900.00 23,800.00$ $15,500.00 31,000.00$
4.15 5' Diameter Flat Top Drop Manhole with Vent, Up to 6' Depth EA 1 $13,500.00 13,500.00$ $11,900.00 11,900.00$ $15,500.00 15,500.00$
4.16 5' Diameter Manhole, Extra Depth Over 6'VF 36 $350.00 12,600.00$ $380.00 13,680.00$ $800.00 28,800.00$
4.17 5' Diameter Drop Manhole, Extra Depth Over 6'VF 20 $400.00 8,000.00$ $380.00 7,600.00$ $800.00 16,000.00$
4.18 5' Diameter Manhole Epoxy Coating VF 110 $650.00 71,500.00$ $600.00 66,000.00$ $750.00 82,500.00$
4.19 4' Diameter Manhole, Up to 6' Depth EA 1 $6,500.00 6,500.00$ $5,800.00 5,800.00$ $6,500.00 6,500.00$
4.20 4' Diameter Manhole, Extra Depth Over 6'VF 2 $300.00 600.00$ $265.00 530.00$ $185.00 370.00$
4.21 4' Diameter Manhole Epoxy Coating VF 8 $525.00 4,200.00$ $485.00 3,880.00$ $650.00 5,200.00$
4.22 Watertight Frame and Gasketed Cover EA 11 $1,150.00 12,650.00$ $915.00 10,065.00$ $1,372.40 15,096.40$
4.23 36-inch Minimum Diameter Steel Casing by Open Cut LF 75 $650.00 48,750.00$ $1,190.00 89,250.00$ $1,174.51 88,088.25$
4.24 Remove Existing Manhole EA 1 $2,500.00 2,500.00$ $3,450.00 3,450.00$ $5,500.00 5,500.00$
4.25 Abandon Existing Manhole EA 2 $2,500.00 5,000.00$ $3,250.00 6,500.00$ $3,500.00 7,000.00$
4.26 Cut and Plug Existing Sanitary Sewer EA 6 $2,500.00 15,000.00$ $3,200.00 19,200.00$ $4,500.00 27,000.00$
4.27 Install Inserta Valve EA 1 $25,000.00 25,000.00$ $50,000.00 50,000.00$ $35,555.56 35,555.56$
4.28 Post-Construction CCTV Inspection of Sewer Main LF 1,910 $5.00 9,550.00$ $3.00 5,730.00$ $5.63 10,753.30$
4.29 Fence Repair EA 1 $2,500.00 2,500.00$ $1,375.00 1,375.00$ $1,500.00 1,500.00$
4.3 Gravel Drive Repair LF 40 $50.00 2,000.00$ $10.00 400.00$ $80.00 3,200.00$
4.31 Asphalt Pavement Repair SY 30 $225.00 6,750.00$ $122.00 3,660.00$ $90.00 2,700.00$
4.32 Full Depth Class 7 Backfill TON 210 $40.00 8,400.00$ $29.00 6,090.00$ $50.00 10,500.00$
4.33 Trench Dam EA 3 $1,000.00 3,000.00$ $190.00 570.00$ $5,000.00 15,000.00$
4.34 Rock Excavation CY 100 $250.00 25,000.00$ $300.00 30,000.00$ $220.00 22,000.00$
4.35 Flowable Fill, as Directed by the Engineer CY 50 $250.00 12,500.00$ $270.00 13,500.00$ $250.00 12,500.00$
4.36 Trench and Bank Stabilization Material, as Directed by the Engineer TON 100 $65.00 6,500.00$ $170.00 17,000.00$ $50.00 5,000.00$
4.37 18-Inch DIP Sewer Main LF 40 $300.00 12,000.00$ $290.00 11,600.00$ $400.00 16,000.00$
954,000.00$ 988,080.00$ 1,659,888.60$
7,799,100.00$ 8,447,776.00$ 9,304,269.07$
SCHEDULE 4 - FAYETTEVILLE SEWER UPSIZE
UNIT PRICE BID SCHEDULE
SUBTOTAL SCHEDULE 4 - FAYETTEVILLE SEWER UPSIZE
Tri-Star Contractors
TOTAL AMOUNT BID (SCHEDULES 1 + 2 + 3 + 4)
Brothers ConstructionOrr Construction
X2
+$17,000
X13
+$4,550
X13
+$16,250 X2
+$2,300
TOTAL REALIGNMENT + MHs
$ 40,100.00
*Minor QTY variances may be required
(each)
1220
1225
1230
1235
1240
1245
1250
1255
1260
1220
1225
1230
1235
1240
1245
1250
1255
1260
115+00 116+00 117+00 118+00 119+00 120+00
STA 119+44, MH-11
RIM= 1245.91
INV 15" IN (S)= 1233.71
INV 15" OUT (NE)= 1233.61
STA 118+87, MH-10
RIM= 1244.86
INV 15" IN (SW)= 1233.32
INV 8" IN (NW) = 1237.3 +/-
(MATCH INVERT)(OUTSIDE DROP)
INV 18" OUT (E)= 1233.12
STA 116+24, MH-9
RIM= 1243.20
INV 18" IN (W)= 1232.33
INV 8" IN (S) = 1234.0 +/-
(MATCH INVERT)
INV 18" OUT (E)= 1232.23
EXISTING GRADE
2
1
3'
M
I
N
I
M
U
M
CO
V
E
R
(
T
Y
P
)
3'
M
I
N
I
M
U
M
CO
V
E
R
(
T
Y
P
)
58 LF - 15" PVC SDR-26 @ 0.50%
106 LF - 15" PVC SDR-26 @ 0.50%
263 LF - 18" PVC PS-115 @ 0.30%
STA 119+56
EXISTING 12"
FORCE MAIN
INV 1242.0 +/-
STA 116+79
EXISTING 6" WATER LINE
UNKNOWN DEPTH
STA 118+16
EXISTING 24"
STORM SEWER
INV 1238.6 +/-
STA 119+61
UNDERGROUND ELECTRIC
UNKNOWN DEPTH
1
STA 118+67
EXISTING
UNDERGROUND
ELECTRIC
UNKNOWN DEPTH
1240
1239
1241
12421243
1244
1240
1245
1241
1242
1243
124
4
12
4
5
12
4
5
12
4
6
12
4
6
12
4
7
12
4
7
12
4
5
12
4
1
12
4
1
12
4
2
12
4
2
12
4
3
12
4
3
12
4
4
12
4
6
12
4
3
1243
GA
S
SWEPCO
N RIM ELEV. 1244.75
10" CLAY OUT E 1235.83
10" CLAY IN SE 1236.4
8" PVC IN NW 1236.68
SS
SS
SS
SS
SSSSSSSSSSSSSSSS
SS
SS
SS
FM
FM FM
N RIM ELEV. 1243.27
12" ? OUT E 1233.31
12" ? IN W 1233.45
8" ? IN N 1233.36
N RIM ELEV. 1246.89
TOP OF 8"? PVC 1242.30
SS
SS
SS
SS
SS PER GIS (NOT FIELD LOCATED)
SS
SS
SS
SS
SS
SS
UGE SS
SS
UGE UGE UGEUG
E
UGE
UGE UGE UGEUG
E
FMFMFMFMFMFMFMFMFM
FM
FM
FM
FM
FM
W
W
W
W
RO
W
RO
W
RO
W
RO
W
RO
W
RO
W
CITY OF
FAYETTEVILLE
PN: 765-15531-001
DEED 2009-35547
29
TRACT
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
115+00 116+00 117+00 118+00
11
9
+
0
0
12
0
+
0
0
S
S
S
UG
E
TCE
TC
E
TC
E
TC
E
TC
E
STA 119+56
EXISTING 12" FORCE MAIN
STA 116+79
EXISTING 6" WATER LINE
18" PVC PS-115
15" PVC SDR 26
25'
P
E
ABANDON EXISTING MANHOLE
AFTER NEW SANITARY SEWER
IS PLACED IN SERVICE
CUT AND PLUG 8"
SANITARY SEWER (S)
ABANDON EXISTING MANHOLE
AFTER NEW SANITARY SEWER
IS PLACED IN SERVICE
CUT AND PLUG 8"
SANITARY SEWER (S)
STA 118+16
EXISTING STORM
STA 119+61
UNDERGROUND ELECTRIC
WORKING LIMITS
20'
T
C
E
35 LF OF GRAVEL
DRIVE REPAIR
STA 116+60
TRENCH DAM
SEE DETAIL
WOTUS CROSSING (DR26)
SEE SHEET C33.
INSTALL CHECK DAMS AND
LIMIT DISTURBANCE TO EXISTING
PERENNIAL STREAM (DR25).
DO NOT DISTURB OUTSIDE
OF PERMANENT EASEMENT.
STA 116+24, MH-9
CONSTRUCT 5' DIAMETER MANHOLE WITH
WATERTIGHT FRAME AND GASKETED COVER
OVER EXISTING 8" SANITARY SEWER
STA 118+87, MH-10
CONSTRUCT 5' DIAMETER FLAT TOP DROP MANHOLE
WITH WATERTIGHT FRAME AND GASKETED COVER
OVER EXISTING 8" SANITARY SEWER
6" SCREEN VENT = 1247.50
STA 119+44, MH-11
CONSTRUCT 4' DIAMETER MANHOLE WITH
WATERTIGHT FRAME AND GASKETED COVER
INSTALL SEWER MARKER POST
50
'
0 10 20 4020
1 inch = 20ft.
( IN FEET )
PLAN SCALE
GRAVITY MAIN ALIGNMENT PROFILE
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
SCALE:
DATE:
DRAWN BY:DESIGNED BY:
JOB NUMBER:
ORIGINAL SIGNATURE ON FILE
REVISION:
RE
V
I
S
I
O
N
S
RE
V
DA
T
E
DE
S
C
R
I
P
T
I
O
N
HT
T
P
:
/
/
W
W
W
.
M
C
E
.
U
S
.
C
O
M
PRELIMINARY
NOT FOR
CONSTRUCTION
1 BASED ON CONSTANT SLOPE BETWEEN EXISTING MANHOLES.
2 BASED ON HYDRO EXCAVATION IN THE VICINITY.
3 CONTRACTOR SHALL VERIFY ELEVATION PRIOR TO INSTALLING SANITARY SEWER.
UTILITY KEYNOTES
15
8
0
E
S
T
E
A
R
N
S
S
T
FA
Y
E
T
T
E
V
I
L
L
E
,
A
R
K
A
N
S
A
S
7
2
7
0
3
(4
7
9
)
4
4
3
-
2
3
7
7
C
20
2
4
SE
W
E
R
S
Y
S
T
E
M
T
O
F
A
Y
E
T
T
E
V
I
L
L
E
LI
F
T
S
T
A
T
I
O
N
A
N
D
GR
E
E
N
L
A
N
D
,
A
R
K
A
N
S
A
S
GRAVITY MAIN
STA 115+00 TO
STA 120+00
TLW JCW
MAY 2024 IFC
AS NOTED 21-2120
C-21W:
\
2
0
2
1
\
2
1
-
2
1
2
0
-
G
r
e
e
n
l
a
n
d
W
a
s
t
e
w
a
t
e
r
S
y
s
t
e
m
R
e
h
a
b
i
l
i
t
a
t
i
o
n
\
D
e
s
i
g
n
D
r
a
w
i
n
g
s
\
S
h
e
e
t
s
\
G
M
S
h
e
e
t
s
.
d
w
g
,
P
R
I
N
T
E
D
O
N
:
Ma
y
1
0
,
2
0
2
4
@
10
:
1
1
A
M
MA
T
C
H
L
I
N
E
ST
A
1
1
5
+
0
0
SH
E
E
T
C-
2
0
MA
T
C
H
L
I
N
E
ST
A
1
1
5
+
0
0
SH
E
E
T
C-
2
0
MA
T
C
H
L
I
N
E
ST
A
1
2
0
+
0
0
SH
E
E
T
C-
2
2
MATCHLINE
STA 120+00
SHEET C-22
BID S
C
H
E
D
U
L
E
3
GREE
N
L
A
N
D
GRAV
I
T
Y
M
A
I
N
BID S
C
H
E
D
U
L
E
4
FAYE
T
T
E
V
I
L
L
E
SEWE
R
U
P
S
I
Z
E
BID SCHEDULE 3
GREENLAND
GRAVITY MAIN
BID SCHEDULE 4
FAYETTEVILLE
SEWER UPSIZE
1.ALL MANHOLE COVERS WITHIN BID SCHEDULE 4 TO INCLUDE
WORDS "FAYETTEVILLE ARKANSAS"
2.THE EXACT LOCATION OF NUMBER OF SEWER SERVICES IS NOT
KNOWN. THE CONTRACTOR SHALL LOCATE, PROTECT, AND
MAINTAIN ALL SEWER SERVICES. ANY DAMAGE WILL BE THE
CONTRACTOR'S RESPONSIBILITY TO REPAIR. CONTRACTOR
SHALL TRANSFER SERVICES TO NEW MAIN.
PLAN NOTES
05-14-2024
124
3
1243
SSSSSSSSSS
SS
SS
SS
113+
0
0
114+00 115
S
STA
1
1
3
+
4
6
,
M
H
-
8
CON
S
T
R
U
C
T
5
'
D
I
A
M
E
T
E
R
M
A
N
H
O
L
E
W
I
T
H
WATE
R
T
I
G
H
T
F
R
A
M
E
A
N
D
G
A
S
K
E
T
E
D
C
O
V
E
R
INS
T
A
L
L
S
E
W
E
R
M
A
R
K
E
R
P
O
S
T
MA
T
C
H
L
I
N
E
ST
A
1
1
5
+
0
0
SH
E
E
T
C-
2
0
1220
1225
1230
1235
1240
1245
1250
1255
1260
MA
T
C
H
L
I
N
E
1220
1225
1230
1235
1240
1245
1250
1255
1260
114+00 115+00
STA 113+46, MH-8
RIM= 1242.91
INV 18" IN (W)= 1231.40
INV 18" OUT (SE)= 1231.30
278 LF - 18" PVC PS-115 @ 0.30%
MA
T
C
H
L
I
N
E
ST
A
1
1
5
+
0
0
SH
E
E
T
C-
2
1
115+00
PLAN
5'
-
1
/
4
"
7'
-
6
"
STA 118+30
NEW MH 10B
SET PRE-CAST MH
NEW STA 118+00
NEW MH 10A
NEW CAST IN PLACE MH
N
S
EW
SW SE
NENW
30'-1
0
3
/
4
"
~30 LF (SWbW)
18" PVC PS-115
10'-0"
177'-11 3/4"
~175 LF (W)
18" PVC PS-115
NEW STA 116+25
NEW MH 10A
NEW PRE-CAST MH
SHIFT MH-9
~5LF DUE NORTH
PER FIELD
DISCUSSION AND
COORDINATION
5'
-
1
0
1
/
4
"
10
'
-
0
"
1232.92
0'
-
2
1
/
2
"
STA 118+00, NEW MH 10A
26
'
-
5
"
24
'
-
8
3
/
4
"
~113+
5
0
TIE INTO MH-8 ON
EXISTING GRADE
& ALIGNMENT
271'-7 1/2"
SET DESIGN MH 9
~5 DUE NORTH OF
DESIGN LOCATION
CONTRACTOR SHALL RESUME CONSTRUCTION IN
ACCORDANCE WITH IFC DESIGN AT MH-8.
STA 118+30
NEW MH 9B
SET NEW MH
STA 118+00
NEW MH 9A
SET NEW MH
6'
-
3
"
STA 118+30
NEW MH 9B
STA 118+00
NEW MH 9A
(day) (width) (depth) (length)
8 3 4 58 696 25.78
3 4 42 504 18.67
8 8 2 128 4.74
8 8 2 128 4.74
12 4 2 98 784 29.04
13 4 2 66 528 19.56
3.5 1.5 160 840 31.11
3.5 1.5 168 882 32.67
8 8 1.5 96 3.56
8 8 1.5 96 3.56
3.5 1.5 98 514.5 19.06
4 2 62 496 18.37
4 2 84 672 24.89
31 4 2 28 224 8.30
3 4 1 84 336 12.44
4 4 1 50 200 7.41
5 4 1 70 280 10.37
10 4 1 150 600 22.22
13 4 1 150 600 22.22
16 4 1 150 600 22.22
SCHEDULE 4 - ROCK EXCAVATION
TOTAL
(yd3)
TOTAL ROCK (CY) 340.91
May
June
30
Date
(month)
1) Daily rock excavation numbers from MCE observer's daily reports
2) Rock excavation quantities recorded are less than total billed by Orr
3) Relevant observation reports - Attachment A
9
15
16
Dimensions (ft)TOTAL
(ft3)
1580 East Stearns Street
Fayetteville, AR 72703
(479) 443.2377 P | (479) 443.9241 F
mce.us.com
(day) (width) (depth) (length)
8 3 4 58 696 25.78
3 4 42 504 18.67
8 8 2 128 4.74
8 8 2 128 4.74
12 4 2 98 784 29.04
13 4 2 66 528 19.56
3.5 1.5 160 840 31.11
3.5 1.5 168 882 32.67
8 8 1.5 96 3.56
8 8 1.5 96 3.56
3.5 1.5 98 514.5 19.06
4 2 62 496 18.37
4 2 84 672 24.89
31 4 2 28 224 8.30
3 4 1 84 336 12.44
4 4 1 50 200 7.41
5 4 1 70 280 10.37
10 4 1 150 600 22.22
13 4 1 150 600 22.22
16 4 1 150 600 22.22
SCHEDULE 4 - ROCK EXCAVATION
TOTAL
(yd3)
TOTAL ROCK (CY) 340.91
May
June
30
Date
(month)
1) Daily rock excavation numbers from MCE observer's daily reports
2) Rock excavation quantities recorded are less than total billed by Orr
3) Relevant observation reports - Attachment A
9
15
16
Dimensions (ft)TOTAL
(ft3)
ATTACHMENT A
RFI 12 - Gravity Sewer Realignment
& Additional MHs
Construction Reports for
Rock Excavation Review
Observer
Project
Date
Job #
Report #
Contractor
Sunny Partly Cloudy Temperature Min (F)
Cloudy Rain Temperature Max (F)
Rained Out Rainfall Amount (In.)
HOURS WORKED SITE CONDITIONS EQUIPMENT WORKING
TRACKHOE BACKHOE TRENCHER SCRAPER DOZER
AM Acceptable
GRADER COMPACTOR PAVER PUMPS
PM Partly Useable
Not Workable CONC. VIBRATOR DUMP TRUCKS SKIDDER SKYTRACK
PERSONNEL WORKING
Superintendent Foreman Operators Laborers
DESCRIPTION & LOCATION OF WORK IN PROGRESS (Also photos, tests, results, deficiencies, delays, etc.)
Date
Report #
Observer
Project
Date
Job #
Report #
Contractor
Sunny Partly Cloudy Temperature Min (F)
Cloudy Rain Temperature Max (F)
Rained Out Rainfall Amount (In.)
HOURS WORKED SITE CONDITIONS EQUIPMENT WORKING
TRACKHOE BACKHOE TRENCHER SCRAPER DOZER
AM Acceptable
GRADER COMPACTOR PAVER PUMPS
PM Partly Useable
Not Workable CONC. VIBRATOR DUMP TRUCKS SKIDDER SKYTRACK
PERSONNEL WORKING
Superintendent Foreman Operators Laborers
DESCRIPTION & LOCATION OF WORK IN PROGRESS (Also photos, tests, results, deficiencies, delays, etc.)
Observer
Project
Date
Job #
Report #
Contractor
Sunny Partly Cloudy Temperature Min (F)
Cloudy Rain Temperature Max (F)
Rained Out Rainfall Amount (In.)
HOURS WORKED SITE CONDITIONS EQUIPMENT WORKING
TRACKHOE BACKHOE TRENCHER SCRAPER DOZER
AM Acceptable
GRADER COMPACTOR PAVER PUMPS
PM Partly Useable
Not Workable CONC. VIBRATOR DUMP TRUCKS SKIDDER SKYTRACK
PERSONNEL WORKING
Superintendent Foreman Operators Laborers
DESCRIPTION & LOCATION OF WORK IN PROGRESS (Also photos, tests, results, deficiencies, delays, etc.)
Observer
Project
Date
Job #
Report #
Contractor
Sunny Partly Cloudy Temperature Min (F)
Cloudy Rain Temperature Max (F)
Rained Out Rainfall Amount (In.)
HOURS WORKED SITE CONDITIONS EQUIPMENT WORKING
TRACKHOE BACKHOE TRENCHER SCRAPER DOZER
AM Acceptable
GRADER COMPACTOR PAVER PUMPS
PM Partly Useable
Not Workable CONC. VIBRATOR DUMP TRUCKS SKIDDER SKYTRACK
PERSONNEL WORKING
Superintendent Foreman Operators Laborers
DESCRIPTION & LOCATION OF WORK IN PROGRESS (Also photos, tests, results, deficiencies, delays, etc.)
Observer
Project
Date
Job #
Report #
Contractor
Sunny Partly Cloudy Temperature Min (F)
Cloudy Rain Temperature Max (F)
Rained Out Rainfall Amount (In.)
HOURS WORKED SITE CONDITIONS EQUIPMENT WORKING
TRACKHOE BACKHOE TRENCHER SCRAPER DOZER
AM Acceptable
GRADER COMPACTOR PAVER PUMPS
PM Partly Useable
Not Workable CONC. VIBRATOR DUMP TRUCKS SKIDDER SKYTRACK
PERSONNEL WORKING
Superintendent Foreman Operators Laborers
DESCRIPTION & LOCATION OF WORK IN PROGRESS (Also photos, tests, results, deficiencies, delays, etc.)
Observer
Project
Date
Job #
Report #
Contractor
Sunny Partly Cloudy Temperature Min (F)
Cloudy Rain Temperature Max (F)
Rained Out Rainfall Amount (In.)
HOURS WORKED SITE CONDITIONS EQUIPMENT WORKING
TRACKHOE BACKHOE TRENCHER SCRAPER DOZER
AM Acceptable
GRADER COMPACTOR PAVER PUMPS
PM Partly Useable
Not Workable CONC. VIBRATOR DUMP TRUCKS SKIDDER SKYTRACK
PERSONNEL WORKING
Superintendent Foreman Operators Laborers
DESCRIPTION & LOCATION OF WORK IN PROGRESS (Also photos, tests, results, deficiencies, delays, etc.)
Observer
Project
Date
Job #
Report #
Contractor
Sunny Partly Cloudy Temperature Min (F)
Cloudy Rain Temperature Max (F)
Rained Out Rainfall Amount (In.)
HOURS WORKED SITE CONDITIONS EQUIPMENT WORKING
TRACKHOE BACKHOE TRENCHER SCRAPER DOZER
AM Acceptable
GRADER COMPACTOR PAVER PUMPS
PM Partly Useable
Not Workable CONC. VIBRATOR DUMP TRUCKS SKIDDER SKYTRACK
PERSONNEL WORKING
Superintendent Foreman Operators Laborers
DESCRIPTION & LOCATION OF WORK IN PROGRESS (Also photos, tests, results, deficiencies, delays, etc.)
Date
Report #
Observer
Project
Date
Job #
Report #
Contractor
Sunny Partly Cloudy Temperature Min (F)
Cloudy Rain Temperature Max (F)
Rained Out Rainfall Amount (In.)
HOURS WORKED SITE CONDITIONS EQUIPMENT WORKING
TRACKHOE BACKHOE TRENCHER SCRAPER DOZER
AM Acceptable
GRADER COMPACTOR PAVER PUMPS
PM Partly Useable
Not Workable CONC. VIBRATOR DUMP TRUCKS SKIDDER SKYTRACK
PERSONNEL WORKING
Superintendent Foreman Operators Laborers
DESCRIPTION & LOCATION OF WORK IN PROGRESS (Also photos, tests, results, deficiencies, delays, etc.)
Observer: Luis Martinez
Project: Greenland
QC: Signed:
DATE
06/03/2025
WORK DAY
Working
SITE CONDITIONS
Acceptable
JOB #
212120
CONTRACTOR
ORR Construction
HOURS WORKED
Start: 07:00
End: 19:00
WEATHER CONDITIONS
Sunny
EQUIPMENT WORKING
Trackhoes
Skidders
QTY
2
1
PERSONNEL WORKING
Laborers
Foreman
Operators
QTY
8
1
2
DESCRIPTION & LOCATION OF WORK IN PROGRESS
The crew began excavation for a 36-inch casing using open cut 45. During trenching, they encountered significant rock formations, which
slowed progress and required additional effort to remove. Due to high groundwater levels within the trench, three pumps were operated
simultaneously to control water accumulation and maintain workable conditions. Despite the challenges, the crew successfully installed 84
feet of 18-inch sewer pipe by the end of the workday. you can find this on section 105 on the blueprints .
18” sewer pipe.84’
Trenching 10’-14’= 84’
Rock excavation 84’x4’x1’-6” =18.66
36” steel casing by open cut. 45’
CORRISPONDENCE
MATERIALS
Item Qty Unit Location Description
Pipe 84 Feet
Casing 30 Feet
LOCATION
22-2119: Fayetteville's Schedule
Date: 06/03/2025
IMAGES
Observer: Luis Martinez
Project: Greenland
QC: Signed:
DATE
06/04/2025
WORK DAY
Working
SITE CONDITIONS
Acceptable
JOB #
212120
CONTRACTOR
ORR Construction
HOURS WORKED
Start: 07:00
End: 19:00
WEATHER CONDITIONS
Sunny
EQUIPMENT WORKING
Trackhoes
Skidders
QTY
2
1
PERSONNEL WORKING
Laborers
Foreman
Operators
QTY
8
1
2
DESCRIPTION & LOCATION OF WORK IN PROGRESS
ORR
In the morning, the crew spent approximately two hours pumping out groundwater from the trench to prepare the site for pipe i nstallation.
Once dewatering was complete, they proceeded to install 140 feet of 18 -inch sewer pipe. After the lunch break, the crew installed Manhole
#6. Progress was slower than usual due to ongoing challenges with rock excavation throughout the day. You can find this on se ction 108 on
the blueprints.
6/4/25. 18” sewer pipe. 140’
Trenching 10’-14’= 140’
Rock excavation 50’x1’x4’ =14.81 cy
5’ dia manhole = 1
5’ dia extra depth manhole = 4. VF
CORRISPONDENCE
MATERIALS
Item Qty Unit Location Description
Pipe 140 Feet
LOCATION
22-2119: Fayetteville's Schedule
Date: 06/04/2025
IMAGES
Observer: Luis Martinez
Project: Greenland
QC: Signed:
DATE
06/05/2025
WORK DAY
Working
SITE CONDITIONS
Acceptable
JOB #
212120
CONTRACTOR
ORR Construction
HOURS WORKED
Start: 07:00
End: 20:00
WEATHER CONDITIONS
Sunny
EQUIPMENT WORKING
Trackhoes
Skidders
QTY
2
1
PERSONNEL WORKING
Laborers
Foreman
Operators
QTY
8
1
2
DESCRIPTION & LOCATION OF WORK IN PROGRESS
ORR
It was a productive day on site. The crew began by installing Manhole #5 and constructing a drop structure for it. Following that, they
proceeded with the installation of a casing open cut 30. In addition to these tasks, the crew successfully installed 196 feet of 18-inch sewer
pipe, you can find this on section 106 on the blueprints.
18” sewer pipe. 196’
Trenching 10’-14’= 196’
Rock excavation 70’x1’x4’ =10.37cy
5’ dia manhole = 1
5’ dia extra depth manhole = 3.5 VF
36” casing by open cut = 30’
CORRISPONDENCE
MATERIALS
Item Qty Unit Location Description
Pipe 196 Feet
LOCATION
22-2119: Fayetteville's Schedule
Date: 06/05/2025
IMAGES
Observer: Luis Martinez
Project: Greenland
QC: Signed:
DATE
06/10/2025
WORK DAY
Working
SITE CONDITIONS
Acceptable
JOB #
212120
CONTRACTOR
ORR Construction
HOURS WORKED
Start: 07:00
End: 19:00
WEATHER CONDITIONS
Sunny
EQUIPMENT WORKING
Trackhoes
Skidders
QTY
2
1
PERSONNEL WORKING
Laborers
Foreman
Operators
QTY
6
1
2
DESCRIPTION & LOCATION OF WORK IN PROGRESS
ORR
Today, the crew installed 350 feet of 18-inch sewer main. They also installed manhole number 3 and completed the framing and pouring of
the drop structure for the manhole. Significant rock excavation was performed throughout the day. To conclude the day’s work, a trench
dam was constructed as detailed in Section 104 of the blueprints.
18” sewer pipe. 350’
Trenching 10’-14’= 350’
Rock excavation 150’x1’x4’ =22.22 cy
5’ dia extra depth manhole = 9.5VF
5’ día drop manhole 1
Trench dam 2
CORRISPONDENCE
MATERIALS
Item Qty Unit Location Description
Pipe 25
LOCATION
22-2119: Fayetteville's Schedule
Date: 06/10/2025
IMAGES
Observer: Luis Martinez
Project: Greenland
QC: Signed:
DATE
06/13/2025
WORK DAY
Non-Working (Weather)
SITE CONDITIONS
Not Workable
JOB #
212120
CONTRACTOR
ORR Construction
HOURS WORKED
Start: 07:00
End: 19:00
WEATHER CONDITIONS
Rain
EQUIPMENT WORKING
Trackhoes
Skidders
QTY
2
1
PERSONNEL WORKING
Laborers
Foreman
Operators
QTY
6
1
2
DESCRIPTION & LOCATION OF WORK IN PROGRESS
Work was not possible today due to persistent rain. The crew returned to Oklahoma. Rain is also forecasted for Thursday and F riday, so no
work is expected until the weather clears.
18” sewer pipe. 350’
Trenching 10’-14’= 350’
Rock excavation 150’x1’x4’ =22.22 cy
5’ dia extra depth manhole = 9.5VF
5’ día drop manhole 1
Trench dam 2
CORRISPONDENCE
MATERIALS
Item Qty Unit Location Description
Pipe 25
LOCATION
22-2119: Fayetteville's Schedule
Observer: Luis Martinez
Project: Greenland
QC: Signed:
DATE
06/16/2025
WORK DAY
Non-Working
SITE CONDITIONS
Not Workable
JOB #
212120
CONTRACTOR
ORR Construction
HOURS WORKED
Start: 07:00
End: 19:00
WEATHER CONDITIONS
Partly Cloudy
EQUIPMENT WORKING
Trackhoes
Skidders
QTY
2
1
PERSONNEL WORKING
Laborers
Foreman
Operators
QTY
6
1
2
DESCRIPTION & LOCATION OF WORK IN PROGRESS
The crew did not perform any pipe installation today due to poor site conditions. Most of the day was spent pumping groundwat er, which
continues to flow into the trench area. The site remains extremely muddy and not workable for excavation. Crews focused o n general
cleanup.
18” sewer pipe. 350’
Trenching 10’-14’= 350’
Rock excavation 150’x1’x4’ =22.22 cy
5’ dia extra depth manhole = 9.5VF
5’ día drop manhole 1
Trench dam 2
CORRISPONDENCE
MATERIALS
Item Qty Unit Location Description
Pipe 25
LOCATION
22-2119: Fayetteville's Schedule
22-2119
OC24020
12 From 09/21/25 to 10/25/25 10/31/25
A C D E F G H I J K L
Item Quantity Units
Unit Price
($)
Value of Bid Item
(C X E)
($)
Estimated
Quantity
Incorporated in
the Work
Value of Work
Completed to Date
(E X G)
($)
4.01 1.00 LS 40,000.00 40,000.00 1.00 40,000.00 40,000.00 100% -
4.02 1.00 LS 50,000.00 50,000.00 1.00 50,000.00 50,000.00 100% -
4.03 1.00 LS 50,000.00 50,000.00 1.00 50,000.00 50,000.00 100% -
4.04 1.00 LS 5,000.00 5,000.00 1.00 5,000.00 5,000.00 100% -
4.05 1.00 LS 5,000.00 5,000.00 1.00 5,000.00 5,000.00 100% -
4.06 1.00 LS 40,459.14 40,459.14 1.00 40,459.14 40,459.14 100% -
4.07 1,860.00 LF 129.31 240,517.53 1,860.00 240,517.53 240,517.53 100% -
1,860.00 LF 7.61 14,148.09 1,860.00 14,148.09 14,148.09 100% -
1,860.00 LF 12.17 22,636.94 1,860.00 22,636.94 22,636.94 100% -
1,860.00 LF 3.04 5,659.24 1,860.00 5,659.24 5,659.24 100% -
4.08 20.00 LF 87.55 1,751.00 20.00 1,751.00 1,751.00 100% -
20.00 LF 5.15 103.00 20.00 103.00 103.00 100% -
20.00 LF 8.24 164.80 20.00 164.80 164.80 100% -
20.00 LF 2.06 41.20 20.00 41.20 41.20 100% -
4.09 240.00 LF 40.00 9,600.00 240.00 9,600.00 9,600.00 100% -
4.10 1,580.00 LF 50.00 79,000.00 1,580.00 79,000.00 79,000.00 100% -
4.11 100.00 LF 150.00 15,000.00 100.00 15,000.00 15,000.00 100% -
4.12 6.00 EA 8,500.00 51,000.00 6.00 51,000.00 51,000.00 100% -
4.13 1.00 EA 9,000.00 9,000.00 1.00 9,000.00 9,000.00 100% -
4.14 2.00 EA 12,000.00 24,000.00 2.00 24,000.00 24,000.00 100% -
4.15 1.00 EA 13,500.00 13,500.00 1.00 13,500.00 13,500.00 100% -
4.16 36.00 VF 350.00 12,600.00 36.00 12,600.00 12,600.00 100% -
4.17 20.00 VF 400.00 8,000.00 20.00 8,000.00 8,000.00 100% -
4.18 110.00 VF 650.00 71,500.00 110.00 71,500.00 71,500.00 100% -
4.19 1.00 EA 6,500.00 6,500.00 1.00 6,500.00 6,500.00 100% -
4.20 2.00 VF 300.00 600.00 2.00 600.00 600.00 100% -
4.21 8.00 VF 525.00 4,200.00 8.00 4,200.00 4,200.00 100% -
4.22 11.00 EA 1,336.00 14,696.00 11.00 14,696.00 14,696.00 100% -
4.23 75.00 LF 836.20 62,715.00 75.00 62,715.00 62,715.00 100% -
4.24 1.00 EA 2,500.00 2,500.00 1.00 2,500.00 2,500.00 100% -
4.25 2.00 EA 2,500.00 5,000.00 2.00 5,000.00 5,000.00 100% -
4.26 6.00 EA 2,715.50 16,293.00 6.00 16,293.00 16,293.00 100% -
4.27 1.00 EA 28,983.00 28,983.00 1.00 28,983.00 28,983.00 100% -
4.28 1,910.00 LF 5.00 9,550.00 1,910.00 9,550.00 9,550.00 100% -
4.29 1.00 EA 2,500.00 2,500.00 1.00 2,500.00 2,500.00 100% -
4.30 40.00 LF 50.00 2,000.00 40.00 2,000.00 2,000.00 100% -
4.31 30.00 SY 225.00 6,750.00 30.00 6,750.00 6,750.00 100% -
4.32 210.00 TONS 40.00 8,400.00 210.00 8,400.00 8,400.00 100% -
4.33 3.00 EA 1,000.00 3,000.00 3.00 3,000.00 3,000.00 100% -
4.34 100.00 CY 250.00 25,000.00 100.00 25,000.00 25,000.00 100% -
4.35 50.00 CY 250.00 12,500.00 50.00 12,500.00 12,500.00 100% -
4.36 100.00 TONS 65.00 6,500.00 100.00 6,500.00 6,500.00 100% -
4.37 40.00 LF 334.40 13,376.00 40.00 13,376.00 13,376.00 100% -
- - - -
- - - -
- - - -
- - - -
- - - -
- - - -
999,743.94$ 999,743.94$ -$ 999,743.94$ 100% -$
- - - -
4.09 94.00 LF (40.00) (3,760.00) 94.00 (3,760.00) (3,760.00) 100% -
4.10 90.00 LF 50.00 4,500.00 90.00 4,500.00 4,500.00 100% -
4.11 36.00 LF (150.00) (5,400.00) 36.00 (5,400.00) (5,400.00) 100% -
4.12 2.00 EA 8,500.00 17,000.00 2.00 17,000.00 17,000.00 100% -
4.16 14.00 VF 350.00 4,900.00 14.00 4,900.00 4,900.00 100% -
4.18 26.00 VF 650.00 16,900.00 26.00 16,900.00 16,900.00 100% -
4.21 4.00 VF (525.00) (2,100.00) 4.00 (2,100.00) (2,100.00) 100% -
4.22 2.00 EA 1,336.00 2,672.00 2.00 2,672.00 2,672.00 100% -
4.31 18.00 CY (225.00) 4,050.00 18.00 (4,050.00) (4,050.00) -100% 8,100.00
4.32 2.50 TONS 40.00 100.00 2.50 100.00 100.00 100% -
4.34 169.68 CY 250.00 42,420.00 169.68 42,420.00 42,420.00 100% -
4.35 50.00 CY (250.00) (12,500.00) 50.00 (12,500.00) (12,500.00) 100% -
4.36 100.00 TONS (65.00) (6,500.00) 100.00 (6,500.00) (6,500.00) 100% -
- - - -
- - - -
62,282.00$ 54,182.00$ -$ 54,182.00$ 87% 8,100.00$
54,106.08$
1,062,025.94$ 1,053,925.94$ -$ 1,053,925.94$ 99% 8,100.00$
CO 1 45743.94
CO 2 41472
B
Original Contract
% of
Value of
Item
(J / F)
(%)
Balance to Finish (F
- J)
($)Description
Work Completed
Final Project Reconciliation
Owner's Project No.:
Engineer's Project No.:
Contractor's Project No.:
City of Fayetteville, AR
McClelland Consulting Engineers, Inc.
Orr Construction, Inc.
Lift Station and Sewer System to Fayetteville
Owner:
Engineer:
Contractor:
Project:
Contract:
Application Date:Application Period:Application No.:
Materials Currently
Stored (not in G)
($)
Work Completed
and Materials
Stored to Date
(H + I)
($)
Contract Information
Bid Item
No.
Project Totals
Change Order 2 Fayetteville Sch 4 Final Reconciliation
Rock Excavation
Flowable Fill, as directed by the Engineer
Trench and Bank Stabilization material, as directed by the
Change Order Totals
Original Contract and Change Orders
5' Diameter Manhole, Up to 6' Depth
5' Diameter Manhole, Extra Depth Over 6'
5' Diameter Manhole, Epoxy Coating
Watertight Frame and Gasketed Cover
Full Depth Class 7 Backfill
Gravity Sewer main Trenching & Backfill 10'-14' Depth
Gravity Sewer main Trenching & Backfill 0'-10' Depth
Gravity Sewer main trenching & backfill 14'-18' Depth
4' Dia Manhole epoxy coating
Asphalt Pavement Repair
Mobilization
Bonds & Insurance
Schedule 4 Fayetteville Sewer Upsize
Act 291, 1993 Trench & Excavation Safety System
Pre-Construction Video
Traffic Control
Environmental Compliance & Erosion & Sediment Control
18" PVC PS-115 Sewer main
18" PVC PS-115 Sewer main
18" PVC PS-115 Sewer main
18" PVC PS-115 Sewer main
8" PVC SDR-26 Sewer Main
5' dia drop manhole up to 6' depth
5' dia flat top manhole with vent, up to 6' depth
5' dia flat top drop manhole with vent up to 6' depth
5' dia manhole extra depth over 6'
5' dia drop manhole extra depth over 6'
8" PVC SDR-26 Sewer Main
Gravity Sewer main Trenching & Backfill 0'-10' Depth
Gravity Sewer main Trenching & Backfill 10'-14' Depth
Gravity Sewer main trenching & backfill 14'-18' Depth
5' dia manhole up to 6' depth
8" PVC SDR-26 Sewer Main
8" PVC SDR-26 Sewer Main
36" Min. Dia. Steel Casing by Open Cut
Remove Existing MH
Abandon Existing MH
Cut & Plug Existing Sewer Service
Install Inserta Valve
5' dia manhole epoxy coating
4' Dia Manhole, up to 6' depth
4' Dia Manhole, extra depth over 6'
4' Dia Manhole epoxy coating
Watertight Frame and Gasketed Cover
Trench Dam
Rock Excavation
Flowable Fill, as directed by the Engineer
Trench and Bank Stabilization material, as directed by the
18" DIP Sewer Main
Post-Construction CCTV Inspection of Sewer Main
Fence Repair
Gravel Drive Repair
Asphalt Pavement Repair
Full Depth Class 7 Backfill
Original Contract Totals
Change Orders
Unit Price
EJCDC C-620 Contractor's Application for Payment
(c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.1 of 1
1580 East Stearns Street
Fayetteville, AR 72703
(479) 443.2377 P | (479) 443.9241 F
mce.us.com
Comments:
2024-250Purchase Order Number:
Change Order Number:1
Previous Ordinance or Resolution #7-24
Approval Date:
Original Contract Number:2024-7
04039.2301
Budget Impact:
Water & Sewer Cost Sharing
Water and Sewer5400.720.5700-5815.00
City of Fayetteville Staff Review Form
2025-0950
N/A
Staff recommends approval to utilize contingency funds in the amount of $99,925.94 for the City of Greenland
sewer cost share project.
N/A for Non-Agenda Item
Action Recommendation:
Tim Nyander WATER SEWER (720)
Division / Department
12/4/2025
Submitted Date
Yes
1,054,201.04$
99,925.94$
V20221130
Budgeted Item?
Does item have a direct cost?
Is a Budget Adjustment attached?
Total Amended Budget
Expenses (Actual+Encum)
Item Cost
Budget Adjustment
Remaining Budget
3,062,335.00$
2,008,133.96$
Yes
No -$
954,275.10$
12-12-2025
TO: Mayor Molly Rawn
THRU: Keith Macedo, Chief of Staff
FROM: Tim Nyander, Utilities Director
DATE: December 4, 2025
SUBJECT: City of Greenland – Contingency Funds for Sewer Cost Share
RECOMMENDATION:
Staff recommends approval to utilize contingency funds in the amount of $99,925.94 for the City
of Greenland sewer cost share project.
BACKGROUND:
Resolution 7-24 passed City Council approval on January 2, 2024, which authorized a cost
share agreement with the City of Greenland in an amount not to exceed $954,000.00 and a
contingency in the amount of $100,000.00. The City’s portion of the cost share is for the
upsizing of a sanitary sewer line from 12-inch to 18-inch.
DISCUSSION:
The construction project for the sewer line is complete, and McClelland Consulting Engineers
and City Staff have reconciled the final project quantities and determined the total amount that
the City of Fayetteville owes the City of Greenland.
It was determined that two additional sewer manholes and a gravity sewer realignment were
needed during construction. Also, material price increases and rock excavation contributed to
the increased overall project cost. Contingency funds are needed in the amount of $99,925.94,
for a total City cost share amount of $1,053,925.94. Staff recommends approval of the use of
available contingency funds in the amount of $99,925.94.
BUDGET/STAFF IMPACT:
Funds are available in the Water & Sewer Impact Fee Cost Sharing account, and the project
contingency in the amount of $100,000.00 was previously approved by Resolution 7-24.
Attachments:
McClelland Reconciliation Documents
Resolution 7-24
City of Fayetteville 22-2119
03/14/2022
22-2119
954,000.00
954,000.00
45,743.94
999,743.94
Only reflect costs associated with
Fayetteville's portion of the project.
No signatures, but can be revised
and made official as necessary.
EJCDC C-941 Change Order
Prepared by the Engineers Joint Contract Documents Committee and endorsed by the Construction Specifications Institute.
Page 1 of 2
Section 00 68 00-1
Change Order
No. 2
Date of Issuance: Effective Date:
Project: Lift Station and Sanitary
Sewer to Fayetteville
Owner: City of Fayetteville
Owner's Contract No.: 22-2119
Contract:
Date of Contract: 03/14/2022
Contractor: Orr Construction, Inc.
Engineer's Project No.: 22-2119
The Contract Documents are modified as follows upon execution of this Change Order:
Description:
1) Additional Manholes and Realignment
During construction, the existing Fayetteville Sewer Force Main was incorrectly marked and was damaged by the
Contractor. To maintain proper slope and drops, two (2) additional manholes were added to realign the new gravity
sewer around the existing force main.
This revision was addressed under RFI No. 12, with no new bid items created. However, quantity overruns resulting
from the realignment are included in this Change Order No. 2.
2) Supporting Documentation
• Attachment A – RFI 12 Fayetteville Gravity Sewer Realignment
• Table 1 – Quantity Overruns:
Item No. Item Description Additional Cost
4.12 5' Diameter Manhole, Up to 6' Depth $ 17,000.00
4.16 5' Diameter Manhole, Extra Depth Over 6' $ 4,900.00
4.18 5' Diameter Manhole Epoxy Coating $ 16,900.00
4.22 Watertight Frame and Gasketed Cover $ 2,672.00
TOTAL COST OVERRUN $ 41,472.00
954,000.00
954,000.00
45,743.94
999,743.94
Only reflect costs associated with
Fayetteville's portion of the project.
No signatures, but can be revised
and made official as necessary.
$ 954,000.00
Increase from previously approved Change
Orders No. 1 to No. 2:
$ 45,743.94
Contract Price prior to this Change Order:
$ 999,743.94
Increase of this Change Order:
$ 41,472.00
Contract Price incorporating this Change Order:
$ 1,041,215.94
ATTACHMENT A
RFI 12 - Gravity Sewer Realignment
& Additional MHs
RFI Response
Greenland, AR
Lift Station and Sewer System
MCE Project No. 21-2120
Submittals included in this review:
Comments:
Engineer Review
PERMITTED AS SUBMITTED
BY DATE
SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITY AND
GENERAL CONFORMANCE TO CONTRACT DOCUMENTS ONLY.
THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND
CORRELATING DIMENSIONS AT JOBSITE FOR TOLERANCE,
CLEARANCE, QUANTITIES, FABRICATION, PROCESSES AND
TECHNIQUES OF CONSTRUCTION, COORDINATION OF THEIR
WORK WITH OTHER TRADES AND FULL COMPLIANCE WITH
CONTRACT DOCUMENTS.
PERMITTED AS NOTED
REJECTED
REVISE AND RESUBMIT
FOR INFORMATION ONLY
4
B.R. Knutson 5/9/2025
SHOP DRAWING / SUBMITTAL REVIEW
(22-2119 Fayetteville 18" Gravity Sewer)
RFI 12 - 18" Gravity Sewer Realignment and Additional MHs
Add two additional epoxy coated 5' manholes w/ watertight & gasketed frame and cover
Approximately 480LF for realign from STA 118+30 to MH 8
Survey of new proposed alignment must be conducted prior to construction
All slope of revised alignment shall be between 0.22% and 0.26%
Minimum of 0.1' drop across MH inverts
Cast in place MHs shall be prioritized over repair couplings on gravity sewer
Add two additional epoxy coated 5' manholes w/ watertight & gasketed frame and cover
Approximately 480LF for realign from STA 118+30 to MH 8
Survey of new proposed alignment must be conducted prior to construction
All slope of revised alignment shall be between 0.22% and 0.26%
Minimum of 0.1' drop across MH inverts
Cast in place MHs shall be prioritized over repair couplings on gravity sewer
Add two epoxy coated 5' manholes w/ watertight & gasketed frame/cover.
Approx. 206 LF for realignment from STA 118+30 to MH 9,
any further proposed adjustments shall be submitted separately.
Min. 0.1' drop on additional manholes.
Slope of revised alignment shall be uniform and enter MH-9 at designed invert in elevation.
Modifications to the existing centerline layout shall be surveyed
This alignment adjustment is the solution provided in the field by Danny with
the City of Fayetteville and Jobany with Orr Construction to resolve the
conflict with the existing 12" force main. The result will be 2 additional
Manholes and a slight increase in the 18" gravity sewer. Please let us know
how to proceed.
N
PLEASE SEND ADDITIONAL
INFORMATION IF THIS MH IS
PROPOSED TO BE SHIFTED.
ITEM NO. DESCRIPTION UNIT QTY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL
4.01 Mobilization (Max. 5% Total Schedule 4)LS 1 $40,000.00 40,000.00$ $40,000.00 40,000.00$ $77,078.18 77,078.18$
4.02 Bonds & Insurance LS 1 $50,000.00 50,000.00$ $7,500.00 7,500.00$ $46,246.91 46,246.91$
4.03 Act 291, 1993 Trench & Excavation Safety System LS 1 $50,000.00 50,000.00$ $53,000.00 53,000.00$ $100,000.00 100,000.00$
4.04 Pre-Construction Video LS 1 $5,000.00 5,000.00$ $10,000.00 10,000.00$ $10,000.00 10,000.00$
4.05 Traffic Control LS 1 $5,000.00 5,000.00$ $16,000.00 16,000.00$ $85,000.00 85,000.00$
4.06 Environmental Compliance & Erosion & Sediment Control LS 1 $40,000.00 40,000.00$ $35,000.00 35,000.00$ $75,000.00 75,000.00$
4.07 18-Inch PVC PS-115 Sewer Main LF 1,860 $140.00 260,400.00$ $108.00 200,880.00$ $300.00 558,000.00$
4.08 8-Inch PVC SDR-26 Sewer Main LF 20 $100.00 2,000.00$ $43.00 860.00$ $85.00 1,700.00$
4.09 Gravity Sewer Main Trenching & Backfill, 0'-10' Depth LF 240 $40.00 9,600.00$ $65.00 15,600.00$ $50.00 12,000.00$
4.10 Gravity Sewer Main Trenching & Backfill, 10'-14' Depth LF 1,580 $50.00 79,000.00$ $82.00 129,560.00$ $100.00 158,000.00$
4.11 Gravity Sewer Main Trenching & Backfill, 14'-18' Depth LF 100 $150.00 15,000.00$ $109.00 10,900.00$ $150.00 15,000.00$
4.12 5' Diameter Manhole, Up to 6' Depth EA 6 $8,500.00 51,000.00$ $9,600.00 57,600.00$ $8,100.00 48,600.00$
4.13 5' Diameter Drop Manhole, Up to 6' Depth EA 1 $9,000.00 9,000.00$ $9,600.00 9,600.00$ $10,000.00 10,000.00$
4.14 5' Diameter Flat Top Manhole with Vent, Up to 6' Depth EA 2 $12,000.00 24,000.00$ $11,900.00 23,800.00$ $15,500.00 31,000.00$
4.15 5' Diameter Flat Top Drop Manhole with Vent, Up to 6' Depth EA 1 $13,500.00 13,500.00$ $11,900.00 11,900.00$ $15,500.00 15,500.00$
4.16 5' Diameter Manhole, Extra Depth Over 6'VF 36 $350.00 12,600.00$ $380.00 13,680.00$ $800.00 28,800.00$
4.17 5' Diameter Drop Manhole, Extra Depth Over 6'VF 20 $400.00 8,000.00$ $380.00 7,600.00$ $800.00 16,000.00$
4.18 5' Diameter Manhole Epoxy Coating VF 110 $650.00 71,500.00$ $600.00 66,000.00$ $750.00 82,500.00$
4.19 4' Diameter Manhole, Up to 6' Depth EA 1 $6,500.00 6,500.00$ $5,800.00 5,800.00$ $6,500.00 6,500.00$
4.20 4' Diameter Manhole, Extra Depth Over 6'VF 2 $300.00 600.00$ $265.00 530.00$ $185.00 370.00$
4.21 4' Diameter Manhole Epoxy Coating VF 8 $525.00 4,200.00$ $485.00 3,880.00$ $650.00 5,200.00$
4.22 Watertight Frame and Gasketed Cover EA 11 $1,150.00 12,650.00$ $915.00 10,065.00$ $1,372.40 15,096.40$
4.23 36-inch Minimum Diameter Steel Casing by Open Cut LF 75 $650.00 48,750.00$ $1,190.00 89,250.00$ $1,174.51 88,088.25$
4.24 Remove Existing Manhole EA 1 $2,500.00 2,500.00$ $3,450.00 3,450.00$ $5,500.00 5,500.00$
4.25 Abandon Existing Manhole EA 2 $2,500.00 5,000.00$ $3,250.00 6,500.00$ $3,500.00 7,000.00$
4.26 Cut and Plug Existing Sanitary Sewer EA 6 $2,500.00 15,000.00$ $3,200.00 19,200.00$ $4,500.00 27,000.00$
4.27 Install Inserta Valve EA 1 $25,000.00 25,000.00$ $50,000.00 50,000.00$ $35,555.56 35,555.56$
4.28 Post-Construction CCTV Inspection of Sewer Main LF 1,910 $5.00 9,550.00$ $3.00 5,730.00$ $5.63 10,753.30$
4.29 Fence Repair EA 1 $2,500.00 2,500.00$ $1,375.00 1,375.00$ $1,500.00 1,500.00$
4.3 Gravel Drive Repair LF 40 $50.00 2,000.00$ $10.00 400.00$ $80.00 3,200.00$
4.31 Asphalt Pavement Repair SY 30 $225.00 6,750.00$ $122.00 3,660.00$ $90.00 2,700.00$
4.32 Full Depth Class 7 Backfill TON 210 $40.00 8,400.00$ $29.00 6,090.00$ $50.00 10,500.00$
4.33 Trench Dam EA 3 $1,000.00 3,000.00$ $190.00 570.00$ $5,000.00 15,000.00$
4.34 Rock Excavation CY 100 $250.00 25,000.00$ $300.00 30,000.00$ $220.00 22,000.00$
4.35 Flowable Fill, as Directed by the Engineer CY 50 $250.00 12,500.00$ $270.00 13,500.00$ $250.00 12,500.00$
4.36 Trench and Bank Stabilization Material, as Directed by the Engineer TON 100 $65.00 6,500.00$ $170.00 17,000.00$ $50.00 5,000.00$
4.37 18-Inch DIP Sewer Main LF 40 $300.00 12,000.00$ $290.00 11,600.00$ $400.00 16,000.00$
954,000.00$ 988,080.00$ 1,659,888.60$
7,799,100.00$ 8,447,776.00$ 9,304,269.07$
SCHEDULE 4 - FAYETTEVILLE SEWER UPSIZE
UNIT PRICE BID SCHEDULE
SUBTOTAL SCHEDULE 4 - FAYETTEVILLE SEWER UPSIZE
Tri-Star Contractors
TOTAL AMOUNT BID (SCHEDULES 1 + 2 + 3 + 4)
Brothers ConstructionOrr Construction
X2
+$17,000
X13
+$4,550
X13
+$16,250 X2
+$2,300
TOTAL REALIGNMENT + MHs
$ 40,100.00
*Minor QTY variances may be required
(each)
1220
1225
1230
1235
1240
1245
1250
1255
1260
1220
1225
1230
1235
1240
1245
1250
1255
1260
115+00 116+00 117+00 118+00 119+00 120+00
STA 119+44, MH-11
RIM= 1245.91
INV 15" IN (S)= 1233.71
INV 15" OUT (NE)= 1233.61
STA 118+87, MH-10
RIM= 1244.86
INV 15" IN (SW)= 1233.32
INV 8" IN (NW) = 1237.3 +/-
(MATCH INVERT)(OUTSIDE DROP)
INV 18" OUT (E)= 1233.12
STA 116+24, MH-9
RIM= 1243.20
INV 18" IN (W)= 1232.33
INV 8" IN (S) = 1234.0 +/-
(MATCH INVERT)
INV 18" OUT (E)= 1232.23
EXISTING GRADE
2
1
3'
M
I
N
I
M
U
M
CO
V
E
R
(
T
Y
P
)
3'
M
I
N
I
M
U
M
CO
V
E
R
(
T
Y
P
)
58 LF - 15" PVC SDR-26 @ 0.50%
106 LF - 15" PVC SDR-26 @ 0.50%
263 LF - 18" PVC PS-115 @ 0.30%
STA 119+56
EXISTING 12"
FORCE MAIN
INV 1242.0 +/-
STA 116+79
EXISTING 6" WATER LINE
UNKNOWN DEPTH
STA 118+16
EXISTING 24"
STORM SEWER
INV 1238.6 +/-
STA 119+61
UNDERGROUND ELECTRIC
UNKNOWN DEPTH
1
STA 118+67
EXISTING
UNDERGROUND
ELECTRIC
UNKNOWN DEPTH
1240
1239
1241
12421243
1244
1240
1245
1241
1242
1243
124
4
12
4
5
12
4
5
12
4
6
12
4
6
12
4
7
12
4
7
12
4
5
12
4
1
12
4
1
12
4
2
12
4
2
12
4
3
12
4
3
12
4
4
12
4
6
12
4
3
1243
GA
S
SWEPCO
N RIM ELEV. 1244.75
10" CLAY OUT E 1235.83
10" CLAY IN SE 1236.4
8" PVC IN NW 1236.68
SS
SS
SS
SS
SSSSSSSSSSSSSSSS
SS
SS
SS
FM
FM FM
N RIM ELEV. 1243.27
12" ? OUT E 1233.31
12" ? IN W 1233.45
8" ? IN N 1233.36
N RIM ELEV. 1246.89
TOP OF 8"? PVC 1242.30
SS
SS
SS
SS
SS PER GIS (NOT FIELD LOCATED)
SS
SS
SS
SS
SS
SS
UGE SS
SS
UGE UGE UGEUG
E
UGE
UGE UGE UGEUG
E
FMFMFMFMFMFMFMFMFM
FM
FM
FM
FM
FM
W
W
W
W
RO
W
RO
W
RO
W
RO
W
RO
W
RO
W
CITY OF
FAYETTEVILLE
PN: 765-15531-001
DEED 2009-35547
29
TRACT
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
115+00 116+00 117+00 118+00
11
9
+
0
0
12
0
+
0
0
S
S
S
UG
E
TCE
TC
E
TC
E
TC
E
TC
E
STA 119+56
EXISTING 12" FORCE MAIN
STA 116+79
EXISTING 6" WATER LINE
18" PVC PS-115
15" PVC SDR 26
25'
P
E
ABANDON EXISTING MANHOLE
AFTER NEW SANITARY SEWER
IS PLACED IN SERVICE
CUT AND PLUG 8"
SANITARY SEWER (S)
ABANDON EXISTING MANHOLE
AFTER NEW SANITARY SEWER
IS PLACED IN SERVICE
CUT AND PLUG 8"
SANITARY SEWER (S)
STA 118+16
EXISTING STORM
STA 119+61
UNDERGROUND ELECTRIC
WORKING LIMITS
20'
T
C
E
35 LF OF GRAVEL
DRIVE REPAIR
STA 116+60
TRENCH DAM
SEE DETAIL
WOTUS CROSSING (DR26)
SEE SHEET C33.
INSTALL CHECK DAMS AND
LIMIT DISTURBANCE TO EXISTING
PERENNIAL STREAM (DR25).
DO NOT DISTURB OUTSIDE
OF PERMANENT EASEMENT.
STA 116+24, MH-9
CONSTRUCT 5' DIAMETER MANHOLE WITH
WATERTIGHT FRAME AND GASKETED COVER
OVER EXISTING 8" SANITARY SEWER
STA 118+87, MH-10
CONSTRUCT 5' DIAMETER FLAT TOP DROP MANHOLE
WITH WATERTIGHT FRAME AND GASKETED COVER
OVER EXISTING 8" SANITARY SEWER
6" SCREEN VENT = 1247.50
STA 119+44, MH-11
CONSTRUCT 4' DIAMETER MANHOLE WITH
WATERTIGHT FRAME AND GASKETED COVER
INSTALL SEWER MARKER POST
50
'
0 10 20 4020
1 inch = 20ft.
( IN FEET )
PLAN SCALE
GRAVITY MAIN ALIGNMENT PROFILE
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
SCALE:
DATE:
DRAWN BY:DESIGNED BY:
JOB NUMBER:
ORIGINAL SIGNATURE ON FILE
REVISION:
RE
V
I
S
I
O
N
S
RE
V
DA
T
E
DE
S
C
R
I
P
T
I
O
N
HT
T
P
:
/
/
W
W
W
.
M
C
E
.
U
S
.
C
O
M
PRELIMINARY
NOT FOR
CONSTRUCTION
1 BASED ON CONSTANT SLOPE BETWEEN EXISTING MANHOLES.
2 BASED ON HYDRO EXCAVATION IN THE VICINITY.
3 CONTRACTOR SHALL VERIFY ELEVATION PRIOR TO INSTALLING SANITARY SEWER.
UTILITY KEYNOTES
15
8
0
E
S
T
E
A
R
N
S
S
T
FA
Y
E
T
T
E
V
I
L
L
E
,
A
R
K
A
N
S
A
S
7
2
7
0
3
(4
7
9
)
4
4
3
-
2
3
7
7
C
20
2
4
SE
W
E
R
S
Y
S
T
E
M
T
O
F
A
Y
E
T
T
E
V
I
L
L
E
LI
F
T
S
T
A
T
I
O
N
A
N
D
GR
E
E
N
L
A
N
D
,
A
R
K
A
N
S
A
S
GRAVITY MAIN
STA 115+00 TO
STA 120+00
TLW JCW
MAY 2024 IFC
AS NOTED 21-2120
C-21W:
\
2
0
2
1
\
2
1
-
2
1
2
0
-
G
r
e
e
n
l
a
n
d
W
a
s
t
e
w
a
t
e
r
S
y
s
t
e
m
R
e
h
a
b
i
l
i
t
a
t
i
o
n
\
D
e
s
i
g
n
D
r
a
w
i
n
g
s
\
S
h
e
e
t
s
\
G
M
S
h
e
e
t
s
.
d
w
g
,
P
R
I
N
T
E
D
O
N
:
Ma
y
1
0
,
2
0
2
4
@
10
:
1
1
A
M
MA
T
C
H
L
I
N
E
ST
A
1
1
5
+
0
0
SH
E
E
T
C-
2
0
MA
T
C
H
L
I
N
E
ST
A
1
1
5
+
0
0
SH
E
E
T
C-
2
0
MA
T
C
H
L
I
N
E
ST
A
1
2
0
+
0
0
SH
E
E
T
C-
2
2
MATCHLINE
STA 120+00
SHEET C-22
BID S
C
H
E
D
U
L
E
3
GREE
N
L
A
N
D
GRAV
I
T
Y
M
A
I
N
BID S
C
H
E
D
U
L
E
4
FAYE
T
T
E
V
I
L
L
E
SEWE
R
U
P
S
I
Z
E
BID SCHEDULE 3
GREENLAND
GRAVITY MAIN
BID SCHEDULE 4
FAYETTEVILLE
SEWER UPSIZE
1.ALL MANHOLE COVERS WITHIN BID SCHEDULE 4 TO INCLUDE
WORDS "FAYETTEVILLE ARKANSAS"
2.THE EXACT LOCATION OF NUMBER OF SEWER SERVICES IS NOT
KNOWN. THE CONTRACTOR SHALL LOCATE, PROTECT, AND
MAINTAIN ALL SEWER SERVICES. ANY DAMAGE WILL BE THE
CONTRACTOR'S RESPONSIBILITY TO REPAIR. CONTRACTOR
SHALL TRANSFER SERVICES TO NEW MAIN.
PLAN NOTES
05-14-2024
124
3
1243
SSSSSSSSSS
SS
SS
SS
113+
0
0
114+00 115
S
STA
1
1
3
+
4
6
,
M
H
-
8
CON
S
T
R
U
C
T
5
'
D
I
A
M
E
T
E
R
M
A
N
H
O
L
E
W
I
T
H
WATE
R
T
I
G
H
T
F
R
A
M
E
A
N
D
G
A
S
K
E
T
E
D
C
O
V
E
R
INS
T
A
L
L
S
E
W
E
R
M
A
R
K
E
R
P
O
S
T
MA
T
C
H
L
I
N
E
ST
A
1
1
5
+
0
0
SH
E
E
T
C-
2
0
1220
1225
1230
1235
1240
1245
1250
1255
1260
MA
T
C
H
L
I
N
E
1220
1225
1230
1235
1240
1245
1250
1255
1260
114+00 115+00
STA 113+46, MH-8
RIM= 1242.91
INV 18" IN (W)= 1231.40
INV 18" OUT (SE)= 1231.30
278 LF - 18" PVC PS-115 @ 0.30%
MA
T
C
H
L
I
N
E
ST
A
1
1
5
+
0
0
SH
E
E
T
C-
2
1
115+00
PLAN
5'
-
1
/
4
"
7'
-
6
"
STA 118+30
NEW MH 10B
SET PRE-CAST MH
NEW STA 118+00
NEW MH 10A
NEW CAST IN PLACE MH
N
S
EW
SW SE
NENW
30'-1
0
3
/
4
"
~30 LF (SWbW)
18" PVC PS-115
10'-0"
177'-11 3/4"
~175 LF (W)
18" PVC PS-115
NEW STA 116+25
NEW MH 10A
NEW PRE-CAST MH
SHIFT MH-9
~5LF DUE NORTH
PER FIELD
DISCUSSION AND
COORDINATION
5'
-
1
0
1
/
4
"
10
'
-
0
"
1232.92
0'
-
2
1
/
2
"
STA 118+00, NEW MH 10A
26
'
-
5
"
24
'
-
8
3
/
4
"
~113+
5
0
TIE INTO MH-8 ON
EXISTING GRADE
& ALIGNMENT
271'-7 1/2"
SET DESIGN MH 9
~5 DUE NORTH OF
DESIGN LOCATION
CONTRACTOR SHALL RESUME CONSTRUCTION IN
ACCORDANCE WITH IFC DESIGN AT MH-8.
STA 118+30
NEW MH 9B
SET NEW MH
STA 118+00
NEW MH 9A
SET NEW MH
6'
-
3
"
STA 118+30
NEW MH 9B
STA 118+00
NEW MH 9A
(day) (width) (depth) (length)
8 3 4 58 696 25.78
3 4 42 504 18.67
8 8 2 128 4.74
8 8 2 128 4.74
12 4 2 98 784 29.04
13 4 2 66 528 19.56
3.5 1.5 160 840 31.11
3.5 1.5 168 882 32.67
8 8 1.5 96 3.56
8 8 1.5 96 3.56
3.5 1.5 98 514.5 19.06
4 2 62 496 18.37
4 2 84 672 24.89
31 4 2 28 224 8.30
3 4 1 84 336 12.44
4 4 1 50 200 7.41
5 4 1 70 280 10.37
10 4 1 150 600 22.22
13 4 1 150 600 22.22
16 4 1 150 600 22.22
SCHEDULE 4 - ROCK EXCAVATION
TOTAL
(yd3)
TOTAL ROCK (CY) 340.91
May
June
30
Date
(month)
1) Daily rock excavation numbers from MCE observer's daily reports
2) Rock excavation quantities recorded are less than total billed by Orr
3) Relevant observation reports - Attachment A
9
15
16
Dimensions (ft)TOTAL
(ft3)
1580 East Stearns Street
Fayetteville, AR 72703
(479) 443.2377 P | (479) 443.9241 F
mce.us.com
(day) (width) (depth) (length)
8 3 4 58 696 25.78
3 4 42 504 18.67
8 8 2 128 4.74
8 8 2 128 4.74
12 4 2 98 784 29.04
13 4 2 66 528 19.56
3.5 1.5 160 840 31.11
3.5 1.5 168 882 32.67
8 8 1.5 96 3.56
8 8 1.5 96 3.56
3.5 1.5 98 514.5 19.06
4 2 62 496 18.37
4 2 84 672 24.89
31 4 2 28 224 8.30
3 4 1 84 336 12.44
4 4 1 50 200 7.41
5 4 1 70 280 10.37
10 4 1 150 600 22.22
13 4 1 150 600 22.22
16 4 1 150 600 22.22
SCHEDULE 4 - ROCK EXCAVATION
TOTAL
(yd3)
TOTAL ROCK (CY) 340.91
May
June
30
Date
(month)
1) Daily rock excavation numbers from MCE observer's daily reports
2) Rock excavation quantities recorded are less than total billed by Orr
3) Relevant observation reports - Attachment A
9
15
16
Dimensions (ft)TOTAL
(ft3)
ATTACHMENT A
RFI 12 - Gravity Sewer Realignment
& Additional MHs
Construction Reports for
Rock Excavation Review
Observer
Project
Date
Job #
Report #
Contractor
Sunny Partly Cloudy Temperature Min (F)
Cloudy Rain Temperature Max (F)
Rained Out Rainfall Amount (In.)
HOURS WORKED SITE CONDITIONS EQUIPMENT WORKING
TRACKHOE BACKHOE TRENCHER SCRAPER DOZER
AM Acceptable
GRADER COMPACTOR PAVER PUMPS
PM Partly Useable
Not Workable CONC. VIBRATOR DUMP TRUCKS SKIDDER SKYTRACK
PERSONNEL WORKING
Superintendent Foreman Operators Laborers
DESCRIPTION & LOCATION OF WORK IN PROGRESS (Also photos, tests, results, deficiencies, delays, etc.)
Date
Report #
Observer
Project
Date
Job #
Report #
Contractor
Sunny Partly Cloudy Temperature Min (F)
Cloudy Rain Temperature Max (F)
Rained Out Rainfall Amount (In.)
HOURS WORKED SITE CONDITIONS EQUIPMENT WORKING
TRACKHOE BACKHOE TRENCHER SCRAPER DOZER
AM Acceptable
GRADER COMPACTOR PAVER PUMPS
PM Partly Useable
Not Workable CONC. VIBRATOR DUMP TRUCKS SKIDDER SKYTRACK
PERSONNEL WORKING
Superintendent Foreman Operators Laborers
DESCRIPTION & LOCATION OF WORK IN PROGRESS (Also photos, tests, results, deficiencies, delays, etc.)
Observer
Project
Date
Job #
Report #
Contractor
Sunny Partly Cloudy Temperature Min (F)
Cloudy Rain Temperature Max (F)
Rained Out Rainfall Amount (In.)
HOURS WORKED SITE CONDITIONS EQUIPMENT WORKING
TRACKHOE BACKHOE TRENCHER SCRAPER DOZER
AM Acceptable
GRADER COMPACTOR PAVER PUMPS
PM Partly Useable
Not Workable CONC. VIBRATOR DUMP TRUCKS SKIDDER SKYTRACK
PERSONNEL WORKING
Superintendent Foreman Operators Laborers
DESCRIPTION & LOCATION OF WORK IN PROGRESS (Also photos, tests, results, deficiencies, delays, etc.)
Observer
Project
Date
Job #
Report #
Contractor
Sunny Partly Cloudy Temperature Min (F)
Cloudy Rain Temperature Max (F)
Rained Out Rainfall Amount (In.)
HOURS WORKED SITE CONDITIONS EQUIPMENT WORKING
TRACKHOE BACKHOE TRENCHER SCRAPER DOZER
AM Acceptable
GRADER COMPACTOR PAVER PUMPS
PM Partly Useable
Not Workable CONC. VIBRATOR DUMP TRUCKS SKIDDER SKYTRACK
PERSONNEL WORKING
Superintendent Foreman Operators Laborers
DESCRIPTION & LOCATION OF WORK IN PROGRESS (Also photos, tests, results, deficiencies, delays, etc.)
Observer
Project
Date
Job #
Report #
Contractor
Sunny Partly Cloudy Temperature Min (F)
Cloudy Rain Temperature Max (F)
Rained Out Rainfall Amount (In.)
HOURS WORKED SITE CONDITIONS EQUIPMENT WORKING
TRACKHOE BACKHOE TRENCHER SCRAPER DOZER
AM Acceptable
GRADER COMPACTOR PAVER PUMPS
PM Partly Useable
Not Workable CONC. VIBRATOR DUMP TRUCKS SKIDDER SKYTRACK
PERSONNEL WORKING
Superintendent Foreman Operators Laborers
DESCRIPTION & LOCATION OF WORK IN PROGRESS (Also photos, tests, results, deficiencies, delays, etc.)
Observer
Project
Date
Job #
Report #
Contractor
Sunny Partly Cloudy Temperature Min (F)
Cloudy Rain Temperature Max (F)
Rained Out Rainfall Amount (In.)
HOURS WORKED SITE CONDITIONS EQUIPMENT WORKING
TRACKHOE BACKHOE TRENCHER SCRAPER DOZER
AM Acceptable
GRADER COMPACTOR PAVER PUMPS
PM Partly Useable
Not Workable CONC. VIBRATOR DUMP TRUCKS SKIDDER SKYTRACK
PERSONNEL WORKING
Superintendent Foreman Operators Laborers
DESCRIPTION & LOCATION OF WORK IN PROGRESS (Also photos, tests, results, deficiencies, delays, etc.)
Observer
Project
Date
Job #
Report #
Contractor
Sunny Partly Cloudy Temperature Min (F)
Cloudy Rain Temperature Max (F)
Rained Out Rainfall Amount (In.)
HOURS WORKED SITE CONDITIONS EQUIPMENT WORKING
TRACKHOE BACKHOE TRENCHER SCRAPER DOZER
AM Acceptable
GRADER COMPACTOR PAVER PUMPS
PM Partly Useable
Not Workable CONC. VIBRATOR DUMP TRUCKS SKIDDER SKYTRACK
PERSONNEL WORKING
Superintendent Foreman Operators Laborers
DESCRIPTION & LOCATION OF WORK IN PROGRESS (Also photos, tests, results, deficiencies, delays, etc.)
Date
Report #
Observer
Project
Date
Job #
Report #
Contractor
Sunny Partly Cloudy Temperature Min (F)
Cloudy Rain Temperature Max (F)
Rained Out Rainfall Amount (In.)
HOURS WORKED SITE CONDITIONS EQUIPMENT WORKING
TRACKHOE BACKHOE TRENCHER SCRAPER DOZER
AM Acceptable
GRADER COMPACTOR PAVER PUMPS
PM Partly Useable
Not Workable CONC. VIBRATOR DUMP TRUCKS SKIDDER SKYTRACK
PERSONNEL WORKING
Superintendent Foreman Operators Laborers
DESCRIPTION & LOCATION OF WORK IN PROGRESS (Also photos, tests, results, deficiencies, delays, etc.)
Observer: Luis Martinez
Project: Greenland
QC: Signed:
DATE
06/03/2025
WORK DAY
Working
SITE CONDITIONS
Acceptable
JOB #
212120
CONTRACTOR
ORR Construction
HOURS WORKED
Start: 07:00
End: 19:00
WEATHER CONDITIONS
Sunny
EQUIPMENT WORKING
Trackhoes
Skidders
QTY
2
1
PERSONNEL WORKING
Laborers
Foreman
Operators
QTY
8
1
2
DESCRIPTION & LOCATION OF WORK IN PROGRESS
The crew began excavation for a 36-inch casing using open cut 45. During trenching, they encountered significant rock formations, which
slowed progress and required additional effort to remove. Due to high groundwater levels within the trench, three pumps were operated
simultaneously to control water accumulation and maintain workable conditions. Despite the challenges, the crew successfully installed 84
feet of 18-inch sewer pipe by the end of the workday. you can find this on section 105 on the blueprints .
18” sewer pipe.84’
Trenching 10’-14’= 84’
Rock excavation 84’x4’x1’-6” =18.66
36” steel casing by open cut. 45’
CORRISPONDENCE
MATERIALS
Item Qty Unit Location Description
Pipe 84 Feet
Casing 30 Feet
LOCATION
22-2119: Fayetteville's Schedule
Date: 06/03/2025
IMAGES
Observer: Luis Martinez
Project: Greenland
QC: Signed:
DATE
06/04/2025
WORK DAY
Working
SITE CONDITIONS
Acceptable
JOB #
212120
CONTRACTOR
ORR Construction
HOURS WORKED
Start: 07:00
End: 19:00
WEATHER CONDITIONS
Sunny
EQUIPMENT WORKING
Trackhoes
Skidders
QTY
2
1
PERSONNEL WORKING
Laborers
Foreman
Operators
QTY
8
1
2
DESCRIPTION & LOCATION OF WORK IN PROGRESS
ORR
In the morning, the crew spent approximately two hours pumping out groundwater from the trench to prepare the site for pipe i nstallation.
Once dewatering was complete, they proceeded to install 140 feet of 18 -inch sewer pipe. After the lunch break, the crew installed Manhole
#6. Progress was slower than usual due to ongoing challenges with rock excavation throughout the day. You can find this on se ction 108 on
the blueprints.
6/4/25. 18” sewer pipe. 140’
Trenching 10’-14’= 140’
Rock excavation 50’x1’x4’ =14.81 cy
5’ dia manhole = 1
5’ dia extra depth manhole = 4. VF
CORRISPONDENCE
MATERIALS
Item Qty Unit Location Description
Pipe 140 Feet
LOCATION
22-2119: Fayetteville's Schedule
Date: 06/04/2025
IMAGES
Observer: Luis Martinez
Project: Greenland
QC: Signed:
DATE
06/05/2025
WORK DAY
Working
SITE CONDITIONS
Acceptable
JOB #
212120
CONTRACTOR
ORR Construction
HOURS WORKED
Start: 07:00
End: 20:00
WEATHER CONDITIONS
Sunny
EQUIPMENT WORKING
Trackhoes
Skidders
QTY
2
1
PERSONNEL WORKING
Laborers
Foreman
Operators
QTY
8
1
2
DESCRIPTION & LOCATION OF WORK IN PROGRESS
ORR
It was a productive day on site. The crew began by installing Manhole #5 and constructing a drop structure for it. Following that, they
proceeded with the installation of a casing open cut 30. In addition to these tasks, the crew successfully installed 196 feet of 18-inch sewer
pipe, you can find this on section 106 on the blueprints.
18” sewer pipe. 196’
Trenching 10’-14’= 196’
Rock excavation 70’x1’x4’ =10.37cy
5’ dia manhole = 1
5’ dia extra depth manhole = 3.5 VF
36” casing by open cut = 30’
CORRISPONDENCE
MATERIALS
Item Qty Unit Location Description
Pipe 196 Feet
LOCATION
22-2119: Fayetteville's Schedule
Date: 06/05/2025
IMAGES
Observer: Luis Martinez
Project: Greenland
QC: Signed:
DATE
06/10/2025
WORK DAY
Working
SITE CONDITIONS
Acceptable
JOB #
212120
CONTRACTOR
ORR Construction
HOURS WORKED
Start: 07:00
End: 19:00
WEATHER CONDITIONS
Sunny
EQUIPMENT WORKING
Trackhoes
Skidders
QTY
2
1
PERSONNEL WORKING
Laborers
Foreman
Operators
QTY
6
1
2
DESCRIPTION & LOCATION OF WORK IN PROGRESS
ORR
Today, the crew installed 350 feet of 18-inch sewer main. They also installed manhole number 3 and completed the framing and pouring of
the drop structure for the manhole. Significant rock excavation was performed throughout the day. To conclude the day’s work, a trench
dam was constructed as detailed in Section 104 of the blueprints.
18” sewer pipe. 350’
Trenching 10’-14’= 350’
Rock excavation 150’x1’x4’ =22.22 cy
5’ dia extra depth manhole = 9.5VF
5’ día drop manhole 1
Trench dam 2
CORRISPONDENCE
MATERIALS
Item Qty Unit Location Description
Pipe 25
LOCATION
22-2119: Fayetteville's Schedule
Date: 06/10/2025
IMAGES
Observer: Luis Martinez
Project: Greenland
QC: Signed:
DATE
06/13/2025
WORK DAY
Non-Working (Weather)
SITE CONDITIONS
Not Workable
JOB #
212120
CONTRACTOR
ORR Construction
HOURS WORKED
Start: 07:00
End: 19:00
WEATHER CONDITIONS
Rain
EQUIPMENT WORKING
Trackhoes
Skidders
QTY
2
1
PERSONNEL WORKING
Laborers
Foreman
Operators
QTY
6
1
2
DESCRIPTION & LOCATION OF WORK IN PROGRESS
Work was not possible today due to persistent rain. The crew returned to Oklahoma. Rain is also forecasted for Thursday and F riday, so no
work is expected until the weather clears.
18” sewer pipe. 350’
Trenching 10’-14’= 350’
Rock excavation 150’x1’x4’ =22.22 cy
5’ dia extra depth manhole = 9.5VF
5’ día drop manhole 1
Trench dam 2
CORRISPONDENCE
MATERIALS
Item Qty Unit Location Description
Pipe 25
LOCATION
22-2119: Fayetteville's Schedule
Observer: Luis Martinez
Project: Greenland
QC: Signed:
DATE
06/16/2025
WORK DAY
Non-Working
SITE CONDITIONS
Not Workable
JOB #
212120
CONTRACTOR
ORR Construction
HOURS WORKED
Start: 07:00
End: 19:00
WEATHER CONDITIONS
Partly Cloudy
EQUIPMENT WORKING
Trackhoes
Skidders
QTY
2
1
PERSONNEL WORKING
Laborers
Foreman
Operators
QTY
6
1
2
DESCRIPTION & LOCATION OF WORK IN PROGRESS
The crew did not perform any pipe installation today due to poor site conditions. Most of the day was spent pumping groundwat er, which
continues to flow into the trench area. The site remains extremely muddy and not workable for excavation. Crews focused o n general
cleanup.
18” sewer pipe. 350’
Trenching 10’-14’= 350’
Rock excavation 150’x1’x4’ =22.22 cy
5’ dia extra depth manhole = 9.5VF
5’ día drop manhole 1
Trench dam 2
CORRISPONDENCE
MATERIALS
Item Qty Unit Location Description
Pipe 25
LOCATION
22-2119: Fayetteville's Schedule
22-2119
OC24020
12 From 09/21/25 to 10/25/25 10/31/25
A C D E F G H I J K L
Item Quantity Units
Unit Price
($)
Value of Bid Item
(C X E)
($)
Estimated
Quantity
Incorporated in
the Work
Value of Work
Completed to Date
(E X G)
($)
4.01 1.00 LS 40,000.00 40,000.00 1.00 40,000.00 40,000.00 100% -
4.02 1.00 LS 50,000.00 50,000.00 1.00 50,000.00 50,000.00 100% -
4.03 1.00 LS 50,000.00 50,000.00 1.00 50,000.00 50,000.00 100% -
4.04 1.00 LS 5,000.00 5,000.00 1.00 5,000.00 5,000.00 100% -
4.05 1.00 LS 5,000.00 5,000.00 1.00 5,000.00 5,000.00 100% -
4.06 1.00 LS 40,459.14 40,459.14 1.00 40,459.14 40,459.14 100% -
4.07 1,860.00 LF 129.31 240,517.53 1,860.00 240,517.53 240,517.53 100% -
1,860.00 LF 7.61 14,148.09 1,860.00 14,148.09 14,148.09 100% -
1,860.00 LF 12.17 22,636.94 1,860.00 22,636.94 22,636.94 100% -
1,860.00 LF 3.04 5,659.24 1,860.00 5,659.24 5,659.24 100% -
4.08 20.00 LF 87.55 1,751.00 20.00 1,751.00 1,751.00 100% -
20.00 LF 5.15 103.00 20.00 103.00 103.00 100% -
20.00 LF 8.24 164.80 20.00 164.80 164.80 100% -
20.00 LF 2.06 41.20 20.00 41.20 41.20 100% -
4.09 240.00 LF 40.00 9,600.00 240.00 9,600.00 9,600.00 100% -
4.10 1,580.00 LF 50.00 79,000.00 1,580.00 79,000.00 79,000.00 100% -
4.11 100.00 LF 150.00 15,000.00 100.00 15,000.00 15,000.00 100% -
4.12 6.00 EA 8,500.00 51,000.00 6.00 51,000.00 51,000.00 100% -
4.13 1.00 EA 9,000.00 9,000.00 1.00 9,000.00 9,000.00 100% -
4.14 2.00 EA 12,000.00 24,000.00 2.00 24,000.00 24,000.00 100% -
4.15 1.00 EA 13,500.00 13,500.00 1.00 13,500.00 13,500.00 100% -
4.16 36.00 VF 350.00 12,600.00 36.00 12,600.00 12,600.00 100% -
4.17 20.00 VF 400.00 8,000.00 20.00 8,000.00 8,000.00 100% -
4.18 110.00 VF 650.00 71,500.00 110.00 71,500.00 71,500.00 100% -
4.19 1.00 EA 6,500.00 6,500.00 1.00 6,500.00 6,500.00 100% -
4.20 2.00 VF 300.00 600.00 2.00 600.00 600.00 100% -
4.21 8.00 VF 525.00 4,200.00 8.00 4,200.00 4,200.00 100% -
4.22 11.00 EA 1,336.00 14,696.00 11.00 14,696.00 14,696.00 100% -
4.23 75.00 LF 836.20 62,715.00 75.00 62,715.00 62,715.00 100% -
4.24 1.00 EA 2,500.00 2,500.00 1.00 2,500.00 2,500.00 100% -
4.25 2.00 EA 2,500.00 5,000.00 2.00 5,000.00 5,000.00 100% -
4.26 6.00 EA 2,715.50 16,293.00 6.00 16,293.00 16,293.00 100% -
4.27 1.00 EA 28,983.00 28,983.00 1.00 28,983.00 28,983.00 100% -
4.28 1,910.00 LF 5.00 9,550.00 1,910.00 9,550.00 9,550.00 100% -
4.29 1.00 EA 2,500.00 2,500.00 1.00 2,500.00 2,500.00 100% -
4.30 40.00 LF 50.00 2,000.00 40.00 2,000.00 2,000.00 100% -
4.31 30.00 SY 225.00 6,750.00 30.00 6,750.00 6,750.00 100% -
4.32 210.00 TONS 40.00 8,400.00 210.00 8,400.00 8,400.00 100% -
4.33 3.00 EA 1,000.00 3,000.00 3.00 3,000.00 3,000.00 100% -
4.34 100.00 CY 250.00 25,000.00 100.00 25,000.00 25,000.00 100% -
4.35 50.00 CY 250.00 12,500.00 50.00 12,500.00 12,500.00 100% -
4.36 100.00 TONS 65.00 6,500.00 100.00 6,500.00 6,500.00 100% -
4.37 40.00 LF 334.40 13,376.00 40.00 13,376.00 13,376.00 100% -
- - - -
- - - -
- - - -
- - - -
- - - -
- - - -
999,743.94$ 999,743.94$ -$ 999,743.94$ 100% -$
- - - -
4.09 94.00 LF (40.00) (3,760.00) 94.00 (3,760.00) (3,760.00) 100% -
4.10 90.00 LF 50.00 4,500.00 90.00 4,500.00 4,500.00 100% -
4.11 36.00 LF (150.00) (5,400.00) 36.00 (5,400.00) (5,400.00) 100% -
4.12 2.00 EA 8,500.00 17,000.00 2.00 17,000.00 17,000.00 100% -
4.16 14.00 VF 350.00 4,900.00 14.00 4,900.00 4,900.00 100% -
4.18 26.00 VF 650.00 16,900.00 26.00 16,900.00 16,900.00 100% -
4.21 4.00 VF (525.00) (2,100.00) 4.00 (2,100.00) (2,100.00) 100% -
4.22 2.00 EA 1,336.00 2,672.00 2.00 2,672.00 2,672.00 100% -
4.31 18.00 CY (225.00) 4,050.00 18.00 (4,050.00) (4,050.00) -100% 8,100.00
4.32 2.50 TONS 40.00 100.00 2.50 100.00 100.00 100% -
4.34 169.68 CY 250.00 42,420.00 169.68 42,420.00 42,420.00 100% -
4.35 50.00 CY (250.00) (12,500.00) 50.00 (12,500.00) (12,500.00) 100% -
4.36 100.00 TONS (65.00) (6,500.00) 100.00 (6,500.00) (6,500.00) 100% -
- - - -
- - - -
62,282.00$ 54,182.00$ -$ 54,182.00$ 87% 8,100.00$
54,106.08$
1,062,025.94$ 1,053,925.94$ -$ 1,053,925.94$ 99% 8,100.00$
CO 1 45743.94
CO 2 41472
B
Original Contract
% of
Value of
Item
(J / F)
(%)
Balance to Finish (F
- J)
($)Description
Work Completed
Final Project Reconciliation
Owner's Project No.:
Engineer's Project No.:
Contractor's Project No.:
City of Fayetteville, AR
McClelland Consulting Engineers, Inc.
Orr Construction, Inc.
Lift Station and Sewer System to Fayetteville
Owner:
Engineer:
Contractor:
Project:
Contract:
Application Date:Application Period:Application No.:
Materials Currently
Stored (not in G)
($)
Work Completed
and Materials
Stored to Date
(H + I)
($)
Contract Information
Bid Item
No.
Project Totals
Change Order 2 Fayetteville Sch 4 Final Reconciliation
Rock Excavation
Flowable Fill, as directed by the Engineer
Trench and Bank Stabilization material, as directed by the
Change Order Totals
Original Contract and Change Orders
5' Diameter Manhole, Up to 6' Depth
5' Diameter Manhole, Extra Depth Over 6'
5' Diameter Manhole, Epoxy Coating
Watertight Frame and Gasketed Cover
Full Depth Class 7 Backfill
Gravity Sewer main Trenching & Backfill 10'-14' Depth
Gravity Sewer main Trenching & Backfill 0'-10' Depth
Gravity Sewer main trenching & backfill 14'-18' Depth
4' Dia Manhole epoxy coating
Asphalt Pavement Repair
Mobilization
Bonds & Insurance
Schedule 4 Fayetteville Sewer Upsize
Act 291, 1993 Trench & Excavation Safety System
Pre-Construction Video
Traffic Control
Environmental Compliance & Erosion & Sediment Control
18" PVC PS-115 Sewer main
18" PVC PS-115 Sewer main
18" PVC PS-115 Sewer main
18" PVC PS-115 Sewer main
8" PVC SDR-26 Sewer Main
5' dia drop manhole up to 6' depth
5' dia flat top manhole with vent, up to 6' depth
5' dia flat top drop manhole with vent up to 6' depth
5' dia manhole extra depth over 6'
5' dia drop manhole extra depth over 6'
8" PVC SDR-26 Sewer Main
Gravity Sewer main Trenching & Backfill 0'-10' Depth
Gravity Sewer main Trenching & Backfill 10'-14' Depth
Gravity Sewer main trenching & backfill 14'-18' Depth
5' dia manhole up to 6' depth
8" PVC SDR-26 Sewer Main
8" PVC SDR-26 Sewer Main
36" Min. Dia. Steel Casing by Open Cut
Remove Existing MH
Abandon Existing MH
Cut & Plug Existing Sewer Service
Install Inserta Valve
5' dia manhole epoxy coating
4' Dia Manhole, up to 6' depth
4' Dia Manhole, extra depth over 6'
4' Dia Manhole epoxy coating
Watertight Frame and Gasketed Cover
Trench Dam
Rock Excavation
Flowable Fill, as directed by the Engineer
Trench and Bank Stabilization material, as directed by the
18" DIP Sewer Main
Post-Construction CCTV Inspection of Sewer Main
Fence Repair
Gravel Drive Repair
Asphalt Pavement Repair
Full Depth Class 7 Backfill
Original Contract Totals
Change Orders
Unit Price
EJCDC C-620 Contractor's Application for Payment
(c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.1 of 1
1580 East Stearns Street
Fayetteville, AR 72703
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