HomeMy WebLinkAbout194-20 RESOLUTION113 West Mountain Street
Fayetteville, AR 72701
(479) 575-8323
Resolution: 194-20
File Number: 2020-0528
BID #20-39 TRI STAR CONTRACTORS, LLC - 2019 TRANSPORTATION BOND
PROJECT:
A RESOLUTION TO AWARD BID #20-39 AND AUTHORIZE A CONTRACT WITH TRI
STAR CONTRACTORS, LLC IN THE AMOUNT OF $6,820,075.20 FOR THE
CONSTRUCTION OF THE ZION ROAD - VANTAGE DRIVE TO CROSSOVER ROAD
PROJECT, TO APPROVE A PROJECT CONTINGENCY IN THE AMOUNT OF $341,000.00,
AND TO APPROVE A BUDGET ADJUSTMENT- 2019 TRANSPORTATION BOND
PROJECT
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 awards Bid #20-39 and
authorizes Mayor Jordan to sign a contract with Tri Star Contractors, LLC in the amount of
$6,820,075.20 for the construction of the Zion Road - Vantage Drive to Crossover Road Project, and
further approves a project contingency in the amount of $341,000.00.
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 7/21/2020
Page 1 Printed on 7123120
Resolution: 194-20
File Number.' 2020-0528
Attest: �II I i r I►►►►►
rRF�,�i
0 9sG
FAYET-TEVILLE *;
Kara Paxton, City Clerk Treasurer;
4) G ON1C0
Page 2 Printed on 7123120
City of Fayetteville, Arkansas 113WestMountainStreet
Fayetteville, AR 72701
i \ (479) 575-8323
1
i
A Text File
File Number: 2020-0528
Agenda Date: 7/21/2020 Version: 1 Status: Passed
In Control: City Council Meetinq File Type: Resolution
Agenda Number: C. 2
BID #20-39 TRI STAR CONTRACTORS, LLC - 2019 TRANSPORTATION BOND PROJECT:
A RESOLUTION TO AWARD BID #20-39 AND AUTHORIZE A CONTRACT WITH TRI STAR
CONTRACTORS, LLC IN THE AMOUNT OF $6,820,075.20 FOR THE CONSTRUCTION OF THE
ZION ROAD - VANTAGE DRIVE TO CROSSOVER ROAD PROJECT, TO APPROVE A PROJECT
CONTINGENCY IN THE AMOUNT OF $341,000.00, AND TO APPROVE A BUDGET
ADJUSTMENT- 2019 TRANSPORTATION BOND PROJECT
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 awards Bid #20-39 and
authorizes Mayor Jordan to sign a contract with Tri Star Contractors, LLC in the amount of $6,820,075.20 for
the construction of the Zion Road - Vantage Drive to Crossover Road Project, and further approves a project
contingency in the amount of $341,000.00.
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.
City of Fayetteville, Arkansas Page 1 Printed on 712212020
Matt Casey
Submitted By
City of Fayetteville Staff Review Form
2020-0528
Legistar File ID
7/21/2020
City Council Meeting Date - Agenda Item Only
N/A for Non -Agenda Item
6/25/2020
Submitted Date
Action Recommendation:
ENGINEERING (621)
Division / Department
Approval of a contract in the amount of $6,820,075.20 with Tri Star Contractors, LLC for the construction of the Zion
Road — Vantage to Crossover Project, approval of a project contingency of $341,000.00 (5%) and approval of a
budget adjustment.
Budget Impact:
""" I I", 4602 - Streets Project 2019 Bonds
5400.860.5600-5808.00
5400.860.5700-5815.00 5400 - Water & Sewer
Account Number Fund
46020.7212
11011.2019.7212
Project Number
Budgeted Item? Yes
Does item have a cost? Yes
Budget Adjustment Attached? Yes
Purchase Order Number:
Change Order Number:
Original Contract Number:
Zion Rd. Improvements
Water & Sewer Relocations - Bond Projects
Current Budget
Funds Obligated
Current Balance
Item Cost
Budget Adjustment
Remaining Budget
Project Title
$ 50,557,254.00
$ 13,344,489.78
$ 37,212,764.22
$ 7,161,075.20
$ 7,161,077.00
{ $ 37,212,766.02
Previous Ordinance or Resolution #
Approval Date:
V20180321
Comments: Item cost includes the construction contract of $6,820,075.20 plus the project contingency $341,000.00.
CITY OF
FAYETTEVILLE
ARKANSAS
MEETING OF JULY 21, 2020
TO: Mayor and City Council
THRU: Susan Norton, Chief of Staff
Garner Stoll, Development Services Director
Chris Brown, City Engineer
FROM: Matt Casey, Engineering Design Manager
DATE: July 6, 2020
CITY COUNCIL MEMO
SUBJECT: Approval of a contract in the amount of $6,820,075.20 with Tri Star
Contractors, LLC. for the construction of the Zion Road — Vantage to
Crossover Project, approval of a project contingency of $341,000(5%) and
approval of a budget adjustment.
RECOMMENDATION:
Approval of a contract in the amount of $6,820,075.20 with Tri Star Contractors, LLC for the
construction of the Zion Road — Vantage to Crossover Project, approval of a project contingency
of $341,000.00 (5%) and approval of a budget adjustment.
BACKGROUND:
Zion Road from College Avenue to Highway 265 was included in the previous Transportation
Improvement Bond Program. The first phase of construction between College Avenue and
Vantage Drive was completed in 2008. In 2013, the second phase, between Vantage Drive and
Highway 265, was approved for funding through the bond program. On May 6, 2014, the
Fayetteville City Council approved a contract with MCE. for the design of the second phase of
Zion Road. The design was completed in early 2015, but there were not sufficient bond funds
remaining at the time to fully fund the construction of the project.
On July 16, 2019, the Council approved a contract with MCE to update the plans to include a
revised cross section consisting of a three -lane section with a 10' wide multi -use trail on the
north side and a 6' wide sidewalk on the south side.
DISCUSSION:
On June 24, 2020, the City received six (6) construction bids for this project. Tri Star
Contractors, LLC submitted the low bid which was approximately 19% below the Engineer's
Estimate of $8,422,851.21. Engineering staff recommends awarding this contract to Tri Star
Contractors, LLC. The contract time is 510 days (17 months) for final completion.
BUDGET/STAFF IMPACT:
The roadway and drainage improvements ($4,395,109.35) are funded by the 2019
Transportation Bond Program. The water and sewer relocations in this project ($2,424,965.85)
are funded by the Water and Sewer Fund Capital Improvement project appropriation. There
Mailing Address:
113 W. Mountain Street www.fayetteville-ar.gov
Fayetteville, AR 72701
was $4,900,000 allocated in the Transportation Bond Fund for the Zion Road project. The
design and land acquisition of this project were $33,500 and $67,000.00 respectively from this
fund. Construction phase services and materials testing are estimated to be $52,794.00. With
this construction contract and contingency ($220,000), it brings the current Zion Road project
total to $4,768,403.35.
Attachments:
Section 0500 Agreement
Bid Submittal
Bid Tab
Vicinity Map
Ili 141
T TT
T. k
30' F+ MIN. y
TYP. SEC. "1' / 1 ' �1 " - TYP. SEC..2"
o ,y- 1.
fl `(� .I .k p '`� het• w �a
t*Al
VARIES -
10' TYP.
30' F/F �TYR
MULTI -USE
SIDEWALK
TRAIL
10'
10'
10'
TRAVEL
CENTER
TRAVEL
18" WIDE
LANE
LANE
LANE
CURB &
GUTTER
TYPICAL SECTION "1"
VARIES
8, VARIES 8•
TYP. 30' TO 32' TYp,
VARIES VARIES EX.
101 I FSWi
MULTI-USE
TRAIL 10' MIN. 10' 10' MIN.
TRAVEL CENTER TRAVEL 18" WIDE
LANE LANE LANE CURB &
LANE WIDTHS VARY GUTTER
TYPICAL SECTION "2"
�CITY OF ZION ROAD IMPROVEMENTS
� FAYETTEVILLE VANTAGE DR. TO CROSSOVER RD.
ARKANSAS 2019 BOND PROGRAM
DOCUMENT 0400-BID FOR11
Contract Name: ZION ROAD PHASE H- N. VANTAGE DR. TO N. CROSSOVER RD,
Bid Number: 20-39, CONSTRUCTION
BID TO:
Owner: The City of Fayetteville, Arkansas
113 West Mountain Street
Fayetteville, Arkansas 72701
BID FROM:
Bidder: Tri Star Contractors, LLC
1910 Waukesha Rd
Siloam Springs, AR 72761
(479) 238-1088
ARTICLE 1- INTENT
1.01 The undersigned Bidder proposes an agrees, if this Bid is accepted, to enter into an
agreement with Owner in the form included in the Contract Documents to perform
and furnish all Work as specified or indicated in the Contract Documents for the Bid
price and within the Bid time indicated in this Bid and in accordance with the other
terms and conditions of the Contract Documents.
ARTICLE 2- TERMS AND CONDITIONS
2.01 Bidder accepts all of the terms and conditions of the Invitation to Bid and
Instructions to Bidders, including without limitation those dealing with the
disposition of Bid security. This Bid will remain subject to acceptance for 90 days
after the day of Bid opening. Bidder will sign and deliver the required number of
counterparts of the Agreement with the Bonds and other documents required by the
Bidding Requirements within 15 days after the date of Owner's Notice of Award.
0400-Bid Form 0400-1
19-2139 Zion Road Phase H
DOCUMENT 0400-BID FORM (continued)
ARTICLE 3- BIDDER'S REPRESENTATIONS
3.01 In submitting this Bid, Bidder represents, as more fully set forth in the Agreement,
that:
A. Bidder has examined and carefully studied the Bid Documents, and the
following Addenda, receipt of all which is hereby acknowledged:
Number
Date
6-10-20
(o-VI.20
(o -ta-ZD
B. Bidder has visited the Site and become familiar with and is satisfied as to the
general, local, and Site conditions that may affect cost, progress,
performance, and furnishing of the Work.
C. Bidder is familiar with and is satisfied as to all federal, state, and local Laws
and Regulations that may affect cost, progress, performance, and furnishing
of the Work.
D. Bidder has carefully studied all: (1) reports of explorations and tests of
subsurface conditions at or contiguous to the Site and all drawings of
physical conditions in or relating to existing surface or subsurface structures
at or contiguous to the Site; and (2) reports and drawings of a Hazardous
Environmental Condition, if any, at the Site. Bidder acknowledges that such
reports and drawings are not Contract Documents and may not be complete
for Bidder's purposes. Bidder acknowledges that Owner and Engineer do
not assume responsibility for the accuracy or completeness of information
and data shown or indicated in the Bid Documents with respect to
Underground Facilities at or contiguous to the Site.
E. Bidder has obtained and carefully studied (or assumes responsibility for
having done so) all such additional or supplementary examinations,
0400-Bid Form 0400-2
19-2139 Zion Road Phase 11
DOCUMENT 0400-BID FORM (continued)
ARTICLE 5- CONTRACT TIMES
5.01 Bidder agrees that the Work will be substantially completed and completed and ready
for final payment within the number of calendar days indicated in the Agreement.
5.02 Bidder accepts the provisions of the Agreement as to liquidated damages in the event
of failure to complete the Work within the times specified in the Agreement.
ARTICLE 6- BID CONTENT
6.01 The following documents are attached to and made a condition of this Bid:
A. Required Bid security in the form of a cashier's check from a bank located in the
—TAMA- fp Arkans,�s or a Bid Bond ' the unt of
jk 4 C `d+-t rr rX -Q o..a(D llSo?(0. 9 (p }
tro
B. A tabulation of Subcontractors and other persons and organizations required
to be identified in this Bid.
ARTICLE 7- COMMUNICATIONS
7.01 Communications concerning this Bid shall be addressed to the Bidder as follows:
Tri Star Contractors, LLC
1910 Waukesha Rd
Siloam Springs, AR 72761
Email tristarcontractors@yahoo.com
Phone No.479-238-1088
Fax No. 479-238-030
0400-Bid Form 0400-15
19-2139 Zion Road Phase II
DOCUMENT 0400-BID FORM (continued)
ARTICLE 8- TERMINOLOGY
8.01 The terms used in this Bid which are defined in the GENERAL CONDITIONS or
Instructions to Bidders will have the meanings assigned to them.
Arkansas State Contractor License No.0186220320
If Bidder is:
An Individual
Name (type or printed):
By: (SEAL)
(Individual's Signature)
Doing business as:
Business address:
Phone No: Fax No.
Email Address:
A Partnership
Partnership Name : (SEAL)
By:
general partner -attach evidence of authority to sign)
Name (type or printed):
Business address:
Phone No:
Email Address:
0400-Bid Form
19-2139 Zion Road Phase If
Fax No.
0400-16
DOCUMENT.0400-BID FORM (continued)
A Corporation or LLC
Corporation Name: Tri Star Contractors (SEAL)
State of Incorporation: Arkansas
Type (General Business, Professional, Service, Limited Liability):LLC
By: f1�--- .�-jYi=
general partner -attach evidence of authority to sign)
Name (type or printed): Anthony Nicholas Goedereis II
-r;ti— President
TE SEAL)
(Signature of
Business address: Tri Star Contractors
1910 Waukesha Rd Siloam Springs, AR 72761
Phone No:479-238-1088 Fax No.479-238-0030
Email Address: tristarcontractors@yahoo.com
Tax ID Number (TIIN)20-8197387
DUN S#
Cage Code:
F DOCUMENT 0400
0400-Bid Form 0400-t7
19-2139 Zion Road Phase II
STATE OF AIRIKANSAS
Charlie Daniels
SE.CUTARY OF STATE
To All to Whom These Presents Shall Come, Greetings:
I, Charlie Daniels, Secretary of State of Arkansas, do hereby certify that the
following and hereto attached instrument of writing is a tme and perfect copy of
Articles of Organization
of
TRI STAR CONTRACTORS, LLC
filed in this office
October 5, 2006
In TestLmony Whereof, I have hereunto set my
hand and affixed my official Seal. Done at my
office in the City of Little Rock, this 5th day of
October 2006.
Secretary of State
03-25-11;02:24PM; ;4794422774 # 4/ 4
11 • • I C c
NICHOLAS GOEDEMS, U
M
C.
Responses
Success: All data is valid!
Itern No,
Quarouty
Unit of Me.....
Unit Price
Total C0111-
Bid Schedule
1
Act 291, 1993 Trench & Excavation Safety
Success:
All values provided
#1 1
Systems
1
1
LS
$500 00
$ 500.00
Success:
All values provided
41 2
Erosion Control
2
LS
$ 45 000 00
S 45 000 00
Success:
All values provided
#1 11
Insurance and Bonding
3
1
LS
$200438,60
5200.438.50
Success:
All values provided
#' 4
Roadway Construction Control
4
LS
$30.000.00
S 3000000
Success:
All values provided
#1 5
Traffic Control and Maintenance
5
1
LS
$50,000,00
$50.000,00
Success:
All values provided
#1 6
Clearing, Grubbing. & Demolition
6
LS
$ 100 000.00
S 100,000.00
Mobilization (Street and Drainage, SCH 1) (Shall
Success:
All values provided
#1-7
not exceed 5 % of Total Bid)
1
LS
5209,009.23
$209.009.23
Success:
All values provided
#1 8
Undercut and Backfill (Allowance)
8
470
CY
S 22.00
$ 10 340.00
Success:
All values provided
#1 9
Rock Excavation (Allowance)
9
250
CY
$150.00
$37,500.00
Success:
All values provided
#1 10
Unclassified Excavation (Plan Quantity)
10
22770
CY
$8.75
$199.237 50
Success:
All values provided
#1 11
Select Embankment (Plan Quantity)
11
4685
CY
$ 11.75
$55,048.75
Success:
All values provided
#1 12
Embankment (Plan Quantity)
12
13340
CY
S 10.75
S 143 405 00
Success:
All values provided
01-13
Subgrade Preparation (Plan Quantity)
13
15406
CY
S 2.00
S 30.812.00
Success:
All values provided
#1-14
Undercut and Stone Backfill (Allowance)
14
5CC
TON
S 69.00
S 34.500 00
Success:
All values provided
#1-15
4" Topsoil Placement (Yard Areas)
15
10575
SY
$ 5,00
$ 52,875.00
Success:
All values provided
#1 16
4" Topsoil Placement (Other Areas)
16
8630
Sy
$5.00
$43.150.00
Success:
All values provided
01 17
18" RCP, Under Pavement
17
400
LF
$65,00
$26,000.00
Success:
All values provided
# '8
18" RCP, Outside Roadway
:8
LF
$ 50 00
S 81.750.00
Success:
All values provided
#1 19
24" RCP, Under Pavement
19
' 19
LF
$ 75.00
$ B.925.00
Success:
All values provided
#! 2e
24" RCP. Outside Roadway
2c
-.-r
LF
S 60 00
S 44 22000
Success:
All values provided
#1 21
30" RCP, Outside Roadway
21
142
LF
$ 75.00
$ 10,650,00
Success:
All values provided
#1 22
53" x 34" HERCP, Under Pavement
...
LF
$ 250.00
$ 22.750 00
Success:
All values provided
#1-23
53" x 34" HERCP, Outside Roadway
23
41
LF
$235.00
$ 9,635.00
Success:
All values provided
#1 24
42" RCP, Outside Roadway
LF
S 14900
S 4 76800
Success:
All values provided
#1-25
Reconstruct Existing Inlet Tops
25
6
EA
$ 37.50
$ 225.00
Success: All values provided
#1-26
4' Drop Inlet
26
25
EA
$ 3,400,00
$ 85.000.00
Success: All values provided
#1-27
4' Drop Inlet, Connnected to RC Box Culvert
27
2
FA
$ 4,500.00
s 9,000.00
Success: All values provided
#1-28
5' Drop Inlet
28
9
EA
$ 5,000.00
$ 45,000.00
Success: All values provided
#1-29
6' Drop Inlet
29
4
EA
$ 5,400.00
$ 21,600.00
Success: All values provided
#1-30
10' x 6' Drop Inlet Box
30
1
EA
$ 10,000,00
$ 10.000.00
Success: All values provided
#1-31
4' Junction Box
31
4
FA
$ 3,200.00
$ 12,800.00
Success: All values provided
#1-32
6' Junction Box
32
4
EA
$ 5.700 00
$ 22,800 00
Success: All values provided
#1-33
Drop Inlet Extensions (4')
33
18
FA
$1,000.00
$18,000.00
Success: All values provided
#1-34
Drop Inlet Extensions (8')
34
16
FA
$ 1,600.00
$ 25.600.00
Success: All values provided
01-35
Drop Inlet Extensions (12')
35
1
FA
$ 3,000.00
$ 3.000.00
Success: An values provided
#1-36
Reconstruct Existing Inlet with Reverse Throat
36
1
EA
$ 5.000.00
$ 5.000.00
Success: All values provided
#1-37
Connect Pipe to Existing Drainage Structure
37
1
FA
$1,200.00
$ 1,200.00
Success: All values provided
#1-38
Combination Inlet Frame/Top
38
3
EA
$ 3.800.00
$ 11,400.00
Success: All values provided
#1-39
18" Flared End Section
39
5
FA
s 1200.00
$ 6,000.00
Success: All values provided
#1 <0
24" Flared End Section
40
1
EA
$ 1.700.00
$ 1 700.00
Success: AN values provided
#141
4' x 4' Reinforce Concrete Box Culvert
41
114
LF
$ 400.00
$ 45,800.00
Concrete Headwall w/ Wingwalls to 4' x 4' RC Box
Success: AN values provided
#1-42
Culvert and Appurtances
42
1
LS
$ 7,000.00
$ 7,000.00
Concrete Headwall W Wingwalls to Dual 42" RCP
Success: All values provided
#143
and Appurtances
43
1
LS
$ 9.500.00
$ 9,500.00
Success: All values provided
#144
Rip -Rap
44
40
SY
$ 50,00
$ 2,000.00
Success: AN values provided
#145
Cold Milling Pavement (2")
45
3511
SY
$ 5.00
$ 17,555.00
Success: AN values provided
#146
2" ACHM Superpave Surface Course (Overlay)
46
740
TON
$ 105,00
$ 77.700.00
Success: All values provided
#147
3" ACHM Superpave Surface Course
47
2000
TON
$ 110.00
$ 220,000.00
Success: AN values provided
#1-48
3" ACHM Superpave Binder Course
48
2025
TON
$ 115,00
$ 232.875,00
Success: All values provided
#149
ACHM Superpave Binder Leveling Course
49
100
TON
$119.00
$11,900.00
Success: All values provided
#1-50
8" Class 7 Aggregate Base Course
50
14250
SY
$ 11.00
$ 156,750.00
Success: All values provided
#1-51
ACHM Patching of Existing Roadway
51
30
TON
$150.00
$ 4,500,00
Success: AN values provided
#1-52
Aggregate Based for Roadway Maintenance
52
100
TON
$ 40,00
$ 4,000.00
Success: AN values provided
#1-53
Prime Coat
53
11330
SY
$1.95
$ 22,093.50
Success: AN values provided
#1-54
Concrete Curb and Gutter
54
8375
LF
$ 18.00
$ 150,750.00
Success: All values provided
#1-55
Modified Concrete Curb and Gutter
55
780
LF
$ 20,00
$ 15,600 00
Success: All values provided
#1-56
Type B Concrete Curb and Gutter
56
380
LF
$ 22.00
$ 8,360.00
Success: AN values provided
#1-57
3" Curb (at Raised Concrete Apron)
57
75
LF
$ 19.O0
S 1,425.00
Success: All values provided
#1-58
12" Wide Ribbon Curb (Mini -Roundabout)
58
151
LF
S 17.00
$ 2.567.00
Success: All values provided
#1-59
I'Valley Curb (at Intersections)
59
265
LF
$ 22.00
S 5,8W.00
Success: AN values provided
#160
(4" Depth) 6' Wide Concrete Sidewalk
60
2260
SY
$ 52.00
$ 117,520.00
Success: All values provided
#161
(4" Depth) 10'Wide Concrete Trail
61
5000
SY
$ 52.00
$ 312,000.00
Success: All values provided
#162
(8" Depth) 10' Wide Colored Concrete Trail
62
240
SY
$ 100.00
$ 24,000.00
Crossings (per Detail TC1)
Success: All values provided
#163
Concrete ADA Ramp
63
225
SY
$ 96.75
$ 21,768.75
Success: All values provided
#164
Cast -in Place Detectable Waring Panel
64
524
SF
$ 27,00
$ 14. 148.00
Concrete Driveway Apron (6" Thick Approach
Success: AN values provided
#165
and Sidewalk)
65
670
SY
$ 60.00
$ 40,200.00
Success: AN values provided
#166
6" Thick Concrete Driveway
66
760
SY
$ 60.00
$ 45,600.00
Success: All values provided
9167
3" Thick Asphalt Driveway
67
130
SY
$ 28.00
$ 3,640.00
Success: All values provided
#168
Aggregate Base Course Driveway
68
155
SY
$ 15.00
$ 2,325.00
Success: AN values provided
0169
Raised Concrete Apron (at Mini Roundabout)
69
22
SY
$ 76.00
$1.650.00
Success: AN values provided
#1-70
Concrete Bus Pull -Out Apron
70
205
SY
S 85.00
$ 17.425.00
Variable Height Cast4n4nace Reinforced
Success: AN values provided
#1 71
Concrete Retaining Walls
71
390
LF
$ 200.00
$ 78,000.00
Steel Handrail (Retaining Walls and
Success: AN values provided
#1-72
Headwalls/ W i ngwal ls)
72
440
LF
$ 100.00
$ a4,000.00
Success: AN values provided
#1-73
Concrete Channel Paving
73
80
SY
$ 60,00
$ 4,800.00
Success: AN vakles provided
#1-74
6" Thick Concrete Flume w/ Energy Dissipaters
74
5
SY
$ 150.00
$ 750,00
Success: All values provided
01-75
Solid Sod (excludes Topsoil)
75
9980
SY
$ 4.00
$ 39,920.00
Success: All values provided
#1-76
Seeding and Mulching
76
2
ACRE
$ 2.200.00
$ a 400.00
Success: All values provided
#1-77
6" Solid Striping, White (Thermoplastic)
77
59
LF
$1.50
$ 88.50
Success: All values provided
#1-78
12" Solid Striping, White (Thermoplastic)
78
110
LF
$ 9,00
$ 990.00
Success: All values provided
#1-79
24" Solid Striping, White (Thermoplastic)
79
200
LF
$ 35.00
$ 7,000.00
Success: AN vales provided
#1-80
6" Solid Striping, Yellow (Thermoplastic)
80
11350
LF
$ 1.50
$ 17.025.00
Success: AN vales provided
#1-81
8" Solid Striping, Yellow (Thermoplastic)
81
172
LF
$ 4.50
$ 774.00
Success: AN values provided
#1-82
6" Skip Striping, Yellow (Thermoplastic)
82
2576
LF
$ 1_50
$ 3.864.00
Success: All values provided
#1-83
6" Skip Striping, Yellow (Reflective Paint)
83
1290
LF
$ 2.00
$ 2,580.00
Success: All values provided
#1-84
6" Solid Striping, Yellow (Reflective Paint)
84
290
LF
$ 2.00
S 580.00
Success: All values provided
#1-85
6" Dashed Striping, White (Thermoplastic)
85
30
LF
$1.50
$ 45.00
Success: All values provided
#1-86
Triangle Yield Line
86
30
LF
$ 32,00
$ 960.00
Success: All values provided
#1-87
1Y' Stop Bar (Thermoplastic)
87
95
LF
$ 8.00
$ 760.00
Success: All values provided
#1-88
24" Crosswalk Markings (Thermoplastic)
88
340
LF
$ 25,00
$ 8,500,00
Success: All values provided
#1-89
Pavement Symbols (Thermoplastic)
89
51
EA
$ 385.00
$19,635.00
Success: All values provided
#1-90
"YIELD" Pavement Symbols (Thermoplastic)
90
3
EA
$ 550,00
$ 1,650.00
Success: All values provided
011-91
Remove and Replace Mailboxes
91
5
EA
$ 300.00
$1,500.00
Retangular Rapid -Flashing Beacon, (Carmanah
Success: AN values provided
#1-92
R920)
92
2
EA
$ 15,000,00
$ 30.000.00
Success: All values provided
#1-93
Street Signs Installation, as Indicated on Plans
93
29
EA
$ 350.00
$10,150.00
Success: All values provided
#1-94
Project Signs
94
2
EA
$ 750.00
$ 1.500.00
Success: All values provided
#1-95
Illuminated Collapsible Bollard 3 Base Light
95
3
EA
$ 6.000.00
$ 18.000.00
Complete and Operational
Success: All values provided
#1-96
Integrally Colored Stamped Concrete (Splitter
96
221
SY
$ 120.00
$ 26.520.00
Islands and Apron)
Success: AN values provided
#1-97
26' Diameter Mountable Center Island
97
59
SY
$ 100.00
S 5,900.00
Su ,case: AN values provides
#1-98
Glass 360 Degree Reflective Curb Markers
98
53
EA
$ 64,00
$ 3,392,00
Success: All values provided
#1-99
Construction Adjacent to Pond
99
1
LS
$ 40,000.00
$ 40,000.00
Success: All values provided
#1-100
Construct Cable Fence with Gates
100
1
LS
$ 20 000.00
$ 20.000.00
Success: All values provided
01-101
Black Gum Tree, 2" Caliper, Installed
101
49
EA
$ 537.32
$26,328.68
Success: All values provided
#1-102
Willow Oak Tree, 2" Caliper, Installed
102
49
EA
$ 537.32
$ 26,328.68
Success: All values provided
91-103
Thornless Honey Locust Tree
103
6
EA
$ 537.32
$ 3,223.92
Success: All values provided
#1-104
Northen Red Oak Tree, 2" Caliper, Installed
104
23
EA
$ 537.32
$ 12,358.36
Success: All values provided
#1-105
Princeton Elm Tree, 2" Caliper, Installed
105
48
EA
$ 537.32
$ 25,791.36
Success: All values provided
#1-106
Oklahoma Red Bud Tree, T' Caliper, Installed
106
9
EA
$ 537 32
$ 4,835.88
Drip Irrigation System with Two RPZ Beckflow
Success: All values provided
#1-107
Preventers, Installed, Complete
107
1
LS
$ 42,537.00
$ 42,53T00
Type S1 Light Fixture, Pole and Foundation (14'
Success: All values provided
#1-108
Pole), Installed, Complete
108
69
EA
$ 5.641 00
$ 389 229.00
Type S2 Light Fixture, Pole and Foundation (30'
Success: All values provided
#1-109
Pole), Installed, Complete
109
6
EA
$ 4,634.00
$ 27,804.00
Success: All values provided
#1-110
1" Conduit in Trench
110
6708
LF
$ 5.93
$ 39.778.44
Success: All values provided
#1-111
Junction Boxes, Installed
ill
78
EA
$ 455.00
$ 35.490.00
Success: All values provided
#1-112
Conductors (2C1#8 & 1C/#8) Installed in Conduit
112
6708
LF
$ 2.40
$ 16.099.20
Success: Ali values provided
#1-113
Electrical Service, Installed
113
2
LF
$ 1,200.00
$ 2,400.00
Success: AN values provided
#1-114
Commercial Pedestal, Installed
114
2
EA
$ 10 500.00
$ 21 000.00
Success: All values provided
01-115
5' Juntion Box
115
1
EA
$ 3,500.00
$ 3.500.00
Bid Schedule 2
Success: AN values provided
#2-1
Act 291, 1993 Trench & Excavation Safety
116
1
LS
$ 500,00
$ 500 00
Systems
Success: All values provided
#2-2
Mobilization (Water and Sewer Utilities)
117
1
LS
$ 58,413.60
$ 58,413.50
Success: AN values provided
#2-3
Traffic Control (Water and Sewer Utilities)
118
1
LS
$20,000,00
$20.000.00
Success: AN valves provided
#24
124nch PVC, C-900, DR-14 Water Main
119
5095
LF
$ 48.00
$ 244,080.00
Success: AN values provided
#2-5
12-Inch PVC, C-900, DR-14 Restrained Joint
120
475
LF
$ 75.00
$ 35.625.00
Water Main
Success: A0 values provided
#26
84nch PVC, C-900, DR-14 Restrained Joint Water
121
Sao
LF
$ 60.00
$ 34,800.00
Main
Success: AN values provided
#2.7
6-Inch PVC, C-900, DR-14 Restrained Joint Water
122
215
LF
$ 50,00
$10750.00
Main
Success: All values provided
#26
S-inch Class 350 Restrained Joint DIP Water Main
123
5o
LF
$105.00
$ 5,250.00
Success: All values provided
#2-9
Existing Storm Sewer Protect, Point Repair and
124
1
LS
$ 15,000.00
$ 15,000.00
Temerorary Reroute - Water
Success: All values provided
#2-10
16-Inch Min. DID. Direct Bury Steel Casing
125
265
LF
$ 120.00
$ 31,800.00
Success: All values provided
#2-11
24-Inch Min. DIN. Direct Bury Steel Casing
126
150
LF
$ 125.00
$ 18,750.00
Success: All values provided
#2-12
124nch x ldnch Service Tap
127
13
EA
$ 250,00
$ 3,250.00
Success: All values provided
#2-13
8-Inch x 1-Inch Water Service Tap
128
1
EA
$ 350.00
$ 350.00
Success: All values provided
#2-14
64nch x 14nch Service Tap
129
6
EA
$ 250.00
$1,500.00
Success: All values provided
#2-15
1-Inch Coated Copper Service Tubing
130
400
LF
$ 30.00
$12 000.00
Success: All values provided
#2-16
24nch Min. DID. HDPE SDR-9 Casing
131
335
LF
$ 28.00
$ 9.380.00
Success: All values provided
#2-17
Single 1-Inch Meter Setting, Complete
132
6
EA
$ 1.400.00
$ 8.400.00
Success: AN values provided
#2-18
Single 5/64nch Irrigation Meter Setting, Complete
133
2
EA
$1,200,00
$ 2,400,00
Success: All values provided
#2-19
Double Meter Setting Reconnect
134
4
EA
$ 900.00
$ 3.600 00
Success: All values provided
#2-20
Single Meter Setting Reconnect
135
7
EA
$ 900.00
$ 6,300.00
Success: All values provided
#2-21
Abandon Exist WM and Service Line
136
2
EA
$ 1,800.00
$ 3,600.00
Success: All values provided
02-22
12-Inch Butterfly Valve with Box
137
29
EA
$ 8,290.00
$ 240,410.00
Success: All values provided
#2-23
8-Inch Gate Valve with Box
138
11
EA
$ 1,950.00
$ 21 450.00
Success: All values provided
02-24
64nch Gate Valve with Box
139
15
EA
S 1,500.00
$ 22,500.00
Success: All values provided
#2-25
Ductile Iron Fittings for Water Main
140
5755
LBS
$ 8.00
$ 46,040.00
Success: Ali values provided
#2-26
Three Way Fire Hydrant Assembly
141
13
EA
$ 5,500.00
$ 71,500.00
Success: All values provided
#2-27
Salvage Fire Hydrant to Owner
142
6
EA
$ 950.00
$ 5.700.00
Success: All values provided
#2-28
Abandon Valve
143
17
EA
$ 850,00
$ 14,450.00
Success: All values provided
#2-29
Abandon Existing Water Main Under Roadway
144
4000
LF
$ 18,00
$ 72.000.00
Sta. 0+36 Connect New Water Main to Existing
Success: AN vaMres provided
02-30
Water Main
145
1
EA
$ 2,000.00
$ 2,000,00
12-Inch x 12-Inch Tapping Sleeve, 12-Inch
Success: All values provided
#2-31
Tapping Valve with Box
146
2
EA
S 7.500.00
$ 15.000.00
84nch x 84nch Tapping Sleeve, 8-Inch Tapping
Success: All values provided
#2 32
Valve with Box
147
7
EA
$ 5,000.00
$ 35,000.00
6-Inch x 6-Inch Tapping Sleeve, 6-Inch Tapping
success: All values provided
#2-33
Valve with Box
148
3
EA
$ 4,000.00
$ 12,000.00
Success: AN values provided
#2-34
Anchor Collar for 6-Inch Water Main
149
4
EA
$1.500,00
$ 6,000.00
Success: All values provided
#2-35
Anchor Collar for 12-Inch Water Main
150
1
EA
$ 2,000.00
$ 2.000.00
Success: AN values provided
1112-36
Bench- Double Cut and Cap Existing Water Main
151
3
EA
$1,349.00
$ 4,047.00
Success: AN values provided
#2-37
8-Inch- Double Cut and Cap Existing Water Main
152
8
EA
$ 1 449.00
$ 11.592.00
Success: All values provided
82-38
124nch- Double Cut and Cap Existing Water Main
153
2
EA
$1.749.00
$ 3.498,00
Success: AN values provided
#2-39
Full Depth Class 7 Aggregate Base Course
154
4200
LF
$ 10.00
$ 42.000.00
Backfill (Water)
Success: A6 values provided
0240
Pavement Repair (Water)
155
580
LF
$ 75.00
$ 43,500.00
Success: All values provided
#241
Disinfection and Testing Water Main
156
1
LS
$ 5,500,00
$ 5,500.00
Success: Aft values provided
#242
Rod( Removal - Water
157
200
cr
$ 150.00
$ 30.000.00
Bid Schedule 3
Success: All values provided
#3-1
Act 291, 1993 Trench a, Excavation Safety
158
1
LS
$ 500,00
$ 500.00
Systems - Sewer
Success: All values provided
#3-2
Mobilization - Sewer
159
1
LS
$ 60.025.25
$ 60.025,25
Success: All values provided
#3-3
Traffic Control - Sewer
160
1
LS
$ 2,500.00
$ 2.500.00
Success: All values provided
#34
16-Inch PVC SDR-26 Gravity Sewer Main
161
2430
LF
$ 65,00
$ 157,950.00
Success: AN values provided
#3-5
15-Inch PVC SDR-26 Restrained Joint Sewer Main
162
435
LF
$ 110.00
$ 47.850.00
Success: All values provided
#3-6
8-Inch PVC SDR-26 Sewer Main
163
1000
LF
$ 55.00
$ 55,000.00
Success: All values provided
#3-7
6-Inch PVC SDR-26 Sewer Main
164
220
LF
$ 50.00
S11.00000
Success: All values provided
#3-8
44nch PVC C-900 DR-18 Sewer Main
165
20
LF
$ 40.00
$ 800.00
Success: All values provided
#3-9
16-Inch D.I., Epoxy Lined wl Polywrap, Sewer
166
670
LF
$ 140.00
$ 93S00.00
Main
Success: All values provided
#3-10
84nch D.1., Epoxy Lined wl Polywrap Sewer Main
167
265
LF
$ 85.00
$ 22,525.00
Success: All values provided
#3-11
30-Inch Steel Encasement by Bore
168
225
LF
$ 125.00
$ 28.125,00
Success: All values provided
#3-12
304nch Steel Encasement by Direct Bury
169
210
LF
$ 300.00
$ 63,000.00
Success: All values provided
#3-13
Sewer Main Trenching & Backfill, 0-6 Feet Deep
170
430
LF
$ 10.00
$ 4,300.00
Success: All values provided
4113-14
Sewer Main Trenching d Backfill, 6-10 Feet Deep
171
2465
LF
$12.00
$ 29.580.00
Sewer Main Trenching Backfill, 10-14 Feet
Success: All values provided
#3-15
DP
172
1365
LF
$ 15.00
$ 20,475.00
Success: All values provided
#3-16
Sewer Main Trenching & Backfill, 14-18 Feet
173
350
LF
$19.00
$ 6,650.00
Deep
Success: All values provided
#3-17
Sewer Main Trenching 3 Backfill, >18 Feet Deep
174
430
LF
$ 22.00
S 9.460.00
Success: All values provided
03-18
4' Diameter Manhole, 0.6 Feet Deep
175
16
EA
S 3,900.00
$ 62,400.00
Success: AN values provided
#3-19
4' Diameter Drop Manhole, 0-6 Feet Deep
176
1
EA
$ 4,300.00
$ 4.300.00
V Diameter Manhole, Extra Depth Over 6 Feet
Success: An values provided
#3-20
177
31
VF
$ 350.00
$10.850.00
Success: All values provided
#3-21
5' Diameter Manhole, 0-10 Feet Deep
178
12
EA
$ 6.900,00
$ 82.800.00
Success: All values provided
#3-22
5' Diameter Drop Manhole, 0-10 Feet Deep
179
1
EA
$ T200.00
$ 7.200.00
5' Diameter Manhole, Extra Depth Over 10 Feet
Success: All values provided
#3-23
180
46
VF
$ 490.00
$ 22,540.00
Success: All values provided
#3-24
V Diameter Manhole Epoxy Coating
181
133
VF
$ 300A0
$ 39.900,00
Success: An values provided
#3-25
5' Diameter Manhole Epoxy Coating
182
166
VF
$ 350.00
$ 58, 100.00
Success: All values provided
#3-26
Abandon Existing Sewer Main Under Roadway
183
3200
LF
$15.00
$ 48.000.00
Success: All values provided
#3-27
Abandon Manhole
184
18
EA
$ 750.00
$ 13.500.00
Success: AN values provided
03-28
Low Pressure testing Sewer Main
185
1
LS
S 5,500.00
$ 5,500.00
Success: AN values provided
#3-29
Vacuum Testing Sewer Manhole
186
1
LS
$ 4,500.00
$ 4.500 00
Success: All values provided
#3-30
CAst Iron MAhole Ring and Lid
187
30
EA
$ 250.00
$ 7,500.00
Success: All values provided
#3-31
Concrete Dams
188
3
EA
$ 100.00
$ 300.00
Success: All values provided
#3-32
Flowable Fill
189
10
CV
$ 10.00
$ 100.00
Success: All values provided
#3-33
Force Main Tracer Wire Access Port
190
2
EA
$ 250.00
$ 500.00
Success: All values provided
#3-34
Salvage Force Main Air Release Valve
191
1
EA
$1,250.00
$1,250.00
Full Depth Class 7 Aggregate Base Course
Success: All values provided
#3-35
Backfill (Sewer)
192
3775
LF
$ 15.00
$ 56.625.00
Success: All values provided
#3-36
Post Construction CCTV of Sewer Main
193
4855
LF
$ 3.00
$14,565.00
Success: All values provided
#3-37
Pavement Repair - Sewer
194
580
LF
$ 75,00
$ 43.500.00
Success: All values provided
#3-38
Ductile Iron Fittings for Sewer Force Main
195
20
LBS
$ 28.00
$ 560.00
Existing Storm Sewer Protect, Point Repair and
Success: A6 values provided
#3-39
Temporary Reroute - Sewer
196
1
LS
$15,000.00
$ 15.000.00
Success: All vah� provided
#3-40
Rock Removal - Sewer
197
800
Cv
$100.00
$ 80,000.00
%t r
Bid Tabulation
Bid 20-39, Construction - Zion Road; Vantange to Crossover
b
Items
Item
No.
Quantity
Requid
Unit
of
Measure
Unit
Price
iota)
Cost
Unit
PriceCostPrice
Total
Unk
Total
Cost
Unit
Price
Total
Cast
..It
Price
Total
Cost
Urill
ce
Total
Cost
91-1
Act 291, 1993 Trench i....vallon Safety Systems
I
1
LS
S20,000.00
$20,000.00
$12,000.00
$12,000.00
$10,D00.00
$10,000.00
$50,0000D
$50,000.00
$225,000.00 $225,DDD.00
$500
$500
41-2
Erosion Control
2
1
LS
$1SO,000.00
$150,000.00
$85,000.00
$85,000.00
$85,D00.00
$85,000.00
$125,000.00
$125,000.00
$165,000.00
S365,Dt100D
$45,D00.00
$45,000.00
91-3
Insurance and Bonding
3
1
LS
$50,D00.DO
$50,000.00 '-
$140.D00.00
$140,000.00
$101,200.00
$101,200.00
$200,000.DO
$200,000,00
$132,097.00
$132,087.00
$200,439,60
$200,438.60
91-4
Roadway Construction Control
4
1
LS
575,000.0"
$75,000.00
$100,000.00
$1DO,000.00
$210,000.00
$210,000.00
$125,000.00
$125,000.00
$49,000. DO
$38,000.00
$30,000.00
$30,000.00
91-5
Traffic Control and Maintenance
5
1
LS
S145,000.00
$145,000.00
5150,00D.00
:150,000.00
$130,000.00
:150000.00
$138,000.00
$138,000.00
'2101:1
1200,000.00
1383,800.00
5383,:00.no
$'0,000.00
$50,000.00
91.6
Clearing, Grubbing,&Demolition
6
1
LS
$160,000.00
$160,000.00
$279,000.00
$279,000:00
$250,000.nO
$200,00000
5343,600.00
$343,6MOD
S300,000.00
$300,090.00
91-7
Mobilixatlon lStreet and Drainage, 6CH II (Shall not exceed 5%of Total Bld)
7
1
LS
$260,000.00
$260,ODO.00
$260,000.00
$260,000.00
$132,000,00
$132AINBM
$200,000.00
$200,000.00
$187,500.00
$187,500.00
$209,009.23
$209,009.23
pi-8
Undercut and Backfill(Allowancel
8
470
Cy
$75
$35,250.00
$18
$9,460.00
$40
$18,800.00
$45
$21,150.00
$29
$13,630.00
$22
$10,340.00
91.9
Rock Excaiation(Allowance)
9
250
CY
$145
$36,25000
$35
$9,750.00
$175
$43,750.00
$200
$50,00000
$225
$56,250.00
" $150
$37,500.Do
91-10
Unclassified Excayation(Plan Quantity)
10
22770
CY
$13
$296,010.00
$to
S227,700.00
$Is
$409.860.00
$14
$318,790.00
$22
5S00,940.00
$8.75
$199,237.50
91-II
Select Embankment (Plan Quantity)
11
4685
CY
$26
$121,810.00
$11
$51,535.00
$18
$84,330.00
$22
$103,070.00
$26
$121,810.00
$11.75
555,048.75
9112
Embankment (Plan Quantity)
12
13340
Cy
$19
$253,460.DO '^
$12
S160,080.00
$10
$133,400.00
$14
$186,760.00
$26
$346,840.00
$10.75
$143,405.00
91-13
Subgrade Preparation (Plan Quantity)
13
15406
Cy
$1.5S
$2114M.30
$2
$30,812.00
$2.85
$43,907.10
$14
$215,684.00
$to
$154,060.00
$2
$30,812.00
91-14
Undercut and Stone Backflll(Aliowancel
14
500
TON
$55
$27,500.00
$28
$14,000.00
$29
$14,000.00
$30
$15,000.00
$45
$22,500.00
$69
$34,500.00
91-15
4" Topsoil Placement (Yard Areas)
15
10575
SY
S3.51
$37,119.25
$4
$42,300. DO
$3.75
$39,65625
SS
552,87S.00
$6
$63,450.00
$5
$52,875.00
91-16
4" Topsoil Placement (OtherAreas)
16
8630
SY
$3.51
$30,292.30
$4
$34,520.DO
$3.75
$32,362.SO ;:
$5
$43,150.DO
$6
$51,790.00
$5
$43,150.00
91 17
18" RCP, Under Pavement
17
400
LF
S70.SO
$28,200.00
$87
$34,800.D0
$as
$35,7DO.00
$75
$30,000.00
$57.40
$22,594.90
$65
$26,000.DO
NJ '1
18" RCP, Outside Roadway
18
1635
LF
$38.60
$63,111.00
$51
$83,385.00
$66
5107.910.00
$50
$81,750.00
$49.20
$80,442.00
$50
$81,750.00
91-19
24" RCP, Under Pavement
19
119
LF
$95.50
$11,364.50
$96
$11,424,00
$lot
$12,019.00
$85
$10,115.00
$84
$9,996.00
$75
$4,925.00
91-20
24" RCP, Outside Roadway
20
737
LF
S50.02
$36,964.74
$60
$44,220.00
$77
$56,749.00
$60
$44,220.00
$72
$53,064.00
$60
544,220.00
91-21
30" RCP, Outside Roadway
21
142
LF
$72
$10,224.00
$83
$11,786.00
$94
$13,348.00
sins
$14,910,00
$105
$14,910.00
$75
$10,650.00
9122
53"z34'. HERCP, Under Pavement
22
91
LF
$243
$22,113.UO
$200
$18200,p
$248
$27,568.00
$200
$1/,20p,00
$360
$32,760.00
$250
$22,750.00
p1.73
53"xER34" HCP, Outside Roadway
23
41
LF
$195
$7,995,00
$165
Al"
$193
$7,913.00
$165
$6,705A0
$308
$12,628.00
$235
59.635.00
91-24
42" RCP, outside Roadway
24
32
LF
$225
$7,200,00
5140
$4r48M
$167
$5,344.00
$tso
$4,90000
$219
$7,009.00
$149
$4,768.00
1- 25
Re construct Existing Inlet Tops
25
6
EA
$3,700,00
$22,200.00
$3,000.00
$18,000.00
$2,050.00
$12,30000
SI,500.00
$9,000.00
52,5D000
$15,000.00
537,50
$223.00
p1-26
4'Dmp Inlet
26
25
EA
$4,025.f10
$100,625.00
$3,500.00
$87,500.00
$S,20000
$130,000.00
$4,000.00
$100,000.00
53,6DO.D0
$90,000.00
$3,400.00
$851000.00
91-27
4' Drop Inlet, Connected to RC Box Culvert
27
2
EA
$4,375.D0
$8,750.On
$3,800.00
$7,600.00
$5,400.00
$10,8D0.00
$5,000.00
510,000.DO
53,600.00
$7,200.00
$4,500.00
$9,000.00
91-28
5' Drop Inlet
28
9
EA
S4.575.00
$41,175.00
$4,800.DO
$43,200.00
$6,700,00
$60.300.00
$5,000.00
S4S,000.On
$6,300.00
$56,700,00
55,ODO.00
$45,000.00
91-29
6' Drop Inlet
29
4
EA
58,400.00
$33,600,00
$7,200.00
$28,900.00
$8,900.00
$35,60000
$7,OOD.00
$29,000.00
$7,300.00
S29,200.00
$5,400.00
$21,600.00
91-30
10'x 6' Drop Inlet Box
30
1
EA
$11,605,00
$11,605,00
S17,000.DO
517,000.00
$11,300.00
S11,30000
$I5,000.00
$15,00000
59,SD0.00
$9,500.00
$20,000.00
$10,000,00
91-31
4:lunn.on Box
31
4
EA
$4,190.00
$16,760,00
$3,900.D0
$15,600.DO
$5,600.00
$22,400.00
$4,DDD00
$16,000.00
$3,600.00
$14,400.00
$3,200.00
$12,90D.00
1-32
6Junction Box
32
4
EA
$6,810.00
$27,240.00
$7,500.00
S30,000.D0
$9,500.00
$38,DO0.00
S7,D00.00
$28,000.00
$7,3DO.00
$29,200. DO
$5,700.00
$22,90D.00
p1-33
Drop Inlet Extensions (4')
33
18
FA
$915
$16,470.00
$1,550.00
$77,900.D0
$1,120.00
$20,160,00
$1,200,00
$21,600.00
$2,000.00
$36,000.00
$1,000.00
$18,000.00
9134
Drop Inlet Ex tensions (B')
34
16
EA
51,075.00
$17,200.00
$3,200.00
$51,2DO.00
$1,895.00
$30,320.00
$2,000,00
$32,DOO.00
$4,000.00
$64,000.00
$1,600,00
525,600.00
91-35
Drop Inlet Extensions(12')
35
1
EA
$1,960.00
$1,960.00
$3,910.00
$3,910.00
$2,725.00
$2,725.00
$3,000.00
$3,000.00
$6,000.00
$6,DOO.00
$3,000.00
$3,000.00
91-36
Reconstruct Existing Inlet with Reverse Throat
36
1
EA
$3,075.00
53,07S.DO
$4,2SO.00
$4,250.00
$2,960.00
$2,960,00
$2,500.00
$2,500.00
$3,800.00
$3.800.00
$5,000.00
$5,000,00
91-37
Connect Pipe to Existing Drainage Structure
37
1
EA
$1,420.00
51,420.00
S1,2D0.00
$1,Mlllll
$1,435.00
$1,435.00
$2,000.00
$2,000.00
53,500.00
$3,500.00
51,200.00
$11200.00
91-38
Combination Inlet Frame/Top
38
3
EA
$7,950.00
$23,85000
$4,590.00
$13,770.00
$3,550.00
$10,650.00
$1,500.00
$4,500.00
$7,200.00
$21,600.DO
53,80000
$11,400,00
91-39
Is- Flared End Section
39
5
EA
$974
$4,620.DO
5640
$3,200.00
$1,040.00
$5,200.00
$600
$3,000.00
$750
$3,750.00
$1,20000
$6,000.00
91-40
24" Flared End Section
40
1
FA
$1,165.00
$1,165.00
$780
$790
$1,235.00
$1,235.00
$800
$ROO
5800
$800
$1,700,00
$1,700.00
91 41
4' x 4' Reinforce Concrete Box Culvert -41
114
LF
$360
$41,040.00
$425
$48,450.00
$498
$56,772.00
$S75
$65.550 00
$510
$58,140.00
$400
$45,600,00
91-42
Concrete Headwall w/ Wingwalls to 4x 4' RC Box Culvert and Appurtances
42
1
LS
$14,800.00
$14,800 00
SIO,ODD.00
$10,000.00
56,97500
$00M
S35,000.00
S3S,OD0 00
572,200.00
$72,200.00
$7,000.00
57,000.00
91-43
Concrete Headwall w/ Wingwalls to Dual 42" RCP and Appurtances
43
1
LS
$14,900.00
$14,800.00
511,40D.DO
$11,400.00
$8,000.00
SIA"
$30,000.00
$30,00000
510,ODO.00
$10,000.00
$9,50D.00
$9,500.00
91-44
Rip -Rap
44
40
SY
$120
$4,800,00
$26
Room
$115
$4,600.00
$175
$5,D0o.00
$75
$3,000.00
$50
$2,000.00
91-45
Cold Milling Pavement (2")
45
3511
SY
$SAS
$20,539.35
$6,70
$23,523.70
$6.55
$22,997OS
$6
$21,066,00
$7
$24,577.00
$5
$17,555.00
I91-46
2" ACHM Superpave Surface Course (Overlay)
46
740
TON
$87.30
$64,602.00
Sion
$74,000.D0
$98
$72,S20.00
$97
$71,780.00
$97
$71,780.00
$105
$77,700.00
j91-47
3" ACHM Superpave Surface Course
47
2000
TON
S82.30
$164,600.00
$92
$184,000,00
$92
$194.000,00
593
$186,000,00
S92.30
$184,600.00
$110
$22O,000.00
8,18
3" ACHM Superpave Binder Course
48
2025
TON
$71.55
$144,889.75
$80
$162,D00.00
$90
$162,000,00
582
$166.050,00 `:
$81.55
$165,138.75
$115
$232,875.00
k1-49
ACHM Superpave Binder Leveling Course
49
100
TON
$103
$10,300.00
5120
$12,OD0.D0
$115
$11,500.00
$115
$11,500.00
$120
$12,000.00
S119
$11,900.00
f11.50
8" Class 7 Aggregate Base Course
SO
14250
SY
$10
$142,590.00
$12.70
$180,97500
$14
$199,500.00
$14
$199,500.00
$24
$342,000.00
$11
$156,750.00
9151
ACHM Patching of Existing Roadway
51
30
TON
$306
$9,I8U.00
$100
$3,000.00
$343
510,790.00
$275
S6,750.00
$350
$10,500.00
$150
$4,5130.DO
91-52
Aggregate Based for Roadway Maintenance
52
100
TON
$115
$11,500.00
$36
$3,600.00
536
$3,600.00
$80
$9,000.00
$36
$3,500.00
S4D
$4,00000
91-53
Prime Coat
53
11330
SY
$1.25
$24,102J0
$1.50
595.00
$1.40
$15,862.DO
$2
$22,660.00
$1.25
$14,162.50
$1.95
$22,093.50
91-S4
Concrete Curb and Gutter
54
8375
LF
$18.50
$154,937.50
$14
SI17,169250.00
$15.50
$129,812.SO
$26
S217,750.00.
S22
$184,250.00
$18
S350,750.00
91-SS
Modified Concrete Curb and Gutter
55
780
LF
$75
$19,500.00
$14
$10,920.00
$16.50
$12,970.00
$26
$20,290.00
$24
$18,720.00
$20
$15,600.00
01-56
Type 6 Concrete Curb and Gutter
56
380
LF
$45
$17,10000 1
$13.50
$5,230.00
$18.50
$7,030.00
$76
$9,880.00
$24
$9,120.00
$22
$8,360.00
3"Curb(at Raised Concrete Apron)
57
75
LF
$57
$4,275.00
$12.70
$952.30
$IB
$1,350.00
$30
S7,2SO.00
$24
$1,a00.00
$19
$1,425.00
12" Wide Ribbon Curb (Mini -Roundabout)
58
151
LF
$58
$8,758.00
$16
"am
$26
$3,926.00
$32
$4,932.00
$30
$4,530.00
$17
$2,567.00
V Valley Curb (at Intersections)
59
26S
IF
Sao
$15,900.00
$14
$91710A0
$19.50
$5,167,50
$32
$8.490.00
$24
$6,360.00
$22
$5,830.00
(a- Depth) 6' Wide Concrete Sidewalk
60
2260
SY
S60
$135,600.00
$50
$113,000.00
544
$MA6000
$55
$124.300.00
$55
5124,300.00
S52
$117,520.00
(4" Depth) 30' Wide Concrete Trail
61
60DO
SY
$55
$330,000.00
$52
$312.000.00
S44
$264000.00
$55
$330,000.00
$55
$330,000.00
$52
$312,000.00
(8'Depth) 30'Wide Colored Concrete Trail Crossings (per Detail TCl)
62
240
SY
$ISS
$37,200.00
$94.21
$22,610.40
$99
$23,760.00
$130
$31,200.00
$195
$46,800.00
$100
$24,000.00
Concrete ADA Ramp
63
225
SY
$90
$20,250.00
$60
$13,500=
$50
$111290.1110
$65
514,625.00
$as
$19,125.00
$96.75
$21.768.75
Cast -in Place Detectable Warning Panel
64
524
SF
$45
$23,580.00
$60
$31,440.00
$22.50
$11,79A00
$25
$13,100.00
$35
$18,340.00
$27
514,148.00
Concrete Driveway Apron (6" Thick Approach and Sidewalk)
65
670
SY
$90
$60,30000
$65
$43,550.00
$56
53) 520.00
$55
$36,0.90Oo
$75
$50,250.00
$60
$40,200.00
6" Thick Concrete Driveway
fib
760
SY
$79
$59,280.00
$64
$48,640.00
$51
$34,740.W
$55
$41.800.00
$75
$57,000.00
$60
$45,600.0C
3" Thick Asphalt Driveway
67
130
SY
$40
$5,200.00
$50
$6,500.00
$28
$3,600.00
$35
$4 550.00
$55
$7,150.00
$28
$SA40M
Aggregate Base Course Driveway
68
155
SY
$22
$3,410.00
$15
$2,325.00
$13.50
$2,092,50
$12
$1A90.W
$36
$5,580.00
$15
$2,325.00
Raised Concrete Apron (at Mini Roundabout)
69
22
SY
$195
$4,290.00
$156
$3.432.00
$75
$1,6WA0
$175
53,850.00
$125
$2,750.00
$75
$L050.00
Concrete Bus Pull -Out Apron
70
205
SY
$107.50
$22,037.50
$80
$16,400.00
$55
$11,273A0
$85
$17,425.00
$125
$25,625.00
$85
$17.425.00
Variable Height Cast -in -Place Reinforced Concrete Retaining Walls
71
390
IF
$720
$290,900.00
S240
$93,600.00
$566
$220,740.00
S450
5775,500.00
$166
$111474111.00
$200
$78,000.00
Steel Handrail (Retaining Walls and Headwalls/Wingwalls)
72
440
IF
$135
$59,400.00
$25
$11,000.p
$100
$44,000.00
$85
$37,400.00
$247
$64.680.00
$100
$44,000.D0
Concrete Channel Paving
73
8D
SY
$400
S320D0.00
$72
$5,760.00
$62
$4,960.00
$ISO
$12,000.00
$125
$10,OD0.00
$60
$4,11100.00
6" Thick Concrete Flume w/ Energy Dissipaters
74
5
SY
$380
$1,900.00
$82
$420
$108
$540
$200
$1,000.D0
$300
$1,500.00
$150
57`,
Solid Sod (excludes Topsoil)
75
9980
SY
$3.40
$33,932.00
$4.40
$43,912.00
$3.60
$35,928.00
$6
$59,990.00
$4.70
546,906.00
$4
$39,920.0,
Seeding and Mulching
76
2
ACRE
$2,353.89
$4,707.78
$2,880.00
$5,760.00
$2,475.00
$4,950.00
54,000.00
$8,000.00
$3,090.00
$6.160.00
$2,200.00
$4AW.00
6" Solid Striping White (Thermoplastic)
77
59
IF
$1.35
$79.65
$1.50
$88.50
$1.40
582.60
$1.50
$88.50
$1.50
$88.50
$1.50
$88.50
12" Solid Striping White (Thermoplastic)
78
110
IF
$7.57
$9111IL70
$8.50
$935.00
$7.75
$952.50
$to
$1,300.00
$8.40
$924.00
$9
$990
24" Solid Striping White (Thermoplastic)
79
200
LF
$15.13
$34""
$17
$3,400.00
$15.50
$3.100.00
$20
54,000.00
$16.80
$3,360.00
$35
$7.000.00
6" Solid Striping Yellow (Thermoplastic)
80
11350
LF
$1.35
$I511il 0
$1.50
$17,025.00
$2.40
$15,890.00
$1.50
$17,075.00
$1.50
$17,025.00
$1.50
$17,025.00
B" Solid Striping Yellow (Thermoplastic)
81
172
LF
$4.32
$748.04
$4.95
$834.20
$4.50
$774.00
$20
$3,440.00
$4.80
$825.60
$4.50
$774.00
6" Skip Striping Yellow (Thermoplastic)
82
2576
LF
$1.35
$SA77A0
$1.50
$3,964.00
$1.40
$3,606.40
$1.50
$3,964.00
$1.50
$3,864.00
$1.50
$3,964.00
6" Skip Striping Yellow (Reflective Paint)
83
1290
LF
$2.16
$2,786.40
$2.40
$3,096.00
$2.25
$2,902.50
$2.50
$3.225.00
$2.40
$3,096.00
$2
$2,580.00
5" Solid Striping Yellow (Reflective Paint)
84
290
LF
$2.16
$626.40
$2.40
$696.00
$2.25
$652.50
$2.50
$725.00
$2.40
$696.00
$2
$5ao
6" Dashed Striping White (Thermoplastic)
85
30
LF
$1.35
$40.50 }
$1.50
$45.00
$1.40
542.00
$1.50
545.00
$1.50
$45.00
$1.50
$45.00
Triangle Yield Line
86
30
IF
$32.42
$972.60
$36.30
$1,089.00
$33.25
$997.50
S40
$1,200.00
$36
$I,OB0.00
$32
$960
12" Stop Bar (Thermoplastic)
87
95
LF
$7.57
$719.15
$8.50
$807.50
$7.75
$736.25
$SO
$950
58.40
$798.00
$8
$760
24" Crosswalk Markings (Thermoplastic)
88
340
LF
$21.62
$7,350AC
524.20
$8.228.00
$22.25
$7,565.00
S25
$9,500.00
$24
58,160.00
$25
$9,500.00
Pavement Symbols (Thermoplastic)
89
51
EA
$378.26
$19,291.26
5423.50
$21.598.50
$388
$19,788.00
5425
$21.675.00
$420
$21,420.00
$385
$19,635.00
"YIELD" Pavement Symbols (Thermoplastic)
90
3
EA
$540.38
$1,621.14
$605
$1,815.00
$554
$1,662.00
$625
$1,875.00
5600
$1,800.00
$550
SIASO.00
Remove and Replace Mailboxes
91
5
EA
$270.19
$1,350.95
$300
51,500.00
$277
$1,395.00
$325
$1,625.00
$300
$1,500.00
$300
$1,500.00
Retangular Rapid -Flashing Beacon,(Carmanah R920)
92
2
EA
$11.898.32
523,776.64
$5.170.00
$10,140.00
$12,310.00
$24,620.00
$13.000.00
$26,000.00
$12.000.00
$24,000.00
$15,000.00
$30,000.00
Street Signs Installation, as lndicatedon Plans
93
29
EA
$324.23
"AOL67
$365
$10,595.00
$333
$9,657.00
5400
$11,6W.00
$360
$10,440.00
$350
$10,150.00
Project Signs
94
2
EA
$810.57
$1,621.14
51,150.00
$2,300.00
$831
$1.662.00
$1,500.D0
$3,000.00
$900
$1,800.00
$750
$1,50.00
Illuminated Collapsible Bollard & Base Light Complete and Operational
95
3
EA
$5,133.59
$15AW.77
$6,500.00
$19,500.00
$5,320.00
$15,960.00
$6,000.00
$19.000.00
$5,700.00
$17,100.00
$6,000.00
$18,000.00
Integrally Colored Stamped Concrete (Splitter Islands and Apron)
96
221
SY
$204
545,084.00
$182
$40,222.00
$98
$21,659.0111
$135
$29,935.00
$195
$43,095.00
$120
$26,520.00
26' Diameter Mountable Center Island
97
59
SY
$214.31
$12,644.29
$135
$7,965.00
$102
$6.018.00
$225
$13,275.00
y $195
$11,505.00
$100
$5.M.00
Glass 360 Degree Reflective Curb Marken
96
53
EA
$84.41
$4,473.73
$75
$3,975.00
$135
$7.155.00
$35
"As&00
$95
$5,035.00
$64
$3,392.00
Construction Adjacent to Pond
99
1
IS
$275,000.00
$275,000.00
$15,000.00
$15,000.00
$78,000.00
$78,000.00
$25.000.00
$75,000.00
S12,600.00
$12A0040
$40,000.00
S40,D00.00
Construct Cable Fence with Gates
100
1
IS
$15,130.59
$15,130.59
$16,500.00
$26,500.00
$12.600.00
$12,600.00
$8.000.00
$8.000.00
S1S,400.00
$15.400.00
$20,000.00
$20,0D0.00
Black Gum Tree, 2" Caliper, Installed
101
49
EA
$580.71
$28,454.79
$675
$33,075.00
$607.25
$29.755.25
5400
$19,600.00
51,077.00
$52,773.00
$537.32
$26,328.68
Willow Oak Tree, 2" Caliper, Installed
102
49
EA
$580.71
$28,454.79
$675
$33,075.00
$607.25
$29,755.25
5400
$19,600.00
53.077.00
$52,773.00
$537.32
$26,328.68
Thornless Honey Locust Tree
103
6
EA
$580.71
$3,494.26
5675
$4,050.00
$607.25
$3,643.50
$400
$2,a00.00
51,077.00
$6,462.00
$537.32
$3,223.92
Northen Red Oak Tree, 2- Caliper, Installed
104
23
EA
$580.71
$13,356.33
$675
$15,525.00
$607.25
$13,966.75
5400
$9,200.00
$1,077.00
$24,771.00
$537.32
$12,358.36
Princeton Elm Tree, 2" Caliper, Installed
105
48
EA
$580.71
$27,874.08
$675
$32,400.00
$607.25
$29,148.00
$400
$19,200.00
$1,077.00
$51,696.00
$537.32
$25,791.36
Oklahoma Red Bud Tree, 2" Caliper, Installed
106
9
EA
$580.71
$5,226.39
$675
$6,075.00
$607.25
$5,465.25
$400
$3,600.00
$2,077.00
$9,693.00
$537.32
54,835.88
Drip Irrigation System with Two RPZ Backflow Preventers, Installed, Complete
107
1
LS
545,972.68
545,972.68
$52,680.00
$52,680.00
548,071.00
548,071.00
$20,000.00
$20,000.00
SS7,420.00
$57.420.00
542,537.00
542,537.00
Type S1 Light Fixture, Pole and Foundation (14' Pole), Installed, Complete
108
69
EA
$7,619.33
$525,733.77
$7,020.DO
5484,380.00
$6,375.00
5439,875.00
$6,800.00
5469,200.00
$7.800.00
$538,200.00
$5,641.00
$389,229.00
Type S2 Light Fixture, Pole and Foundation (30' Pole), Installed, Complete
109
6
EA
$8.132.69
$49,796.14
$6,785.00
$40,710.00
$5,238.00
$31,429.00
56,SWOD
$39,000.00
$7,925.00
547.550.00
$4,634.00
$27,904.00
1" Conduit in Trench
110
6709
If
$6.92
$46,419.36
$5.40
$36,223.20
$6.70
$44,943.60
$5
$3g340.W
$8.40
$56,347.20
$5.93
539,778.44
Junction Boxes, Installed
111
78
EA
$903.51
$70,473.79
$370
$29,11150.00
$469
$36.592.00
$400
531,200.00
$890
$69,420.00
5455
$35,490.00
Conductors (2C/98&1C/98) Installed in Conduit
112
6708
IF
$2.59
$17,373.72
$5.15
$34,546.20
$2.34
$19Onia
$3
$20,124.00
$2.90
$19,453.20
$2.40
$16,099.20
Electricel Service, Installed
113
2
IF
$2,701.99
$5,403.78
$7,670.00
$15,340.00
$1,170.00
$2,81al
$3.800.00
$7,600.00
$2,900.00
$5,800.00
$1,200.00
$2,400.00
Commercial Pedestal, Installed
114
2
EA
$12.969.08
$25,938.16
$10,030.00
$20,090.00
$10,625.00
$21,250.00
$15.000.00
$30.000.00
$12,900.00
$25,8000D
$10,500.00
$21,000.00
5'Juntion Box
115
1
EA
$5,500.00
$5,500.00
$6,000.00
$6,000.00
$6,500.00
$6,500.00
$10,000.00
$10,ODO.00
56,500.00
$6,500.00
$3,500.00
$3,500.00
Act 291, 1993 Trench & Excavation Safety Systems
116
1
IS
$23,776.64
$23,776.64
$5,000.00
$5,000.00
$6,500.00
56,500.00
$5,000.00
$5,000.00
525,000.00
$25,000.00
SSW
$5W
Mobilization (Water and Sewer Utilities)
117
1
LS
$75,652.95
575,652.95
$SO,000.00
$50,000.00
$35,000.00
$35,000.00
$30.000.00
$gq,90$.N
$110,000.00
$110,000.00
$58,413.60
$58,413.60
Traffic Control (Water and Sewer Utilities)
118
1
IS
$21,615.13
$21,615.13
$6,000.00
$OAgga,M
$15.000.00
$15,000.00
$30,000.00
$30,000.00
$30,000.00
$30,000.00
520,000.00
$20.000.00
12-Inch PVC, C-900, DR-14 Water Main
119
5085
IF
$99.70
$456,124.50
543.40
$221~
S74
$376,290.00
S60
$305,100.00
$60
$305,100.00
S48
$244,080.00
12-Inch PVC, C-900, DR-14 Restrained Joint Water Main
120
475
LF
$149.14
$70,841.50
$53.40
$39,990.00
$119
$56,525.00
$85
$40,375.00
$95
$40,375.00
$75
$35,625.00
8-Inch PVC, C-900, DR-14 Restrained Joint Water Main
121
580
LF
$111.32
$64,565.60
$45.25
$21a gal
$89
$51,040.00
$65
$37,700.00
$65
$37,700.00
S60
$34,800.00
6-Inch PVC, C-900, DR-14 Restrained Joint Water Main
122
215
LF
$101.59
$21,841.85
$27.80
$SAVJN
$90
$17,200.00
$55
$11,825.00
$55
$11,825.00
$50
$10,750.00
9-Inch Class 350 Restrained Joint DIP Water Main
123
50
LF
$134.01
$6,700.50
$57
$a,000.00
$107
$5,350.00
$85
$4,250.00
$95
54,250.00
$105
$5,250.00
Existing Storm Sewer Protect, Point Repair and Temerorary Reroute - Water
124
1
IS
$16,211.35
$16,211.35
$9,000.00
$9,000.00
$9,900.00
$9,900.00
$8,000.00
$BAWA0
58,000.00
$$ANO 0
$15,000.00
$15,000.00
16-Inch Min. Dia. Direct Bury Steel Casing
125
265
LF
$153.47
540,669.55
$110
$71111,100.11111
$121
$32,065.00
MO
$39,750.00
$150
$39.750.00
$120
$31,800.00
24Anch Min. Dia. Direct Bury Steel Casing
126
ISO
LF
$241.01
536,151.50
$180
$27,000.00
$190
$28,500.00
$200
$30,000.00
$200
$30,000.00
$125
$111,750.W
12-Inchx1-Inch Service Tap
127
13
EA
$810.57
$10,537.41
$480
$6,240.00
5425
$5.525.00
5800
$10.400.00
SSW
$10,400.00
$250
$3,250.00
8-Inchxl-Inch Water Service Tap
128
1
EA
$616.03
5616.03
5470
$470
5400
$400
5600
$600
S600
$600
$350
$350
6-Inchx1-Inch Service Tap
129
6
EA
$518.76
$3,112.56
5450
$2,700,00
$325
$1,950.00
5400
$2,400.00
S400
$2,400.00
$250
$1,5W.00
1-Inch Coated Copper Service Tubing
130
400
LF
$31.34
$12,536.00
$20
$111,111011.0111
$25
$10,000.00
$22
Se,em.00
$22
$8,800.00
$30
512,000.W
2-Inch Min. Dia. HOPE SDR-9 Casing
131
335
LF
$15.13
$5,068.55
$47
$15,745.00
$12.50
$4AVJ*
$40
$13,400.00
$40
$13,400.00
$28
59,380.W
N2-17
Single 1-Inch Meter Setting, Complete
132
6
EA
$1,621.14
$9,726.84
$2,200.00
$7j=M
$1,300.00
$7,800.00
$1,200.00
$7,200,00
S3,200.00
$7,200.00
$1,40100
$8.400.00
N2-18
Single 5/8-Inch Irrigation Meter Setting, Complete
133
2
EA
$1.567.10
$3.134.20
$940
$&1"
$1,250.00
$2,500.00
$2,200.00
$2 400,00
$1.200.00
$2,400.00
$1,200.00
$2,400.00
N2-19
Double Meter Setting Reconnect
234
4
EA
$1,090.76
$4,323.04
$2,250.00
$5,000.00
$850
$l,4WA0
$1,0D0.00
54000.00
$1.000.00
S4,000.00
9e $900
$3,6W.00
N2-20
Single Meter Setting Reconnect
135
7
EA
$1.080.76
$7,565.32
$900
$6,300.00
$850
$5,950.00
S600
$4,30CA0
$600
$44WAO
i wo
$6,300.00
N2-21
Abandon Exist WM and Service Line
136
2
EA
$324.23
S648.46
S600
$1,200.00
$250
$500
$400
$800
$400
$800
$1,900.00
$3,600.00
N2.22
12-Inch Butterfly Valve with Box
137
29
EA
S6,268.39
$181,783.31
$5,500.00
$159,500.00
$5.350.00
$IS5,190.Og
$5,800.00
$168,200.00
$5,900.00
5168,200.00
$8,290.00
$240,410.00
2-23
8-Inch Gate Valve with Box
138
11
EA
$2,053.44
$22,597.94
$1,790.00
$19,690.00
$1,650.00
$18,150.00
$2,500.00
S27,500.00
$2,500.00
$27,500.00
$1,950.00
$21,450.00
42-24
6-Inch Gate Valve with Box
139
15
EA
$1.513.06
$22,695.90
$1,325.00
$19,875DO
- 51,200.00
$18,000.00
$1,800.00
$27,000.00
$1,800.00
$27,000.00
$1,500.00
$22,500.00
III
Ductile Iron Fittings for Water Main
140
5755
LBS
$12.97
$74.642.35
$6.90
$39,70-50
S1140
$66.758.00
$9
$51,795.00
$9
$51,795.00
$8
$46,040.00
a2-26
Three Way Fire Hydrant Assembly
141
13
EA
$5,295.71
$68,844.23
$3,570.00
$46,410.00
54,200.00
$54,600.00
54,800.00
$62,400.00
$4,800.00
$62,400,00
$5,500.00
$71.500.00
N2-27
Salvage Fire Hydrant to Owner
142
6
EA
$540.38
$3,242.28
$60D
$3,600,00
$450
$2,700.00
$am
S4,800.00
$800
$4,800.W
$950
$5,700.00
92-29
Abandon Valve
143
17
EA
$379,26
$6,430.42
$250
$4,250.00
$300
$5,100.00
$200
s804MA0
$200
118,400.00
$850
$14,450.M
112-29
Abandon Existing Water Main Under Roadway
144
4000
LF
$18.37
$73,480.00
$17
$68,000.00
$15.25
$61,000.00
SID
$444ma
$10
f4D1000.DD
$18
$72,Wl, -.
012-30
Sta. 0+36 Connect New Water Main to Existing Water Main
145
1
EA
$5,403.79
$5,403.78
$3,500.00
$3,500.00
$2,300.00
$2.300.00
$3,000.00
$3.000.00
$3.000.D0
$3,000.00
$2,000.00
$2AW.00
42-31
12-Inch x 12-Inch Tapping Sleeve, 12-Inch Tapping Valve with Box
146
2
EA
S8,754.13
$17,508.26
S8,650.00
$17,300.00
$6,900.00
#41111gm
SID000.00
$20.000.00
$10,000.00
$20,000.00
$7,500.00
$15,000.00
112-32
8-Inch x &Inch Tapping Sleeve, 8-Inch Tapping Valve with Box
147
7
EA
$5,619.93
$39,339.51
$5,850.00
$40,950.00
$4,40D.00
$ggMg,O
$5,500.00
$38,500.00
$5,500.00
$38.500.00
$5,000.00
$35,000.DO
42-33
6-Inch x 6-Inch Tapping Sleeve. 6-Inch Tapping Valve with Box
148
3
EA
$3,350.34
$1111ALg2
$4,800.00
$14,400.00
$3,940.00
$11,820.00
$5,30000
$15,900.00
S5.300.00
$15,900.W
54,000.00
$1210D0.00
42-34
Anchor Collar for 8-I nch Water Main
149
4
EA
$3,242.27
$12,969.08
$1,600.00
$6.400.00
$2,SOO.00
$10.000.00
$1.SOO.W
$6AWA0
SI.500.00
$6,000.00
$1,500.00
$GAWA0
42-35
Anchor Collar for 12-1 nch Water Main
ISO
1
EA
$4,647.25
$4,647.25
$2,600.00
$2,600.00
$3,590.00
$3,590.00
$1,800.00
$SAOOAO
$1.80o.00
$1,ow
$2,000.00
520W.W
42-36
6-Inch. Double Cut and Cap Existing Water Main
151
3
EA
$2,053.44
S6,160.32
$1.500.00
54,500.00
$1,925.00
$5,475.00
$2.000.00
$6.000.00
$2,000.00
$6,000.00
$1,349.00
$4,047.00
42-37
8-Inch- Double Cut and Cap Existing Water Main
152
8
EA
$2,485.74
$19.995.92
$2,000.00
$16,000.00
$1,940.00
$15,520.00
$3,000.00
$24,000.00
$3,000.00
524,OOD.00
$1,449.00
$11,592.00
92-39
12-Inch- Double Cut and Cap Existing Water Main
153
2
EA
$3,782.65
$7.565.30
$2,700.00
$5,400.00
$2,980.00
$5,960.00
$4,000.00
$8,000.00
$4,000.00
$8.000.00
$1,749.00
$3,498.00
42-39
Full Depth Clan? Aggregate Base Course Backfill(Water)
154
4200
LF
$2S.94
$109,948.00
$16.70
S70,140.00
$21
$99.200.00
$25
$105.000.00
S25
$105,000.00
$10
$42,000.00
412-40
Pavement Repair (Water)
155
580
LF
S87,42
W.703.60
$39
$22GWM
$53
$30,740.00
Sao
$46,400.00
$80
546,400.00
$75
543,100.W
N2.41
Disinfection and Testing Water Main
156
1
LS
$16,211.35
$16,211.35
$2,500.00
$2,3110.00
$7,200.00
$7,200.00
0.000.00
$8,000.00
$8,000.00
$8.000.00
$5,500.00
$5,500.00
82-42
Rock Removal - Water
157
200
CY
$162.11
$32,422.00
$25
sSAW.00
$226
$25.200.00
$200
S40,000.00
$200
$40,000.00
$150
$30,000.00
43-1
Ad 291, 1993 Trench & Excavation Safety Systems- Sewer
159
1
LS
$75,652.95
$75,652.95
$14,000.00
$14,000.00
$60,000.00
$60,000.00
$60,000.W
$60,000.00
$60.000.00
$60,000.00
$500
$500
a3-2
Mobill2ation-Sewer
159
1
LS
$108,075.64
$108,075.64
$SD,ODO.00
$50,000.00
$95,000.00
$85,000.00
$30,0D0.00
$30AMOD
S30,000.00
$W,O"
$60,025.25
$60,025.25
43-3
Traffic Control - Sewer
160
1
LS
$59,360.85
$58,360.85
$6,000.00
$6,000.00
$60,D00.DO
$60,000.00
$30,OD0.00
$30,000.00
$30,000.00
$30.000.00
$2,500.00
$2,500 XI
434
15-Inch PVC SDR-26 Gravity Sewer Main
161
2430
LF
$51.98
S126,068.40
$25
$60,750.00
$45
S309,350.00
$60
$145,900.00
$60
$145,800.00
$65
$157,950.00
43-5
15Anch PVC SDR-26 Restrained Joint Sewer Main
162
435
LF
$97.27
S42,312A5
$105
$45,675.00
$75
$32,g2S00
$110
547,850.00
Silo
$47,850.00
$110
S47,850.00
43-6
8-Inch PVC SDR-26 Sewer Main
163
1000
LF
$20.53
$20,530.00
$13.30
$13,300.00
$18
$18,003.00
$55
$55.000.00
$55
$55,ODO.00
$55
$55,000.00
113-7
6-Inch PVC SDR-26 Sewer Main
164
220
LF
$23.79
$5.231.60
$10.60
$2,332.00
$19
$4,190.00
$50
$11,000.00
$50
$11,000.00
S50
$11,ODO.00
N3-8
4-Inch PVC C-900 DR-19 Sewer Main
165
20
LF
$12.97
$259.40
$10
$200
$21
$220
S40
$800
$40
$800
S40
$800
N3-9
16-Inch D.1., Epoxy Lined w/ Polywrap, Sewer Main
166
670
LF
$1S6.71
$204,995.70
$114
$76,3110.00
$123
$82,410.00
$ISO
$S00,S00.00
$150
$100,500.00
$140
$93,800.00
113-10
8-Inch D.I., Epoxy Lined w/ Polywrap Sewer Main
167
265
LF
$94.30
$22,339.50
$58
$15,970.OD
S66
$17,490.00
$100
$26,500.00
$100
S26,500.00
$85
S22,525.00
113-11
30-Inch Steel Encasement by Bore
168
225
LF
S3,350.95
$303,963.75
$935
$210,375.00
$1,059.00
S238,275.00
S600
$135.000.00
$600
$135.000.00
$125
$22LU5.00
43-12
30-Inch Steel Encasement by Direct Bury
169
210
LF
$379.26
$79,434.60
$102
$21,420.W
$296
$62,160.00
$300
$63,000.00
$300
$63.000.00
$300
$63,00000
1i
Sewer Main Trenching & Backfill, G-6 Feet Deep
170
430
LF
$37.83
$16,266.90
$30.10
$12.943.00
$31
$13.330.00
$15
$6,450.00
$35
$6,450.00
$10
$4,300.00
113-14
Sewer Main Trenching & Backfill, 6-10 Feet Deep
171
2465
LF
$43.23
$106,561.95
$38.50
$94,902.50
$35
$86,275.00
S20
$49,300.00
$20
S49,300.00
$22
$29,530.00
03-IS
Sewer Main Trenching & Backfill, 10-14 Feet Deep
172
1365
LF
$73.49
5100,313.85
$53.20
$72.618.00
$59
$80,535.00
S30
$40,9SO.00
$30
$40,950.00
$15
$20,475. W
43-16
Sewer Main Trenching& Backfill, 14.18 Feet Deep
173
350
LF
$102.67
$35.934.50
$110
$38,500.00
$92
$28,700.00
$50
$17,500.00
$50
$17,500.00
$19
$6,650.00
03-17
Sewer Main Trenching & Backfill, »8 Feet Deep
174
430
LF
$153.47
$65,992.10
$150
S64,500.00
$122
$52,460.00
$75
$32,250.00
S75
$32.250.00
$22
$8,460.00
83-19
4' Diameter Manhole, 0-6 Feet Deep
275
16
EA
$5,403.79
$86,460.48
$2,000.00
$32,000.00
$3,534.00
$56,544.00
$5,500.00
$88,000.00
$S,SOOAO
$98.000.00
$3,900.00
$62,400.00
43-19
4' Diameter Drop Manhole, Ofi Feet Deep
176
1
EA
$7,187.03
$7,197.03
$2,700.00
$2,700.00
S4,678.00
$4,678.00
$6,800.00
%,800.00
$6,800.00
$6,800.00
$4,300.00
54,300.00
43-20
4' Diameter Manhole, Extra Depth Over 6 Feet Deep
177
31
VF
$335.03
$10,385.93
$145
$4,49s.00
$270
$8,370.00
$300
$9,300.00
$300
$9,300.00
$350
$10,850.00
43-21
Voltmeter Manhole, G-10 Feet Deep
178
12
EA
$9,456.62
$113,479.44
$3,600.00
$43.200.00
$6,074.00
$72.898.00
$7,500.00
$90.000.00
$7,500.00
$90,ODO.00
$6,900.00
$82,8DO.00
N3-22
5' Diameter Drop Manhole, 0-10 Feet Deep
179
1
EA
$10,942.66
$10,942.66
$4,350.00
$4,350.00
$7,242.00
$7,242,00
$8,800.00
$8,800.00
$8,800.00
S8,800.00
$7,200.00
$7,200.00
a3-23
5' Diameter Manhole, Extra Depth Over 10 Feet Deep
190
46
VF
$399.89
$18,394.48
$200
$9,200.00
$319
$24,674.00
$425
519,550.00
S425
$19,550.00
$490
$22,540.00
113-24
4' Diameter Manhole Epoxy Coating
181
133
VF
$259.39
$34,497.54
$330
$43,890.00
$213
$2"2111.00
$375
$49.875.00
5375
$49,875.00
$300
$39,900.00
N3-25
5' Diameter Manhole Epoxy Coating
182
166
VF
$291.90
$48,438.80
$420
$69,720.00
$225
$g7,gMN
$450
$74,700.00
$450
$74,700.00
$350
$58,100.00
113-26
Abandon Existing Sewer Main Under Roadway
183
3200
LF
$15.13
$49,416.00
$22
$70,400.00
$12
$1104011W
$13
$41,600.00
$13
$41,600.00
$15
$48,000.00
03-27
Abandon Manhole
184
18
EA
$1,513.06
$27,235.08
$900
$16,200.00
$1,257.00
$22,626.00
$1,000.00
$18.000.00
$1,000.00
$19,000.00
$750
$13.500.00
113-28
Low Pressure testing Sewer Main
185
1
LS
$16.211.35
$16,211.35
$3,600.00
$SAWAO
$7,648.00
$7,648.00
$19.000.00
$18,000.00
$18.000.00
S38,000.00
$5.500.00
S5,500.00
113-29
Vacuum Testing Sewer Manhole
196
1
LS
$8,646.05
$8,646.05
$3,600.00
$SAWA0
$4.233.00
$4,233.00
$15.000.00
$15,000.00
$15.000.00
$15,000.00
$4,5W.00
S4,500.00
43-30
CAst Iron MAhole Ring and Lid
187
30
EA
$464.73
$13,941.90
54W
$12,000.00
$378
$11,340.00
$350
$10,500.00
$350
$30,500.00
$250
$7,500.00
43-31
Concrete Dams
lag
3
EA
$1,080.76
$3,242.29
$900
$2,700.00
S809
$2,427.00
$1,000.00
$3,000.00
$1,000.00
$3,000.00
$100
$300
113-32
Flowable Fill
189
30
CY
$162.11
$1.621.10
$ISO
$1,500.00
$142
$1,420.00
$125
$1.250.00
$125
51,25000
$10
$100
113-33
Form Main Tracer Wire Access Port
190
2
EA
$302.61
$605.22
$150
$300
$241
5482
$100
$2D0
SIOD
$200
$250
5500
113-34
Salvage Force Main Air Release Valve
191
1
EA
$270.19
$270.19
$200
$2W
$216
S216
$8DO
Saw
SSW
Saw
$1,250.00
S1,250.W
113-35
Full Depth Class 7 Aggregate Base Course Backfill (Sewer)
192
3775
LF
$71.33
$269.270.75
$65
$320,875.00
$59
$222,725.00
SGS
$245,375.00
$65
$245,375.00
$15
s36 ilmoo
103-36
Post Construction CCTV of Sewer Main
193
4855
LF
$2.16
$10,486.80
$4
$19,420.00
$1.7S
$111,Mf.25
$4
$19,420.00
54
$19,420.00 '.
$3
$14.565.00
03-37
Pavement Repair - Sewer
194
580
LF
$97.42
$50,703.60
$66.50
$38,570.00
$54
$31,320.04
$90
S46,400.00
$80
$46,400.00
$75
$43,500.00
013-38
Ductile Iron Fittings for Sewer Force Main
195
20
LBS
$21.62
$432.40
$10
►2110
$18
$360
$15
$300
$15
$300
$28
$560
013-39
Existing Storm Sewer Protect, Point Repair and Temporary Reroute - Sewer
196
1
LS
$15,130.59
$15,130.59
$19,000.00
$18,00000
$10,200.00
$10,200.00
$8,000.00
$8AWA0
$8,000.00
$8AOOA0
$15,000.00
$15,000.00
p3-40
Rock Removal - Sewer
197
ROD
Cy Is
$297.21
$237,768.00 Is
$20
$26AIN1,011 sa
$244
$195,200.00 a
$200
$160,00000 1
$200
$160,000.00
$100
SSO'000.00
va- un ..veer u n P-mg,
FAYETTEVILLE
ARK AH SAS
Scoring Summary
Active Submissions
Total
Certified Funds
Total Base Bid Price
Supplier
/ 100 pts
Pass/Fail
/ 100 pts
Tri Star Contractors, LLC
100 pts
Pass
100 pts ($6,820,075.20)
Boyles Construction, Inc.
93.81 pts
Pass
93.81 pts ($7,269,897.70)
Crossland Heavy Contractors, Inc.
82.28 pts
Pass
82.28 pts ($8,288,379.72)
Goodwin & Goodwin, Inc.
78.17 pts
Pass
78.17 pts ($8,724,128.50)
APAC-Central, Inc.
71.23 pts
Pass
71.23 pts ($9,574,666.03)
Sweetser Construction, Inc.
68.69 pts
Pass
68.69 pts ($9,929,029.75)
City of Fayetteville, Arkansas - Budget Adjustment Form (Legistar)
Budget Year Division Adjustment Number
/Org2 ENGINEERING (621)
2020
Requestor: Matt Casey
BUDGET ADJUSTMENT DESCRIPTION / JUSTIFICATION:
Approval of a contract in the amount of $6,820,075.20 with Tri Star Contractors, LLC for the construction of the Zion
Road —Vantage to Crossover Project, approval of a project contingency of $341,000.00 (5%) and approval of a budget
adjustment.
RESOLUTION/ORDINANCE
COUNCIL DATE
LEGISTAR FILE ID#
7/21/2020
2020-0528
Matth4?,w Maddo-w
612612020 10:12 AM
Budget Director
TYPE:
JOURNAL #:
Date
D - (City Council)
GLDATE: 7/21/2020
CHKD/POSTED: /
TOTAL
- -
v.20200528
Increase / (Decrease)
Proiect.Sub#
Account Number
Expense Revenue
Project
Sub.Detl
AT
Account Name
4602.860.7212-5809.00
4,395,110 -
46020
7212
EX
Improvements - Street
4602.860.7212-5911.99
220,000 -
46020
7212
EX
Contingency - Capital Project
4602.860.7999-5899.00
(4,615,110) -
46020
7999
EX
Unallocated - Budget
5400.860.5600-5808.00
1,231,936
11011
2019.7212
EX
Improvements - Water Line
5400.860.5600-5911.99
61,600
11011
2019.7212
EX
Contingency - Capital Project
5400.860.5700-5815.00
1,193,031
11011
2019.7212
EX
Improvements - Sewer
5400.860.5700-5911.99
59,400
- 11011
2019.7212
EX
Contingency - Capital Project
5400.720.5600-5808.00
(135,017)
- 06035
2600
EX
Improvements - Water Line
5400.720.5700-5314.00
(6,364)
- 06035
2750
EX
Professional Services
5400.720.5600-5808.00
(58,937)
- 06035
3100
EX
Improvements - Water Line
5400.720.5600-5808.00
(2,345,649)
- 11011
1
EX
Improvements - Water Line
H:\Budget Adjustments\2020_Budget\City Council\07-21-2020\2020-0528 BA Zion Construction Agreement 1 of 1
DOCUMENT 00500 — AGREEMENT
BETWEEN OWNER AND CONTRACTOR
Contract Name/Title: ZION ROAD PHASE 11: N. VANTAGE RD. TO N. CROSSOVER RD.
Contract No.:
THIS AGREEMENT is dated as of the V day of in the year 2020 by and
between The City of Fayetteville, Arkansas and ( einafter called Contractor).
1(k Spar Co�t�'�iC�-oc S
ARTICLE 1- WORK
1.01 Contractor shall compete all Work as specified or indicated in the Contract
Documents. The work under this Contract includes, but is not limited to:
The Contract includes, but is not limited to, the full reconstruction of approximately
3,340 LF three -lane roadway of Zion Road between North Vantage Road and
Taliesin Lane, as well as approximately 200 LF of Old Missouri Road including the
associated earthwork, curb and gutter, sidewalk, drainage, mini -roundabout,
driveways, fencing, retaining walls, landscaping, lighting and miscellaneous related
items. Approximately 5,300 L.F. of 10' wide concrete trail will be constructed on
north side of Zion Road. In addition, approximately 2,000 LF of Zion Road between
Taliesin Lane and North Crossover Road will have partial reconstruction, that will
include, lane widening and a combination of asphalt overlay and mill/overlay and
miscellaneous related items. Water and Sewer mains shall be relocated in association
with the project, from Vantage Drive to Crossover Road.
ARTICLE 2 - ENGINEER
2.01 The Project has been designed by the City of Fayetteville, Engineering Division, who
is hereinafter called Engineer. The Engineer assumes all duties and responsibilities,
and has the rights and authority assigned to Engineer in the Contract Documents in
connection with completion of the Work in accordance with the Contract Documents.
00500 Agreement 00500-1
19-2139 Zion Road Phase 11
DOCUMENT 00500 — AGREEMENT; CONTINUED
ARTICLE 3 - CONTRACT TIME
3.01 TIME OF THE ESSENCE:
A. All time limits for milestones, if any, Substantial Completion, and
completion and readiness for final payment as stated in the Contract
Documents are of the essence of the Contract.
3.02 DATES FOR SUBSTANTIAL COMPLETION AND FINAL PAYMENT:
A. The Work will be Substantially Completed within 480 calendar days after the
date when the Contract Times commence to run as provided in the
GENERAL CONDITIONS, and completed and ready for final payment in
accordance with the GENERAL CONDITIONS within 510 calendar days
after the date when the Contract Times commence to run.
3.03 LIOUIDATED DAMAGES:
A. Owner and Contractor recognize that time is of the essence of this
Agreement and that The City of Fayetteville will suffer financial loss if the
Work is not completed within the time specified above, plus any extensions
thereof allowed in accordance with the GENERAL CONDITIONS. The
parties also recognize the delays, expense, and difficulties involved in
proving the actual loss suffered by The City of Fayetteville if the Work is not
Substantially Completed on time. Accordingly, the City of Fayetteville and
Contractor agree that as liquidated damages for delay (but not as a penalty)
Contractor shall pay The City of Fayetteville Seven Hundred Fifty Dollars
($750.00) for each calendar day that expires after the time specified above in
Paragraph 3.02 for Substantial Completion until the remainder of the Work is
Substantially Complete. After Substantial Completion, if Contractor shall
neglect, refuse, or fail to complete the remaining Work within the time
specified in Paragraph 3.02 for completion and readiness for final payment or
any proper extension thereof granted by The City of Fayetteville, Contractor
00500 Agreement 00500-2
19-2139 Zion Road Phase 11
DOCUMENT 00500 — AGREEMENT: CONTINUED
shall pay The City of Fayetteville Seven Hundred Fifty Dollars ($750.00) for
each calendar day that expires after the time specified for completion and
readiness for final payment.
ARTICLE 4 - CONTRACT PRICE
4.01 The CITY OF FAYETTEVILLE agrees to pay, and the CONTRACTOR agrees to
accept, as full and final compensation for all work done under this agreement, the
amount based on the prices bid in the Proposal (BID FORM) which is hereto
attached, for the actual amount accomplished under each pay item, said payments to
be made in lawful money of the United States at the time and in the manner set forth
in the Specifications.
4.02 As provided in the General Conditions estimated quantities are not guaranteed, and
determinations of actual quantities and classifications are to be made by ENGINEER
as provided in the General Conditions. Unit prices have been computed as provided
in the General Conditions.
ARTICLE 5 - PAYMENT PROCEDURES
5.01 SUBMITTAL AND PROCESSING OF PAYMENTS:
A. Contractor shall submit Applications for Payment in accordance with the
GENERAL CONDITIONS. Applications for Payment will be processed by
Engineer as provided in the GENERAL CONDITIONS.
5.02 PROGRESS PAYMENTS, RETAINAGE:
A. The City of Fayetteville shall make progress payments on account of the
Contract Price on the basis of Contractor's Applications for Payment as
recommended by Engineer, on or about the I Sth day of each month during
construction. All such payments will be measured by the schedule of values
established in the GENERAL CONDITIONS (and in the case of Unit Price
Work based on the number of units completed) or, in the event there is no
schedule of values, as provided in the General Requirements.
00500 Agreement 00500-3
19-2139 Zion Road Phase II
DOCUMENT 00500 — AGREEMENT: CONTINUED
1. Prior to Substantial Completion, progress payments will be made in
an amount equal to the percentage indicated below, but, in each case,
less the aggregate of payments previously made and less such
amounts as Engineer shall determine, or The City of Fayetteville
may withhold, in accordance with the GENERAL CONDITIONS.
a. 95% of Work Completed (with the balance being retainage).
b. 100% of Equipment and Materials not incorporated in the Work
but delivered, suitably stored, and accompanied by
documentation satisfactory to The City of Fayetteville as
provided in the GENERAL CONDITIONS.
2. Upon Substantial Completion, The City of Fayetteville shall pay an
amount sufficient to increase total payments to Contractor to 95% of
the Contract Price (with the balance being retainage), less such
amounts as Engineer shall determine, or The City of Fayetteville
may withhold, in accordance with the GENERAL CONDITIONS
5.03 FINAL PAYMENT:
A. Upon final completion and acceptance of the Work in accordance with the
GENERAL CONDITIONS, The City of Fayetteville shall pay the remainder
of the Contract Price as recommended by Engineer and as provided in the
GENERAL CONDITIONS.
ARTICLE 6 - CONTRACTOR'S REPRESENTATIONS
6.01 In order to induce The City of Fayetteville to enter into this Agreement, Contractor
makes the following representations:
A. Contractor has examined and carefully studied the Contract Documents
including the Addenda and other related data identified in the Bid
Documents.
00500 Agreement 00500-4
19-2139 Zion Road Phase II
DOCUMENT 00500 — AGREEMENT: CONTINUED
B. Contractor has visited the Site and become familiar with and is satisfied as to
the general, local, and Site conditions that may affect cost, progress,
performance, and furnishing of the Work.
C. Contractor is familiar with and is satisfied as to all federal, state, and local
Laws and Regulations that may affect cost, progress, performance, and
furnishing of the Work.
D. Contractor has carefully studied all:
(1) reports of explorations and tests of subsurface conditions at or
contiguous to the Site and all drawings of physical conditions in or
relating to existing surface or subsurface structures at or contiguous
to the Site; and
(2) reports and drawings of a Hazardous Environmental Condition, if
any, at the Site. Contractor acknowledges that The City of
Fayetteville and Engineer do not assume responsibility for the
accuracy or completeness of information and data shown or indicated
in the Contract Documents with respect to Underground Facilities at
or contiguous to the Site.
E. Contractor has obtained and carefully studied (or assumes responsibility of
having done so) all such additional supplementary examinations,
investigations, explorations, tests, studies, and data concerning conditions
(surface, subsurface, and Underground Facilities) at or contiguous to the Site
or otherwise which may affect cost, progress, performance, and furnishing of
the Work or which relate to any aspect of the means, methods, techniques,
sequences, and procedures of construction to be employed by Contractor and
safety precautions and programs incident thereto.
F. Contractor does not consider that any additional examinations,
investigations, explorations, tests, studies, or data are necessary for the
performing and furnishing of the Work at the Contract Price, within the
00500 Agreement 00500-5
19-2139 Zion Road Phase II
DOCUMENT 00500 — AGREEMENT; CONTINUED
Contract Times, and in accordance with the other terms and conditions of the
Contract Documents.
G. Contractor is aware of the general nature of work to be performed by The
City of Fayetteville and others at the Site that relates to the Work as indicated
in the Contract Documents.
H. Contractor has correlated the information known to Contractor, information
and observations obtained from visits to the Site, reports and drawings
identified in the Contract Documents, and all additional examinations,
investigations, explorations, tests, studies, and data with the Contract
Documents.
I. Contractor has given Engineer written notice of all conflicts, errors,
ambiguities, or discrepancies that Contractor has discovered in the Contract
Documents and the written resolution thereof by Engineer is acceptable to
Contractor.
J. The Contract Documents are generally sufficient to indicate and convey
understanding of all terms and conditions for performance and furnishing of
the Work.
ARTICLE 7 - CONTRACT DOCUMENTS
7.01 CONTENTS:
A. The Contract Documents which comprise the entire Agreement between The
City of Fayetteville and Contractor concerning the Work consist of the
following and may only be amended, modified, or supplemented as provided
in the GENERAL CONDITIONS:
1. This Agreement.
2. Exhibits to this Agreement (enumerated as follows):
a. Notice to Proceed.
00500 Agreement 00500-6
19-2139 Zion Road Phase lI
DOCUMENT 00500 — AGREEMENT: CONTINUED
b. Contractor's Bid.
c. Documentation submitted by Contractor prior to Notice of
Award.
d. Federal funding documentation
3. Performance, Payment, and other Bonds.
4. General Conditions.
5. Supplementary Conditions.
6. Specifications consisting of divisions and sections as listed in table
of contents of Project Manual.
7. Drawings consisting of a cover sheet and sheets as listed in the table
of contents thereof, with each sheet bearing the following general
title:
ZION ROAD — PHASE I1 N. VANTAGE RD. TON CROSSOVER
RD.
8. Addenda numbers to (�, inclusive.
9. The following which may be delivered or issued after the Effective
Date of the Agreement and are not attached hereto: All Written
Amendments and other documents amending, modifying, or
supplementing the Contract Documents pursuant to the GENERAL
CONDITIONS.
00500 Agreement 00500-7
19-2139 Zion Road Phase II
DOCUMENT 00500 — AGREEMENT; CONTINUED
ARTICLES - MISCELLANEOUS
8.01 TERMS:
A. Terms used in this Agreement which are defined in the GENERAL
CONDITIONS shall have the meanings stated in the GENERAL
CONDITIONS.
8.02 ASSIGNMENT OF CONTRACT:
A. No assignment by a party hereto of any rights under or interests in the
Contract Documents will be binding on another party hereto without the
written consent of the party sought to be bound; and specifically but without
limitation, moneys that may become due and moneys that are due may not be
assigned without such consent (except to the extent that the effect of this
restriction may be limited by Law), and unless specifically stated to the
contrary in any written consent to an assignment, no assignment will release
or discharge the assignor from any duty or responsibility under the Contract
Documents.
8.03 SUCCESSORS AND ASSIGNS:
A. The City of Fayetteville and Contractor each binds himself, his partners,
successors, assigns, and legal representatives to the other party hereto, its
partners, successors, assigns, and legal representatives in respect to all
covenants, agreements, and obligations contained in the Contract Documents.
8.04 SEVERABILITY:
A. Any provision or part of the Contract Documents held to be void or
unenforceable under any Law or Regulation shall be deemed stricken, and all
remaining provisions shall continue to be valid and binding upon The City of
Fayetteville and Contractor, who agree that the Contract Documents shall be
reformed to replace such stricken provision or part thereof with a valid and
00500 Agreement 00500-8
19-2139 Zion Road Phase II
DOCUMENT 00500 —AGREEMENT; CONTINUED
This Agreement will be effective on 20Z9which is the
Effective Date of the Agreement.
CONTRACTOR :�c*k tY.�� or`*MCt'flCS CITY OF FAYETTEVILLE
By: Any✓`' V f
Tit Ie: Tc�p 5 ICA U,
(SEAL)
Attest — ,
Add or giving notices
,�lin wauke.sha'Rd .
S��OCdiYI SQC_� � � 'l2'110�
License No.
Agent for Service of process
(If Contractor is a corporation,
attach evidence of authority to
sign.)
END OF DOCUMENT 00500
00500 Agreement
19-2139 Zion Road Phase 11
(SEAL) ``W1111rrrrriii
GOER K
�� `�.• 01TY O•.9J
Attest = • -
•�+
Address for giving notices _ : FpYE�EVIL •�_
. �E:
2 �Z, AllD(��'t t ; n Sf. �•
G IONil ' i 01 ````.
(attach evidence of authority to �� lO�
sign and resolution or other documents
authorizing execution of Agreement)
Approved As to Form:
Attorney For:
00500- 10
DOCUMENT 00500 — AGREEMENT; CONTINUED
enforceable provision that comes as close as possible to expressing the
intention of the stricken provision.
OTHER PROVISIONS: Not Applicable.
IN WITNESS WHEREOF, The City of Fayetteville and Contractor have signed this Agreement
in quadruplicate. One counterpart each has been delivered to Contractor and Engineer. Two
counterparts each has been delivered to The City of Fayetteville. All portions of the Contract
Documents have been signed, initialed, or identified by The City of Fayetteville and Contractor or
identified by Engineer on their behalf.
00500 Agreement 00500-9
19-2139 Zion Road Phase II
Change Order 1
Zion Road
City of Fayetteville Staff Review Form
2021-0213
Legistar File ID
N/A
City Council Meeting Date - Agenda Item Only
N/A for Non -Agenda Item
Matt Casey 3/15/2021 ENGINEERING (621)
Submitted By Submitted Date Division / Department
Action Recommendation:
Approval of Change Order 1 for the Zion Road — Vantage to Crossover Project
Budget Impact:
5400.860.5600-5808.00
5400 - Water & Sewer
Account Number
Fund
Zion Rd. Improvements
11011.2019.7212
Water & Sewer Relocations - Bond Projects
Project Number
Project Title
Budgeted Item? Yes
Current Budget $ 1,847,021.00
Funds Obligated $ 1,726,019.23
Current Balance $ 121,001.77
Does item have a cost? Yes
Item Cost $ 13,000.00
Budget Adjustment Attached? NA
Budget Adjustment
Remaining Budget S 77
V20180321
Purchase Order Number: 2020-00000589
Previous Ordinance or Resolution # 194-20
Change Order Number:
Approval Date: 3/16/21
Original Contract Number: 2020-00000043
Comments:
CITY OF
FAYETTEVILLE
ARKANSAS
TO: Mayor Lioneld Jordan
THRU: Susan Norton, Chief of Staff
Chris Brown, Public Works Director
FROM: Matt Casey, Engineering Design Manager
DATE: March 11, 2021
STAFF MEMO
SUBJECT: Approval of Change Order 1 for the Zion Road — Vantage to Crossover
Project
RECOMMENDATION:
Staff recommends approval of Change Order 1 for the Zion Road — Vantage to Crossover
Project which will increase the contract amount by $13,000.00 and the contract time by 14 days.
BACKGROUND:
On June 24, 2020 the City Council approved a contract with Tri Star Contractors, LLC for the
construction of this project. Construction began in July of 2020 and is expected to be complete
by February 2021.
DISCUSSION:
After the start of construction for this project, the contractor discovered a 6" private sewer line
that was in conflict the construction of the 12" water main. Also, in another location on the
project, vertical alignment changes were necessary to avoid damaging an existing water line.
To account for these conflicts, additional vertical bends were required. Vertical bends on a
water main this size require a considerable amount of concrete to be placed under each bend to
anchor the line in place and prevent the bends from separating due to the large volume and
pressure of the water. The contractor has provided a cost of $13,000 for this additional work.
BUDGET/STAFF IMPACT:
The water and sewer relocations in this project ($2,424,965.85) are funded by the Water and
Sewer Fund Capital Improvement project appropriation. The City Council approved a
construction contingency of $220,000 for this project, of which $61,600 is allocated to the water
portion of the project. This contingency will be used to cover the cost of this change order.
Attachments:
Change Order 1
Vicinity Map
Mailing Address:
113 W. Mountain Street www.fayetteville-ar.gov
Fayetteville, AR 72701
CHANGE ORDER
CITY OF
FAYETTEVILLE
ARKANSAS
Change Order No. I
Contract Title: Zion Road Phase 11 Improvements
Date of Issuance March 4, 2021
To Contractor: TR1-STAR CONTRACTORS LLC ORDINANCEIRESOLUTION:194-20
The Contract is changed as follows: Effective March 4. 2021
Bid
Bid
Previous
Unit
Contract
Revised
Revised
Original
Revised
Contract
Item
Item
Estimated
of
Unit
Estimated
Unit
Estimated
Estimated
Changes
No.
Description
Quantity
Measure
Price
Quantity
Price
Cost
Cost
2-43
12" Vertical Tie -Down
Blocking
0
EA
S0.00
2
S6,500.00
$13,000.00
Summation of Cost $13,000.00
Net Cast for this Change Order $13,000.00
The original Contract Price was $ 6,820,075.20
Net change by previously authorized change orders $
The Contract Price prior to this Change Order was $ 6,820,075.20
The Contract Price will be adjusted by $ 13,000.00
The new Contract Price including this Change Order will be _ _ $ 6,833,075.20
The Contract Time(s) will be increased by 14 calendar days
Required dates of Completion as of the date of this Change Order therefore are:
Substantial Completion _ �— 26-Jan-22
----------- —----- ----------------- —------- —---- -------------
Final Completion 25-Feb-22
NOTE: This summary does not reflect changes in the Contract Price or Time(s) which have been thorized by Work Change Directives not incorporated
in this or previous Change Orders.
TRI-STAR CONSTRACTORS LLC OF.FA VI
CV& C�aeGi✓'�.¢aa. 3/8/21 6/21
BY DATE B DATE
66FF
1YP.SEC. 'F
VARIES
10' TYP.� 30' F/F B' 6'
_ I
TYP.� 1
MULTI -USE SIDEWALK
TRAIL 10' 10,
NT � 10'
TRAVEL CENTER TRAVEL 18" WIDE
LANE LANE LANE CURB &
TYPICAL SECTION "1" GUTTER
i
11�1i�i 1'�t�1 1 I �.
30' FIF MIN.
FYP. SEC. "2"
4
VARIES
s, VARIES 8•
TYP 30' TO 32' TYp
VARIES VARIES EX.
101 I F sw
MULTI -USE
TRAIL 10' MIN. 10' 10' MIN.
TRAVEL CENTER TRAVELJ'111'\� 18"WIDE
LANE LANE LANE CURB &
LANE WIDTHS VARY GUTTER
TYPICAL SECTION "2"
JcITYOF ZION ROAD IMPROVEMENTS
� FAYETTEVILLE VANTAGE DR. TO CROSSOVER RD.
ARKANSAS 2019 BOND PROGRAM
Change Order 2 for the Zion Road
City of Fayetteville Staff Review Form
2021-0495
Legistar File ID
N/A
City Council Meeting Date - Agenda Item Only
N/A for Non -Agenda Item
Matt Casey 7/19/2021 ENGINEERING (621)
Submitted By Submitted Date Division / Department
Action Recommendation:
Staff recommends approval of Change Order 2 for the Zion Road - Vantage to Crossover project, which will increase
the contract amount by $160,703.50 and 25 days.
GL: 4602.860.7212-5809.00 Project: 46020.7212 Amount: $61,737.50 Fund: Transportation
GL: 5400.860.5600-5808.00 Project: 11011.2019.7212 Amount: $2,250 Fund: W/S (Water Portion)
GL: 5400.860.5700-5815.00 Project: 11011.2019.7212 Amount: $96,716 Fund: W/S (Sewer Portion)
Budget Impact:
4602.860.7212-5809.00 -5808.00 4602 - Streets Project (2019 Bonds)
5400.860.5700-5815.00 5400 -Water &Sewer
Account Number Fund
46020.7212
11011.2019.7212 Zion Rd. Improvements
Project Number Project Title
Budgeted Item? Yes Current Budget
$
6,335,736.00
Funds Obligated
$
6,000,859.24
Current Balance
$
334,876.76
Does item have a cost? Yes Item Cost
$
160,703.50
Budget Adjustment Attached? No Budget Adjustment
Remaining Budget
$
174,173.26
V20210527
Purchase Order Number: 2020-00000589 Previous Ordinance or Resolution # 194-20
Change Order Number:
Original Contract Number:
Comments:
2020-00000043
Approval Date:
7/21/21
®CITY OF
FAYETTEVILLE
ARKANSAS
TO: Mayor Lioneld Jordan
THRU: Susan Norton, Chief of Staff
Chris Brown, Public Works Director
FROM: Matt Casey, Engineering Design Manager
DATE: July 9, 2021
STAFF MEMO
SUBJECT: Approval of Change Order 2 for the Zion Road — Vantage to Crossover
Project
RECOMMENDATION:
Staff recommends approval of Change Order 2 for the Zion Road — Vantage to Crossover
Project which will increase the contract amount by $160.703.50 and 25 days.
BACKGROUND:
On June 24, 2020 the City Council approved a contract with Tri Star Contractors, LLC for the
construction of this project. Construction began in July of 2020 and is expected to be complete
by February 2021.
DISCUSSION:
After the start of construction for this project, the contractor discovered a large tree that had to
be removed for the installation of the water and storm water utilities. This tree was not identified
on the plans for removal and therefore was not considered in the project bidding. The
contractor has provided a cost of $2,250.00 for this additional work. Also, an existing double
run of 42" metal storm sewer that was planned to be saved and left in use with this project was
found to be in very poor condition with the bottom rusting out. The contractor has provided a
cost for the removal and replacement of this pipe of $51,737.50. Next, it was found that with the
installation of the retaining wall and the grading along the large existing pond, the existing
overflow weir would be removed. The contractor has provided a cost for the construction of a
new concrete weir of $10,000.00. Last, engineering staff discovered that there was not
sufficient asphalt repair included in the bid for the installation of the new sanitary sewer. The
contractor has provided a cost o $96,716.00 for this work.
BUDGET/STAFF IMPACT:
The roadway and drainage improvements ($4,397,359.35) are funded by the 2019
Transportation Bond Program. The water and sewer relocations in this project ($2,424,965.85)
are funded by the Water and Sewer Fund Capital Improvement project appropriation. The total
cost for this change order is $160,703.50, with $61,737.50 from the Transportation Bond and
$98,966.00 from the Water and Sewer funds. The City Council approved a construction
contingency of $341,000 for this project, of which $220,000 is allocated to the transportation and
drainage portion of the project and $121,000 for the water and sewer work. Change Order #1
Mailing Address:
113 W. Mountain Street www.fayetteville-ar.gov
Fayetteville, AR 72701
(2021-0213) approved the use of $13,000.00 of the water and sewer contingency leaving
$108,000.00 remaining. This contingency will be used to cover the cost of this change order
and the revised balance will be $156,012.50 for the Transportation Fund and $9,034.00 for the
Water and Sewer Fund.
Attachments:
Change Order 2
CHANGE ORDER
CITY OF
FAYETTEVILLE
ARKANS
A A A S Contract Title: Zion Road Phase II Improvements
Change Order No. 2 Date of Issuance July 8, 2021
To Contractor: TRI-STAR CONTRACTORS LLC ORDINANCE/RESOLUTION:194-20
The Contract is changed as follows: Effective July 8, 2021
Bid
Bid
Previous
Unit
Contract
Revised
Revised
Original
Revised
Contract
Item
Item
Estimated
of
Unit
Estimated
Unit
Estimated
Estimated
Change,
No.
Description
Quantity
Measure
Price
Quantity
Price
Cost
Cost
53" x 34" HERCP, Under
1-22
Pavement
91
LF
$250.00
121
$250.00
22,750.00
$30,250.00
53" x 34" HERCP, Outside
1-23
Roadway
41
LF
$235.00
51
$235.00
9.635.00
$11,985.00
1-72
Steel Handrail (Retaining Walls
440
IF
$100.00
455
$100.00
44.000.00
$45.500.00
and Headwalls/Wingwalls
1-116
12' x 6' Drop Inlet Box
0
EA
$0.00
2
$11,670.00
-
$23.340.00
1-1 l7
53" x 34" Flared End Section
0
EA
$0.00
2
$4,250.00
$8,500.00
Demo of Existing Dual 42"
I-118
CMP
0
LS
$0.00
I
$6,500.00
$6,500.00
1-119
Pavement Repair(T-Patch)
0
SY
$0.00
65
$31.50
$2.047.50
1-120
Pond Weir
0
IS
$0.00
1
$10,000.00
$10,000.00
3-41
Tree Removal @ Sta. 6+00
0
LS
$0.00
1
$2,250.00
$2,250.00
3-42
Preparation for Asphalt T-Patch
0
LF
$0.00
3800
$10.32
$39,216.00
ACHM Superpave Binder
3-43
Course
0
TON
$0.00
500
$115.00
$57,500.00
Summation of Cost 76,385.00 $237,088.50
_ Net Cost for this Change Order $160,703.50
I ne ongmal contract rnce was $ 6,820,075.20
Net change by previously authorized change orders $ 13,000.00
The Contract Price prior to this Change Order was $ 6,833,075.20
The Contract Price will be adjusted by $ 160,70350
The new Contract Price including this Change Order will be _ $ 69993,778.70
The Contract Times will be increased b
O y 25 calendar days
Required dates of Completion as of the date of this Change Order therefore are:
Substantial Completion 12-Feb-22
Final Completion — — 22-Mar-22
NOTE: This summary does not reflect changes in the Contract Price or Time(s) which
in this or previous Change Orders.
TRI-STAR CONSTRACTORS LLC
AL.sK�/_ � � 7/15/21
BY 17 61 DATE
BY
been authorized by Work Change Directives not incorporated
ir'4Mt 4-, 7/21/21
DATE
Matt Casey
Submitted By
Change Order 3
Zion Road - Vantage to Crossover
City of Fayetteville Staff Review Form
2021-1015
Legistar File ID
N/A
City Council Meeting Date - Agenda Item Only
N/A for Non -Agenda Item
12/9/2021 ENGINEERING (621)
Submitted Date Division / Department
Action Recommendation:
Staff recommends approval of Change Order 3 for the Zion Road - Vantage to Crossover project, which will increase I
the contract amount by $9,000.00 and 1 day.
GL: 5400.860.5700-5815.00 Project: 11011.2019.7212 Amount: $9,000.00 Fund: W/S (Sewer Portion)
Budget Impact:
46027212-5809.00 .00 4602 - Streets Project (2019 Bonds)
.860.
5400.860.5700-5815.00 5400 -Water &Sewer
Account Number Fund
46020.7212
11011.2019.7212 Zion Rd. Improvements
Project Number
Budgeted Item? Yes Current Budget
Funds Obligated
Current Balance
Does item have a cost? Yes Item Cost
Budget Adjustment Attached? No Budget Adjustment
Purchase Order Number: 2020-00000589
Change Order Number:
Original Contract Number: 2020-00000043
Comments:
Remaining Budget
Project Title
$ 6,378,004.00
$ 6,210,663.79
$ 167,340.21
$ 9,000.00
$ 158,340.21
V20210527
Previous Ordinance or Resolution # 194-20
Approval Date: 12/14/21
CITY OF
FAYETTEVILLE
ARKANSAS
TO: Mayor Lioneld Jordan
THRU: Susan Norton, Chief of Staff
Chris Brown, Public Works Director
FROM: Matt Casey, Engineering Design Manager
DATE: December 9, 2021
STAFF MEMO
SUBJECT: Approval of Change Order 3 for the Zion Road — Vantage to Crossover
Project
RECOMMENDATION:
Staff recommends approval of Change Order 3 for the Zion Road — Vantage to Crossover
Project which will increase the contract amount by $9,000.00 and 1 day.
BACKGROUND:
On June 24, 2020 the City Council approved a contract with Tri Star Contractors, LLC for the
construction of this project. Construction began in July of 2020 and is expected to be complete
by February 2021.
DISCUSSION:
Part of the work included in this project is the construction of a new sanitary sewer manhole to
connect the new sewer system to the existing system. The new manhole is to be constructed
over the existing sewer main and then the pipe would be cut to allow the flow from the new
mains to enter the existing system. The contractor discovered that the sewer main in this
location is encased in a steel encasement pipe. In order to construct the manhole in this
location, the encasement will have to be cut either side of the manhole and removed without
damaging the sewer main. City staff evaluated relocating the manhole to a better connection
point, but the proposed sewer main had already been installed. A new location could not be
chosen without removing and replacing work the contractor already performed. It was decided
that the best and most economical option is to remove the encasement. The contractor has
provided a cost of $9,000.00 for this work.
BUDGET/STAFF IMPACT:
The roadway and drainage improvements ($4,397,359.35) are funded by the 2019
Transportation Bond Program. The water and sewer relocations in this project ($2,424,965.85)
are funded by the Water and Sewer Fund Capital Improvement project appropriation. The total
cost for this change order is $9,000.00 from the Water and Sewer funds. The City Council
approved a construction contingency of $341,000 for this project, of which $220,000 is allocated
to the transportation and drainage portion of the project and $121,000 for the water and sewer
work. Change Order #1 approved the use of $13,000.00 of the water and sewer contingency.
Change Order #2 approved the use of $98,966.00 of the water and sewer contingency leaving
Mailing Address:
113 W. Mountain Street www.fayetteville-ar.gov
Fayetteville, AR 72701
$9,034.00 remaining. This contingency will be used to cover the cost of this change order and
the revised balance will be $158,262.50 for the Transportation Fund and $34.00 for the Water
and Sewer Fund.
Attachments:
Change Order 3
CHANGE ORDER
CITY OF
��FAYETTEVILLE
ARKANS
ARKANSAS
Change Order No. 3
Contract Title: Zion Road Phase II Improvements
Date of Issuance November 29, 2021
To Contractor: TRUSTAR CONTRACTORS LLC ORDINANCE/RESOLUTION:194-20
The Contract is changed as follows: Effective November 29, 2021
Bid
Bid
Previous
Unit
Contract
Revised
Revised
Original
Revised
Contract
Item
Item
Estimated
of
Unit
Estimated
Unit
Estimated
Estimated
Changes
No.
Description
Quantity
Measure
Price
Quantity
Price
Cost
Cost
3-44
Remove Ex. Encasement for
New Manhole (Sta. 0+65) &
Install New End Seals
0
LS
$0.00
1
$9.000.00
$9,000.00
Summation of Cost $9,000.00
Net Cast for this Change Order $9,000.00
The original Contract Price was
$ 6,820,075.20
Net change by previously authorized change orders
$ 173,703.50
The Contract Price prior to this Change Order was
$ 6,993,778.70
The Contract Price will be adjusted by
$ 9,000.00
The new Contract Price including this Change Order will be --------------
$ 7,002,778.70
The Contract Time(s) will be increased by 1
calendar days
Required dates of Completion as of the date of this Change Order therefore are:
Substantial Completion
13-Feb-22
Final Completion
23-Mar-22
NOTE: This summary does not reflect changes in the Contract Price or Time(s) which have been authorized by Work Change Directives not incorporated
in this or previous Change Orders.
s
TRI-STAR CONSTRACTORS LLC CITY O Y TTEV E
1212121 12/14/21
BY DATE BY DATE
City of Fayetteville Staff Review Form
2022-0685
Legistar File ID
N/A
City Council Meeting Date - Agenda Item Only
N/A for Non -Agenda Item
Matt Casey 7/27/2022
Submitted By Submitted Date
Action Recommendation:
Zion Road — Vantage to
Crossover Project
ENGINEERING (621)
Division / Department
Staff recommends approval of Change Order 4 with Tri-Star Contractors in the amount of $145,334.87 for the Zion Road —
Vantage to Crossover project. This change order will use Transportation contingency funds.
Budget Impact:
4602.860.7212-5809.00 4602 - Streets Project (2019 Bonds)
Account Number
46020.7212
Project Number
Budgeted Item? Yes
Does item have a cost? Yes
Budget Adjustment Attached? No
Fund
Streets Projects (2019 Bonds) - Zion Rd. Impr.
Current Budget
Funds Obligated
Current Balance
Item Cost
Budget Adjustment
Remaining Budget
Project Title
$
2,914,300.00
$
2,746,109.50
$
168,190.50
$
145,334.87
$
22,855.63
V20210527
Purchase Order Number: 2020-00000589 Previous Ordinance or Resolution # 194-20
Change Order Number:
4
Original Contract Number: 2020-00000043
Comments:
Approval Date:
7/29/22
.CITY OF
FAYETTEVILLE
V4W ARKANSAS
TO: Mayor Lioneld Jordan
THRU: Susan Norton, Chief of Staff
Chris Brown, Public Works Director
FROM: Matt Casey, Engineering Design Manager
DATE: July 26, 2022
STAFF MEMO
SUBJECT: Approval of Change Order 4 for the Zion Road — Vantage to Crossover
Project
RECOMMENDATION:
Staff recommends approval of Change Order 4 for the Zion Road — Vantage to Crossover
Project which will increase the contract amount by $145,334.87.
BACKGROUND:
On June 24, 2020 the City Council approved a contract with Tri Star Contractors, LLC for the
construction of this project. Construction began in July of 2020 and is expected to be complete
in the Fall of 2022.
DISCUSSION:
Tri Star Contractors requested that the City consider an adjustment to certain bid items pricing
due to inflation and fuel prices. Tri Star submitted documentation of their cost increases over
the past year that far exceeds what a contractor typically must contend with on a multi -year
construction project. City staff agreed that pricing adjustment were appropriate to account for
the increases in fuel, trucking, asphalt and base rock on certain bid items. These price
adjustments are included in this change order. Additional items include a 1-year tree watering
and guarantee due to the removal of irrigation from the contract, and adjustment of a manhole
elevation and additional demolition of concrete on a side street due to elevation changes.
BUDGET/STAFF IMPACT:
The roadway and drainage improvements ($4,397,359.35) are funded by the 2019
Transportation Bond Program. The water and sewer relocations in this project ($2,424,965.85)
are funded by the Water and Sewer Fund Capital Improvement project appropriation. The total
cost for this change order is $267,311.58 from the Water and Sewer funds and $145,442.71 for
the Transportation Bond fund. The City Council approved a construction contingency of
$341,000 for this project, of which $220,000 was allocated to the transportation and drainage
portion of the project and $121,000 for the water and sewer work. Change Order #1 approved
the use of $13,000.00 of the water and sewer contingency. Change Order #2 approved the use
of $98,966.00 of the water and sewer contingency. Change Order #3 approved the use of
$61,737.50 of the transportation contingency leaving $158,262.50 and $9,000.00 of the water
Mailing Address:
113 W. Mountain Street www.fayetteville-ar.gov
Fayetteville, AR 72701
CHANGE ORDER
CITY of
IFAYETTEVILLE
ARKANSKAAS
Contract Title: Zion Road Phase 11 Improvements
Change Order No. 4 Date of Issuance August 1, 2022
To Contractor: TRI-STAR CONTRACTORS LLC ORDINANCE/RESOLUTION:194-20
The Contract is changed as follows: Effective August 1, 2022
Bid
Bid
Previous
Unit
Contract
Revised
Revised
Original
Revised
Contract
Item
Item
Estimated
of
Unit
Estimated
Unit
Estimated
Estimated
Changes
No.
Description
Quantity
Measure
Price
Quantity
Price
Cost
Cost
2" ACHM Superpave Surface
46
Course (Overlay)
740
TON
$105.00
740
$128.69
77,700.00
$95,230.60
3" ACHM Superpave Surface
47
Course
2000
TON
$110.00
2000
$133.69
220,000.00
$267,380.00
3" ACHM Superpave Binder
48
Course
2025
TON
$115.00
2025
$139.86
232,875.00
$283,216.50
ACHM Superpave Binder
49
Leveling Course
100
TON
$119.00
100
$143.86
11,900.00
$14,386.00
8" Class 7 Aggregate Base
50
Course
14,250.00
SY
$11.00
10,454.66
$11.00
156,750.00
$115,001.26
8" Class 7 Aggregate Base
1-121
Course-CO-4
0.00
SY
$0.00
3,795.34
$13.21
-
$50,136.44
ACHM Patching of Existing
51
Roadway
30
TON
$150.00
30
$173.69
4,500.00
$5,210.70
(4" Depth) 6' Wide Concrete
60
Sidewalk
2,260.00
SY
$52.00
1,173.96
$52.00
117,520.00
$61,045.92
(4" Depth) 6' Wide Concrete
1 122
Sidewalk-CO-4
0.00
SY
$0.00
1,086.04
$53.92
-
$58,559.28
(4" Depth) 10' Wide Concrete
61
Trail
6000.00
SY
$52.00
3779.60
$52.00
312,000.00
$196.539.20
(4" Depth) 10' Wide Concrete
1123
Trail-CO-4
0.00
SY
$0.00
2220.40
$53.92
-
$119,723.97
One year tree warranty &
1-124
watering
0.00
LS
$0.00
1.00
$10,000.00
$10,000.00
Adjust Manhole to Grade MH
1-125
2-2
0.00
LS
$0.00
1.00
$800.00
$800.00
Demolition of Existing
1-126
Concrete CO-4
0.00
SY
$0.00
135.00
$10.00
$1,350.00
The original Contract Price was
Net change by previously authorized change orders
The Contract Price prior to this Change Order was
The Contract Price will be adjusted by
The new Contract Price including this Change Order will be
The Contract Time(s) will be increased by
Required dates of Completion as of the date of this Change Order therefore are:
Summation of Cost 1,133,245.00 $1,278,579.87
Net Cost for this Change Order $145,334.87
$
182,70350
$
7,002,778.70
$
145,334.87
7,148,11357
- (I
calendar days
Substantial Completion 21-Feb-22
------------------------------------------------------------------------
Fnal Completion 23-Mar-22
NOTE: This summary does not reflect changes in the Contract Price or Time(s) which have been authorized by Work Change Directives not incorporated
in this or previous Change Orders.
TRI-STAR CONSTRACTORS LLC CITY F FAYE VILLE
rytcstti,f/ F. �� 7/26/22 7/29/22
BY DATE Y DATE
Matt Casey
Submitted By
Tri-Star Contractors Change Order No. 6
City of Fayetteville Staff Review Form
ZUZ3-USb4
Item ID
NA
City Council Meeting Date - Agenda Item Only
N/A for Non -Agenda Item
3/21/2023 ENGINEERING (621)
Submitted Date Division / Department
Action Recommendation:
Staff recommends approval of Change Order 6 with Tri-Star Contractors in the amount of $27,450.00 for the Zion
Road - Vantage to Crossover project. This change order will be funded through previously approved contingency.
4602.860.7212-5809.00
Account Number
46020.7212
Project Number
Budgeted Item? Yes
Does item have a direct cost? Yes
Is a Budget Adjustment attached? No
Purchase Order Number:
Change Order Number:
Original Contract Number:
Comments:
2020-00000589
6
2020-00000043
Budget Impact:
4602 - Streets Project (2019 Bonds)
Fund
Streets Projects (2019 Bonds) -Zion Rd. Impr.
Project Title
Total Amended Budget $ 884,895.00
Expenses (Actual+Encum) $ 830,280.90
Available Budget
Item Cost $ 27,450.00
Budget Adjustment $ -
Remaining Budget
V20221130
Previous Ordinance or Resolution # 1�
Approval Date: 03/30/2023
CITY OF
FAYETTEVILLE
ARKANSAS
TO: Mayor Lioneld Jordan
THRU: Susan Norton, Chief of Staff
Chris Brown, Public Works Director
FROM: Matt Casey, Engineering Design Manager
DATE: March 21, 2023
STAFF MEMO
SUBJECT: Approval of Change Order 6 for the Zion Road — Vantage to Crossover
Project
RECOMMENDATION:
Staff recommends approval of Change Order 6 with Tri-Star Contractors in the amount of
$27,450.00 for the Zion Road - Vantage to Crossover project, which will be funded from
previously approved contingency.
BACKGROUND:
On June 24, 2020 the City Council approved a contract with Tri Star Contractors, LLC for the
construction of this project. Construction began in September of 2020 and is expected to be
complete in the Summer of 2023.
DISCUSSION:
During the construction of this project, the contractor discovered that the work would remove
and/or damage a large section of the irrigation system for the Lakewood Subdivision. In order
to correct this issue, staff worked with Tri Star Contractors and the Lakewood POA to obtain a
cost to repair the system. The contractor has provided a cost of $27,450.00 for this work.
BUDGET/STAFF IMPACT:
Roadway and drainage improvements are funded by the Transportation Bond Program, and
water/sewer relocations in this project are funded by the Water and Sewer Fund Capital
Improvement project appropriation. The Transportation Fund will fund the additional costs of this
change order.
Tri Star Contractors
Original (Legistar 2020-0528)
CO 1 (Legistar 2021-0213)
CO 2 (Legistar 2021-0495)
CO 3 (Legistar 2021-1015)
CO 4 (Legistar 2022-0685)
CO 5 (Legistar 2022-0686)
CO 6
CONTRACT
Transportation Water/Sewer
Bond
$ 4,395,109.35
61,737.50
$ 2,424,965.85
13,000.00
98,966.00
9,000.00
145,334.87
264,597.22
27,450.00
$ 4,484,296.85 $ 2,955,863.94
CONTINGENCY
Transportation Water/Sewer
Bond
$ 220,000.00
(61,737.50)
(145, 334.87)
35,000.00
(27,450.00)
$ 20,477.63
$ 121,000.00
(13,000.00)
(98,966.00)
(9,000.00)
85,000.00
$ 85,034.00
Mailing Address:
113 W. Mountain Street www.fayetteville-ar.gov
Fayetteville, AR 72701
PURCHASE ORDER DETAIL
GL ACCOUNT
PROJECT
AMOUNT
4602.860.7212-5809.00
46020.7212
$ 27,450.00
Attachments:
Change Order 6
CHANGE ORDER
CITY OF
FAYETTEVILLE
ARKANS
A R KA N S A S Contract Title: Zion Road Phase II Improvements
Change Order No. 6 Date of Issuance March 21.2023
To Contractor: TRI-STAR CONTRACTORS LLC ORDINANCEJRESOLUTION:194-20
The Contract is changed as follows:
Effective March 21, 2023
Bid
Bid
Previous
Unit
Contract
Revised
Revised
Original
Revised
Contract
Item
Item
Estimated
of
Unit
Estimated
Unit
Estimated
Estimated
Changes
No.
Description
Quantity
Measure
Price
Quantity
Price
Cost
Cost
1-127
Lakewood Subdivision
Irrigation Repair
LS
1.00
S27,450.00
$27.450.00
the Owner
The original Contract Price was
Net change by previously authorized change orders
The Contract Price prior to this Change Order was
The Contract Price will be adjusted by
The new Contract Price including this Change Order will be
The Contract Time(s) will be increased by
Required dates of Completion as of the date of this Change Order therefore are.
Summation of Cost $27,450.00
Net Cost for this Change Order $27,450.00
$
6,820,075.20
$
592,635.59
$
79412,710.79
$
27,450.00
-- _ $
7,440,160.79
0
calendar days
Substantial Completion 21-Feb-22
•----------------------------------------------------------- —
Final Completion 23-Mar-22
NOTE: This summary does not reflect changes in the Contract Price or Time(s) which have been authorized by Work Change Directives not incorporated
in this or previous Change Orders.
TRI-STAR CONSTRACTORS LLC CIT OFAY-IrEVIL E
3121/23 - �113/30/2023
BY ;-7 DATE BY ( / DATE
V
C O N T R A C T O R S
Advanced By Irrigation
Lakewood POA 12/6/22
Zion Rd/Lantana
Fayetteville, AR
1) Job Description: Irrigation System Repairs/Revisions/Installation
This bid includes all repairs and/or revisions needed to bring property back to an operational state. Bid includes
the installation of 4" popup heads with MP rotator nozzles and strip nozzles on newly installed turf zones. This
estimate does not include any repairs to system outside the scope of damages due to recent construction of Zion
Rd.
Existing backflow preventer will be utilized. New mainline for damaged irrigation system will be installed. Upon
completion, system will be pressure checked for any leaks pertaining to this estimate.
Bid is contingent upon adequate sleeving installation under all necessary concrete areas (Lantana Ln.) Should
further sleeving be necessary, a change order will be submitted for directional boring.
After assessment it was found that main line, wire, and —10 irrigation zones were damaged and will need to be
replaced/repaired. This damage is/was operational from the controller on Randall. This existing controller will be
utilized. This will include the installation of new 1-1/2" PVC Sch 40 mainline, irrigation wiring, new irrigation
zones where needed, and repairs to existing salvageable zones. Once completed the damaged irrigation system
along Zion Rd. will be 100% operational.
Materials:
1-1/2" PVC Sch 40 Mainline
1-1/4" & 1" PVC Class Laterals (Spray Zones)
Poly Barbs
Misc. PVC Fittings
Glue/Primer/Teflon
'/" Poly Pipe
10" Valve Boxes
13 Strand Direct Burial Wiring
4" Pop -Up Heads
Waterproof Wire Nuts
1-1/2" Rainbird Valves
MP Rotator Spray Nozzles
47 North Double Springs Rd. • Farmington, AR 72730
Phone: 479.305.0270
ABI L-) 1-I��jA�
Advanced By Irrigation
Estimated Job Completion:
If applicable, a utility locate will be called in and will be allowed 48 hours to complete due to state laws. Contact
ABI Systems, LLC for a scheduled start date. All installations come with a one-year warranty, from date of
completion.
***PAYMENT DETAILS: 50% draw due upon 50% completion: remaining 50% due upon 100% completion of
'off
Total Job Cost Not to Exceed: $22875.00
Client Signature Date ABI Rep. Date
47 North Double Springs Rd. • Farmington, AR 72730
Phone: 479.305.0270
ABI JYS7rJJU_
Advanced By Irrigation
Materials:
Item Total:
Unit:
Qty: Unit Price:
Total:
1-1/2" PVC Sch 40 Mainline
LF
640 $1.54
$985.60
10" Valve Boxes
EA
7 $14.79
$103.53
1-1/4" PVC Class Laterals
LF
700 $.84
$588.00
1" PVC Class Laterals
LF
700 $.46
$322.00
13 Strand Direct Burial Wiring
LF
750 $.87
$652.50
Poly Barbs
EA
160 $.21
$33.60
1-1/2" Rainbird Valves
EA
7 $117.99
$825.93
4" Pop -Up Heads
EA
80 $1.69
$135.20
MP Rotator/Strip Spray Nozzles
EA
80 $6.32
$505.60
'/" Poly Pipe
LF
200 $.24
$48.00
Waterproof Wire Nuts
EA
35 $1.53
$53.55
Rainbird Expansion Module
EA
1 $67.97
$67.97
Misc. PVC Fittings
ALL
$300.00
Glue/Primer/Teflon
ALL
$30.00
*Prices and quantities
are subject to slight
changes during the design phase of this project*
47 North Double .Springs Rd. • Farmington, AR 72730
Phone:
479.30 5.0270
/ye t ,i,� L1 Z71M S
Advanced By Irrigation
ABI SYSTEMS IS COMMITTED TO CUSTOMER SATISFACTION. THEREFORE, ALL WORKMANSHIP AND EQUIPMENT IS
GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE COMPLETION DATE. IN THE EVENT THAT A DEFECT IN
WORKMANSHIP, PARTS, OR MATERIALS IS REPORTED TO ABI SYSTEMS BY THE OWNER WITHIN THE APPLICABLE PERIOD,
WE WILL CORRECT THE DEFECT IN WORKMANSHIP, OR WILL REPAIR OR REPLACE THE DEFECTIVE PART(S) AT NO COST TO
THE OWNER. ALL DEFECTIVE PARTS, UPON REPLACEMENT, BECOME PROPERTY OF ABI SYSTEMS.
ALL WARRANTIES APPLY PROVIDED ONLY ABI SYSTEMS MAINTAINS THE SYSTEM. SHOULD ANY OTHER CONTRACTOR,
COMPANY, OR PERSON(S) TAMPER WITH OR ATTEMPT TO SERVICE THE SYSTEM IN ANY WAY WILL CAUSE FOR
TERMINATION OF WARRANTY. THIS GUARANTEE DOES NOT EXTEND TO DAMAGES RESULTING FROM ACCIDENT, MISUSE,
THEFT OR ALTERATION. ALL PVC PIPE WILL BE CLASS 200 UNLESS OTHWERWISE STATED IN THE MATERIALS SECTION OF
THE CONTRACT. THE IRRIGATION MANAGER MAINTAINS FINAL AUTHORITY AND DISCRETION REGARDING WARRANTY
CLAIMS.
ABI SYSTEMS IS NOT RESPONSIBLE FOR UNFORESEEN CIRCUMSTANCES BEYOND OUR CONTROL, I.E., EXCESSIVE WATER
PRESSURE, WATER HAMMER, AND TREE ROOTS. THE WARRANTY DOES NOT COVER PROPERTY LAYOUT CHANGES AFTER
THE PROJECT COMPLETION. ABI SYSTEMS EXTENDS TO THE OWNER ALL OF THE WARRANTIES AND GUARANTEES PROVIDED
BY THE MANUFACTURER ON ALL EQUIPMENT USED. RELEVANT COPIES OF SUCH WARRANTIES WILL BE PROVIDED TO THE
OWNER UPON REQUEST.
47 North Double Springs Rd. • Farmington, AR 72730
Phone: 4 79.305.02 70
Contractor fee of 20% = $4,575
Total for this Change directive = $27,450.00
TRI STAR CONTRACTORS
Office (479) 238-1088 1 Fax (479) 238-0030
P.O. Box 219 Siloam Springs, AR 72761