HomeMy WebLinkAbout89-09 RESOLUTIONRESOLUTION NO. 89-09
A RESOLUTION TO AWARD TO THE LOW BIDDER,
GROUND ZERO CONSTRUCTION, INC. A CONTRACT FOR
CONSTRUCTION OF DRAINAGE IMPROVEMENTS AND
SIDEWALKS FOR MISSOURI CREEK AND ROLLING HILLS
DRIVE IN THE AMOUNT OF $135,018.00 PLUS A
CONTINGENCY IN THE AMOUNT OF $20,252.00
WHEREAS, the Street Committee recommended the study of drainage problems of
Missouri Creek at Rolling Hills Drive and approved the improvement project and low bidder to
construct the improvements..
NOW, THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE
CITY OF FAYETTEVILLE, ARKANSAS:
Section 1: That the City Council of the City of Fayetteville, Arkansas hereby awards the
attached contract in the amount of $135,018.00 to Ground Zero Construction, Inc. for
construction of the Missouri Creek at Rolling Hills Drive Drainage Improvement Project and
approves a project contingency in the amount of $20,252.00.
PASSED and APPROVED this 21St day of April, 2009.
APPROVED:
B
ATTEST:
By:
SOP
1 ' • E. SMITH, City Cier
reasurer
os4iZ+1r;1gt„
, calf
Chris Brown
Submitted By
City of Fayetteville Staff Review Form
City Council Agenda Items
and
Contracts, Leases or Agreements
4/21/2009
City Council Meeting Date
Agenda Items Only
Engineering
Division
Action Required:
Development Services
Department
A resolution to award a contract to Ground Zero Construction, Inc. in
the amount of $135,018.00 for construction of drainage improvements for
the Missouri Creek at Rolling Hills Drive Drainage Improvements
project and approve a project contingency of 15% of the Construction bid.
155,270.00
Cost of this request
4470.9470.5817
Account Number
02108.1
867,448.00
Category / Project Budget
Other Drainage Improvements
Program Category / Project Name
244.97 Bridge and Drainage Improvements
Funds Used to Date
$ 867,203.03
Project Number Remaining Balance
Budgeted Item X Budget Adjustment Attached
Program / Project Category Name
Sales Tax Capital Improvement Project
Fund Name
Depat m
City Attor
ci_
Finance and Internal Services Director
Vk*(141
Date
Date
4r3T2oeR
Date
Previous Ordinance or Resolution #
Original Contract Date:
Original Contract Number:
Received in City
Clerk's Office
SEB
Received in
Mayor's Office
Comments:
Revised January 15, 2009
City Council Meeting of April 21, 2009
CITY COUNCIL AGENDA MEMO
To: Mayor and City Council
Thru: Don Marr, Chief of Staff
Jeremy Pate, Development Services Director 6k
From: Chris Browi nterim City Engineer
Date: April 1, 2009
Subject: : A resolution to award a contract to Ground Zero Construction, Inc. in
the amount of $135,918.00 for construction of drainage improvements for
the Missouri Creek at Rolling Hills Drive Drainage Improvements
project and approve a project contingency of 15% of the Construction
bid.
RECOMMENDATION:
Staff recommends approval of a construction contract with Ground Zero Construction,
Inc. in the amount of $135,018.00 for construction of drainage improvements for the
Missouri Creek at Rolling Hills Drive Drainage Improvements Project and approve a
project contingency of 15% of the Construction bid.
BACKGROUND:
The Street Committee reviewed the drainage problem at Missouri Creek on October 20,
2008 and requested Engineering staff prepare plans and take bids on the project. The
project consists of installing 62 ft of a triple 9 ft x 3.5 ft reinforced box culvert on
Missouri Creek at Rolling Hills Drive, installation of additional curb inlets, and
construction of 6 foot sidewalks on both sides of the roadway. Relocation of the existing
water main will also be completed as part of the project. The plans were completed and
advertised for bid on February 23, 2009.
DISCUSSION:
Bids for this project were received on March 10`x'. 15 bids were received, ranging from
$135,000 to $330,000. The low bidder was Ground Zero Construction, Inc. of Siloam
Springs at $135,018.00. In addition, a contingency fund equaling 15% of the amount bid
($20,252.70) is recommended. Therefore, the total recommended construction funding is
$155,270.00.
The bids have been reviewed and, the low bid has been determined to be acceptable by
staff.
The bids were also reviewed at the March 31, 2009 Street Committee Meeting. The
Committee voted to forward the proposal to the City Council with a recommendation to
award the bid to Ground Zero Construction, Inc.
1
City Council Meeting of April 21, 2009
Drainage Easements and Temporary Construction Easements are required from a total of
four (4) property owners. Acquisition of easements has been on hold pending the
approval of bids. This acquisition must be completed before the work can begin.
The project is scheduled to be "Substantially Complete" within 60 calendar days after
commencement and fully complete within 90 days.
The Contractor shall sequence construction of the triple box culvert so that 2 — 9 ft lanes
shall remain open at all times during construction unless 2 -flagman are present. One 9 ft
lane must remain open when flagmen are used. Contractor shall provide adequate
barriers and construction signage in accordance with MUTCD to provide a safe
environment for the traveling public.
BUDGET IMPACT:
This construction contract will be funded with a portion of the Sales Tax Capital
Improvement Project dedicated to drainage projects. Funding available in this project
fund is approximately $867,000.
2
RESOLUTION NO.
A RESOLUTION TO AWARD TO THE LOW BIDDER, GROUND
ZERO CONSTRUCTION, INC. A CONTRACT FOR CONSTRUCTION
OF DRAINAGE IMPROVEMENTS AND SIDEWALKS FOR MISSOURI
CREEK AND ROLLING HILLS DRIVE IN THE AMOUNT OF $135,018.00
PLUS A CONTINGENCY IN THE AMOUNT OF $20,252.00
WHEREAS, the Street Committee recommended the study of drainage problems of
Missouri Creek at Rolling Hills Drive and approved the improvement project and low bidder to
construct the improvements..
NOW, THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE
CITY OF FAYETTEVILLE, ARKANSAS:
Section 1: That the City Council of the City of Fayetteville, Arkansas hereby awards the
attached contract in the amount of $135,018.00 to Ground Zero Construction, Inc. for
construction of the Missouri Creek at Rolling Hills Drive Drainage Improvement Project and
approves a project contingency in the amount of $20,252.00.
PASSED and APPROVED this 215t day of April, 2009.
APPROVED: ATTEST:
By: By:
LIONELD JORDAN, Mayor SONDRA E. SMITH, City Clerk/Treasurer
DOCUMENT 00500 — AGREEMENT
BETWEEN OWNER AND CONTRACTOR
Contract Name/Title: MISSOURI CREEK AT ROLLING HILLS DRIVE DRAINAGE
Contract No.:
IMPROVEMENTS
THIS AGREEMENT is dated as of the day of
in the year 2009
by and between The City of Fayetteville, Arkansas and Ground Zero Construction, Inc.
(hereinafter called Contractor).
ARTICLE 1 - WORK
1.01 Contractor shall complete all Work as specified or indicated in the Contract
Documents. The work under this Contract includes, but is not limited to:
Installation of a 62 LF of a triple 9'x3.5' reinforced box culvert on Missouri Creek at Rolling
Hills Drive, including approximately 225 SY of Asphalt Concrete Hot Mix street repair, 110 LF
of Curb and Gutter, 100-SY of concrete sidewalk, 45 LF of 24-30" Reinforced Concrete Pipe, 65
LF of 6" PVC water line, and miscellaneous related items.
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.
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.
City of Fayetteville 00500 - 1
Missouri Creek at Rolling Hills Drive Drainage Improvements
DOCUMENT 00500 — AGREEMENT (continued)
3.02 DATES FOR SUBSTANTIAL COMPLETION AND FINAL PAYMENT:
A. The Work will be Substantially Completed within 60 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 90 calendar days
after the date when the Contract Times commence to run.
103 LIQUIDATED 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, instead of requiring any such
proof, 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 One Hundred Fifty Dollars ($150.00) for each calendar day that
expires after the time specified above in Paragraph 3.02 for Substantial
Completion until 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 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
City of Fayetteville 00500 - 2
Missouri Creek at Rolling Hills Drive Drainage Improvements
DOCUMENT 00500 — AGREEMENT (continued)
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.
4.03 Changes, modifications, or amendments in scope, price or fees to this contract shall
not be allowed without a prior formal contract amendment approved by the Mayor
and the City Council in advance of the change in scope, cost or fees.
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 15th 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.
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
City of Fayetteville 00500 - 3
Missouri Creek at Rolling Hills Drive Drainage Improvements
DOCUMENT 00500 — AGREEMENT (continued)
amounts as Engineer shall determine, or The City of Fayetteville
may withhold, in accordance with the GENERAL CONDITIONS.
a. 90% of Work Completed (with the balance being retainage). If
Work has been 50% completed as determined by Engineer, and
if the character and progress of the Work have been satisfactory
to The City of Fayetteville and Engineer, The City of
Fayetteville on recommendation of Engineer, may determine that
as long as the character and progress of the Work subsequently
remain satisfactory to them, there will be no additional retainage
on account of Work subsequently completed, in which case the
remaining progress payments prior to Substantial Completion
will be an amount equal to 100% of the Work Completed less the
aggregate of payments previously made; and
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.
City of Fayetteville 00500 - 4
Missouri Creek at Rolling Hills Drive Drainage Improvements
DOCUMENT 00500 — AGREEMENT (continued)
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.
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
City of Fayetteville 00500 - 5
Missouri Creek at Rolling Hills Drive Drainage Improvements
DOCUMENT 00500 — AGREEMENT (continued)
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
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.
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
City of Fayetteville 00500 - 6
Missouri Creek at Rolling Hills Drive Drainage Improvements
DOCUMENT 00500 — AGREEMENT (continued)
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.
b. Contractor's Bid.
c. Documentation submitted by Contractor prior to Notice of
Award.
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:
MISSOURI CREEK AT ROLLING HILLS DRIVE DRAINAGE
IMPROVEMENTS
8. 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.
City of Fayetteville 00500 - 7
Missouri Creek at Rolling Hills Drive Drainage Improvements
DOCUMENT 00500 — AGREEMENT (continued)
ARTICLE 8 - 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
enforceable provision that comes as close as possible to expressing the
intention of the stricken provision.
City of Fayetteville 00500 - 8
Missouri Creek at Rolling Hills Drive Drainage Improvements
DOCUMENT 00500 --- AGREEMENT (continued)
8.05 FREEDOM OF INFORMATION ACT:
A. City contracts and documents prepared while performing city contractual
work are subject to the Arkansas Freedom of Information Act. If a Freedom
of Information Act request is presented to the City of Fayetteville, the
contractor will do everything possible to provide the documents in a prompt
and timely manner as prescribed in the Arkansas Freedom of Information Act
(A.C.A. §25-19-101 et. seq.). Only legally authorized photocopying costs
pursuant to the FOIA may be assessed for this compliance.
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
This Agreement will be effective on , 2009, which is the
Effective Date of the Agreement.
GROUND ZERO CONSTRUCTION, INC CITY OF FAYETTEVILLE
By:.
Title: i°, -f; c 4 -1 r
Attest
By:
Title:
(SEAL) (SEAL)
Attest
City of Fayetteville 00500 - 9
Missouri Creek at Rolling Hills Drive Drainage Improvements
DOCUMENT 00500 -- AGREEMENT (continued)
Address for giving notices Address for giving notices
P.O. BOX 830 113 West Mountain Street
Siloam Springs, Arkansas 72761 Fayetteville, Arkansas 72701
License No. 0148370509
Agent for Service of process
(If Contractor is a corporation,
attach evidence of authority to
sign.)
(attach evidence of authority to
sign and resolution or other documents
authorizing execution of Agreement)
Approved As to Form:
By:
Attorney For:
END OF DOCUMENT 00500
City of Fayetteville 00500 - 10
Missouri Creek at Rolling Hills Drive Drainage Improvements
ROLLING HILLS AT MISSOURI CREEK DRAINAGE
ITEM SPEC. EST.
NO. REF DESCRIPTION UNIT QTY
Engineer's Estimate
UNIT
PRICE TOTAL
1 111 Roadway Construction Control LS 1
2 112 Trench and Excavation Safety Systems LS 1
3 204 4" Topsoil Placement (Yard Areas) SY 350
4 301 24 -inch Corrugated Metal Pipe (CMP) LF 30
5 301 30- inch Corrugated Meta] Pipe (CMP) LF 16
6 302 Drop Inlet EA 2
7 302 Drop Inlet Extension (4 Ft) EA 12
8 306 Native Stone Rip Rap (1501b) SY 225
9 403 Asphalt Concrete Hot Mix Binder TN 85
Course (6 inch)
10 403 Asphalt Concrete Hot Mix Surface TN 52
Course (3 inch)
11 501 Concrete Curb & Gutter LF 200
12 502 6' Concrete Sidewalk (4") SY 120
13 504 Concrete Headwalls EA 2
14 504 Concrete Retaining Walls LF 35
15 504 Concrete Wing Walls LF 25
16 505 Seeding & Mulching AC 0.2
17 505 Solid Sod SY 350
18 507 4" White or Yellow Pvmt Marking LF 300
(Thermoplastic)
19 509 Erosion Control LS 1
20 510 Traffic Control and Maintenance LS 1
21 511 Mobilization LS 1
22 515 Steel Pedestrian Handrail (Type I) LF 125
23 517 Tree Protection Fencing LF l 80
24 SP -1 Concrete Box Culvert (Triple 9' x 3.5') LS 1
25 SP -2 Clearing, Grubbing, Demolition, and LS 1
Unclassified Excavation
26 SP -3 Split Steel Encasement Pipe (16") LF 20
27 WI - .8A 6" PVC C900 (DR 14) Water Line LF 80
28 WI -1.8B 6"x6" Tapping Sleeve and Valve w/Box EA 2
29 W] -1.8C Compact Mechanical Joint Ductile Iron LB 750
Fittings
30 W 1- ,8D Cut and Cap Existing 6" Main EA 2
31 W1 -1.8E 6" Service Saddle, 1" Corp Stop and Tap EA 2
(for testing)
52,500 52,500.00
51,200 51,200.00
53 51,050.00
$65 51,950.00
$75 51,200.00
52,500 $5,000,00
5500 56,000.00
550 $11,250.00
5150 512,750.00
$150 57,800.00
$20 54,000.00
538 54,560.00
5500 51,000,00
5125 54,375.00
5125 53,125.00
52,500 5500.00
55 51,750.00
$1 5375.00
$1,500 51,500,00
52,000 52,000.00
510,000 510,000.00
525 53,125.00
52 5360.00
5100,000 5100,000.00
520,000 $20,000.00
5200 $4,000.00
545 53,600.00
52,200 54,400,00
55 53,750.00
51,250 52,500.00
5150 5300.00
Subtotal 5225,920.00
Contingency 522,592.00
Total 5248,512.00
Ground Zero
UNIT
PRICE TOTAL
Sweetser Construction
UNIT
PRICE TOTAL
Edwards Design &
Construction
UNIT PRICE TOTAL
51,300,00
5500.00
52.50
540.00
$45.00
$2,400.00
$120.00
544.00
$82.00
51,300,00
$ 500.00
5875.00
$1,200.00
5720.00
54,800.00
51,440.00
59,900.00
$6,970.00
$94.00 $4,888.00
511.00
530.00
52,200.00
5170.00
5170.00
55,000.00
$3.00
54.00
51,000.00
51,500.00
$1,000.00
555.00
52.25
$43,000.00
510,000.00
5100,00
519.00
52,200.00
55.50
52,200.00
$3,600,00
54,400.00
55,950.00
54,250.00
51,000.00
$1,050.00
51,200.00
51,000.00
$1,500.00
51,000, 00
56,875.00
$405.00
$43,000.00
$10,000.00
$2,000.00
51,520.00
54,400.00
54,125.00
$1,100.00 52,200.00
5375.00 $750.00
5135,018.00
51,300.00
5500.00
51.50
546.50
558,50
52,000.00
5500.00
545.00
$75.00
51,300.00
5500.00
5525,00
51,395.00
5936.00
54,000.00
56,000.00
510,125.00
$6,375.00
$80,00 54,160.00
514.00
524.00
5500.00
5100.00
550.00
5360.00
53.00
53.75
5200.00
52,500.00
53,300.00
550.00
$5.00
575,300.00
512,000.00
$150.00
528.00
52,500,00
56.00
52, 800.00
52,880.00
51,000,00
53,500.00
51,250.00
572.00
51,050.00
51,125.00
5200.00
52,500.00
53,300.00
$6,250.00
$900.00
575,300.00
$12,000,00
53,000.00
52,240.00
55,000.00
54,500,00
5300.00 $600.00
5350.00 5700.00
$165,483.00
Bid
5165,771.00
5500.00
56,400.00
510.00
525.00
550.00
53,000.00
$600.00
518.00
587.00
5500.00
56,400.00
53,500.00
$750.00
$800,00
56,000.00
57,200.00
54, 050.00
57,395.00
598.75 55,135.00
59.50
S35.00
52,500.00
5143.00
5169.00
52,500.00
51,90
$4.85
52,950.00
56,300.00
$1,500.00
547.00
$2.50
$62,000.00
510,000.00
5179.00
51750
S2,250.00
56.00
51,900.00
54,200.00
55,000.00
55,005.00
54,225.00
5500.00
5665.00
$1,455.00
$2,950.00
56,300.00
51, 500.00
55,875.00
$450.00
$62,000.00
$10,000.00
53,580.00
51,400.00
S4,500.00
$4,500.00
5400.00 5800.00
5300.00 $600.00
$169,135.00
-$288.00
ROLLING HILLS AT MISSOURI CREEK DRAINAGE
ITEM SPEC. EST.
NO, REF DESCRIPTION UNIT QTY
1 1 1 1 Roadway Construction Control • LS 1
2 112 Trench and Excavation Safety Systems. LS 1
3 204 4" Topsoil Placement (Yard Areas) SY 350
4 301 24 -inch Corrugated Metal Pipe (CMP) LF 30
5 301 30- inch Corrugated Metal Pipe (CMP) LF 16
6 302 Drop Inlet EA 2
7 302 Drop Inlet Extension (4 Ft) EA 12
8 306 Native Stone Rip Rap (1501b) SY 225
9 403 Asphalt Concrete Hot Mix Binder TN 85
Course (6 inch)
10 403 Asphalt Concrete Hot Mix Surface TN 52
Course (3 inch)
11 501 Concrete Curb & Gutter LF 200
12 502 6' Concrete Sidewalk (4") SY 120
13 504 Concrete Headwalls EA 2
14 504 Concrete Retaining Walls LF 35
15 504 Concrete Wing Walls LF 25
16 505 Seeding & Mulching AC 0.2
17 505 Solid Sod SY 350
18 507 4" White or Yellow Pvmt Marking LF 300
(Thermoplastic)
19 509 Erosion Control LS 1
20 510 Traffic Control and Maintenance LS 1
21 511 Mobilization LS 1
22 515 Steel Pedestrian Handrail (Type I) LF 125
23 517 Tree Protection Fencing LF 180
24 SP -1 Concrete Box Culvert (Triple 9' x 3.5') LS 1
25 SP -2 Clearing, Grubbing, Demolition, and LS 1
Unclassified Excavation
26 SP -3 Split Steel Encasement Pipe (16") LF 20
27 W1 -1.8A 6" PVC C900 (DR 14) Water Line LF 80
28 WI -1.8B 6"x6" Tapping Sleeve and Valve w/Box EA 2
29 W1 -1.8C Compact Mechanical Joint Ductile Iron LB 750
Fittings
30 W1 -1.8D Cut and Cap Existing 6" Main EA 2
31 W1 -1.8E 6" Service Saddle, 1" Corp Stop and Tap EA 2
(for testing)
Tomlinson Asphalt
Company
UNIT
PRICE TOTAL
Northwest Excavation
UNIT
PRICE TOTAL
52,000.00
$2,000.00
$3,290.00
$3,290.00
$100.00
5100.00
5€,€50.00
$1,150.00
$4.50
51,575.00
$3.60
$1,260.00
$39.50
51,185.00
555.40
$1,662.00
555.00
$880.00
561.50
$984.00
53,500.00
57,000.00
54,030.00
58,060.00
5450.00
55,400.00
5540.00
56,480,00
546.20
510,395.00
534.00
57,650.00
$80.00
56,800.00
$82.60
57,021.00
$95,00
$4,940.00
587.00
54,524.00
511.00
$2,200.00
" 515.00
53,000.00
527,00
$3,240.00
$39.30
54,716.00
51,€00,00
$2,200.00
5990.00
$1,980.00
5170.00
55,950.00
5173.00
$6,055.00
5200.00
55,000,00
5107.00
$2,675.00
52,500.00
5500.00
53,250,00
5650.00
53.00
51,050.00
55.40
51,890.00
54.00
51,200.00
59.00
$2,700.00
5500.00
5500.00
52,350.00
52,350.00
52,400.00
52,400.00
53,500.00
53,500.00
51,575.00
51,575.00
52,650.00
52,650.00
$52.00
$6,500.00
561.00
57,625.00
51.00
$180.00
$3.25
$585.00
568,085.00
$68,085.00
568,995.00
$68,995.00
514,830.00
514,830.00
$17,527.00
$17,527.00
5145.00
$2,900.00
595,25
$1,905.00
551.00
54,080.00
540,15
$3,212.00
51,940,00
53,880.00
51,970.00
53,940.00
$6.12
54,590.00
54.30
53,225.00
51,120.00
$2,240.00
5345.00
5690.00
5615.00
$1,230.00
5135.00
$270.00
5174,605.00
5182,221.00
ARCO Excavation & Paving
UNIT
PRICE TOTAL
$3,500.00
51,000.00
$3,50
550.00
560.00
$4,800.00
$420.00
$130.00
$90.00
53,500.00
51,000.00
S 1,225.00
51, 500.00
5960,00
59,600.00
55,040.00
529,250.00
$7,650.00
$90.00 $4,680.00
$12.00
$36.00
53,200.00
5110.00
5110.00
5550.00
53,75
$0.95
$1,000.00
53,500.00
5800.00
540,00
53.00
573,000.00
$8,500.00
$70.00
530.00
52,000.00
$5.00
$2,400.00
54,320,00
56,400,00
53,850,00
52, 750.00
5110.00
51,312.50
5285.00
$1,000.00
53,500.00
5800.00
55,000.00
$540.00
$73,000.00
$8,500.00
51,400.00
52,400.00
54,000.00
$3,750.00
5300.00 5600.00
5175.00 5350.00
S190,672.50
BID
5191,662.50
-$990.00
Dean Crowder Construction
UNIT PRICE TOTAL
$1,500,00
$500.00
$3,15
536.00
545,00
53,950.00
$500.00
565.00
585.00
51,500.00
5500.00
51,102.50
51,080.00
$720.00
$7,900.00
$6,000,00
$14,625.00
$7,225.00
$85,00 54,420.00
511.00
532.50
53,375.00
5146.35
5146.35
52,200,00
52.50
59.45
51,100.00
53,695.00
5750.00
5115.15
51.25
$67,594.75
$10,437,50
5165.81
536.40
52,488.10
511.20
52,200.00
53,900,00
56,750.00
55,122.25
53,658.75
S440.00
5875.00
$2,835.00
$1,100.00
53,695.00
5750.00
S14,393.75
5225.00
567,594.75
$10,437.50
53,316.20
52,912.00
54,976.20
58,400.00
5925.00 $1,850.00
5159.94 $319.88
5190,823.78
ROLLING HILLS AT MISSOURI CREEK DRAINAGE
ITEM SPEC. EST.
NO. REF DESCRIPTION UNIT QTY
Fochtman Enterprises
UNIT
PRICE TOTAL
I 111 Roadway Construction Control LS 1
2 112 Trench and Excavation Safety Systems LS 1
3 204 4" Topsoil Placement (Yard Areas) SY 350
4 301 24 -inch Corrugated Metal Pipe (CMP) LF 30
5 301 30- inch Corrugated Metal Pipe (CMP) LF 16
6 302 Drop Inlet EA 2
7 302 Drop Inlet Extension (4 Ft) EA 12
8 306 Native Stone Rip Rap (1501b) SY 225
9 403 Asphalt Concrete Hot Mix Binder TN 85
Course (6 inch)
10 403 Asphalt Concrete Hot Mix Surface TN 52
Course (3 inch)
11 501 Concrete Curb & Gutter LF 200
12 502 6' Concrete Sidewalk (4") SY 120
13 504 Concrete Headwalls EA 2
14 504 Concrete Retaining Walls LF 35
15 504 Concrete Wing Walls LF 25
16 505 Seeding & Mulching AC 0,2
17 505 Solid Sod SY 350
18 507 4" White or Yellow Pvmt Marking LF 300
(Thermoplastic)
19 509 Erosion Control LS 1
20 510 Traffic Control and Maintenance LS 1
21 511 Mobilization LS 1
22 515 Steel Pedestrian Handrail (Type I) LF 125
23 517 Tree Protection Fencing LF 180
24 SP -1 Concrete Box Culvert (Triple 9' x 3.5') LS 1
25 SP -2 Clearing, Grubbing, Demolition, and LS 1
Unclassified Excavation
26 SP -3 Split Steel Encasement Pipe (16") LF 20
27 W1 -1.8A 6" PVC C900 (DR 14) Water Line LF 80
28 W1 -1.8B 6"x6" Tapping Sleeve and Valve w/Box EA 2
29 W1 -1.8C Compact Mechanical Joint Ductile Iron LB 750
Fittings
30 W1 -1.8D Cut and Cap Existing 6" Main EA 2
31 W1 -1.8E 6" Service Saddle, 1" Corp Stop and Tap EA 2
(for testing)
$1,700.00
5750.00
S3.00
350.00
$65.00
54,100.00
5600.00
530.00
582,00
51,700.00
5750.00
$1,050.00
51,500.00
51,040.00
58,200.00
57,200.00
56,750,00
$6,970.00
594.00 54,888.00
$11.00
544.00
$4,700.00
$175.00
5170.00
$3,000.00
54.00
59.00
53,800.00
54,100.00
55,300.00
$78.00
55.00
574,900.00
$11,000.00
5140.00
550.00
51,900.00
56.00
52,200.00
55,280.00
59,400.00
56,125.00
$4,250.00
5600.00
$1,400.00
$2,700.00
53,800.00
54,100.00
55,300.00
59,750.00
5900.00
'574,900.00
511,000.00
52,800.00
S4,000.00
53,800.00
$4,500.00
5700,00 51,400.00
$300.00 5600.00
5198,853.00
Seven Valley Construction
UNIT
PRICE TOTAL
52,180.00
5500.00
$7.30
$116.00
$125.00
53,500.00
5560.00
549.00
$151.00
52,180, 00
5500.00
52,555.00
53,480.00
$2,000,00
$7,000.00
$6,720.00
511,025,00
512,835.00
5106.45 $5,535,40
515.70
530.00
51,800.00
5150.00
5150.00
55,330.00
54.08
58.16
53,000.00
55,000.00
$30,000.00
339.00
510.00
$ 70,400,00
54,000,00
5150.00
$30.00
51,830.00
56.00
53,140.00
$3,600.00
53,600.00
55,250.00
53,750.00
51,066.00
$1,428.00
$2,448.00
53,000.00
55,000.00
530,000,00
54,875,00
$1,800.00
$70,400.00
$4,000.00
53,000.00
$2,400.00
53,660.00
54,500.00
5500.00 51,000.00
$200.00 $400.00
5212,147,40
Goodwin & Goodwin
UNIT
PRICE TOTAL
53,000.00
$1,000.00
56.00
545.00
550.00
$4,000.00
5350.00
525.00
$105.00
53,000.00
$1,000.00
$2,100.00
51,350,00
5800.00
58,000.00
54,200.00
55,625.00
58,925.00
5125.00 56,500.00
518.00
565.00
512,000.00
5300.00
5300.00
52,500.00
56.00
53.00
$2,000.00
$8,000.00
56,000.00
580.00
$6.00
$75,000.00
$3,000.00
5100.00
523.00
52,500.00
$6.00
53,600.00
57,800.00
S24,000.00
$10,500,00
$7,500.00
$500.00
52,100.00
$900.00
52,000.00
58,000.00
56,000.00
$10,000.00
$1,080.00
575,000.00
$3,000.00
$2,000.00
51,840,00
55,000.00
$4,500.00
51,000.00 52,000.00
$300.00 5600.00
5219,420.00
NEC Inc
UNIT PRICE TOTAL
51,880.00
54,690.00
$9.40
$48.30
566,60
$4,500.00
5705.00
546.30
$93.90
$1,880,00
54,690.00
$3,290.00
$1,449.00
51,065.60
59,000.00
58,460.00
510,417.50
57,981.50
$120.00 $6,240.00
518.40
530.90
55,300,00
5200.00
5170.00
51,760.00
51.70
$9.10
$2,510.00
54,820.00
52,490.00
$34,30
$2.00
$ 76,490.00
521,130.00
5140.00
540.50
53,600.00
$5,90
53,680.00
53,708.00
510,600.00
57,000,00
54,250,00
$352,00
5595.00
52,730.00
52,510.00
54,820.00
52,490.00
54,287.50
5360.00
$76,490.00
$21,130.00
$2,800,00
53,240.00
57,200,00
$4,425.00
$555.00 51,110.00
$860.00 $1,720.00
$219,971.10
ROLLING HILLS AT MISSOURI CREEK DRAINAGE
ITEM SPEC.
NO. REF DESCRIPTION
EST.
UNIT QTY
Mobley Contractors
UNIT
PRICE TOTAL
1 111 Roadway Construction Control LS l
2 112 Trench and Excavation Safety Systems LS l
3 204 4" Topsoil Placement (Yard Areas) SY 350
4 301 24 -inch Corrugated Metal Pipe (CMP) LF 30
5 301 30- inch Corrugated Metal Pipe (CMP) LF 16
6 302 Drop Inlet EA 2
7 302 Drop Inlet Extension (4 Ft) EA 12
8 306 Native Stone Rip Rap (1501b) SY 225
9 403 Asphalt Concrete Hot Mix Binder TN 85
Course (6 inch)
10 403 Asphalt Concrete Hot Mix Surface TN 52
Course (3 inch)
11 501 Concrete Curb & Gutter LF 200
12 502 6' Concrete Sidewalk (4") SY 120
13 504 Concrete Headwalls EA 2
14 504 Concrete Retaining Walls LF 35
15 504 Concrete Wing Walls LF 25
16 505 Seeding & Mulching AC 0.2
17 505 Solid Sod SY 350
18 507 4" White or Yellow Pvmt Marking LF 300
(Thermoplastic)
19 509 Erosion Control LS 1
20 510 Traffic Control and Maintenance LS 1
21 511 Mobilization LS 1
22 515 Steel Pedestrian Handrail (Type I) LF 125
23 517 Tree Protection Fencing LF 180
24 SP -1 Concrete Box Culvert (Triple 9' x 3.5') LS 1
25 SP -2 Clearing, Grubbing, Demolition, and LS 1
Unclassified Excavation
26 SP -3 Split Steel Encasement Pipe (16") LF 20
27 W1 -1.8A 6" PVC C900 (DR 14) Water Line LF 80
28 W1 -1.8B 6"x6" Tapping Sleeve and Valve w/Box EA 2
29 WI -1.8C Compact Mechanical Joint Ductile Iron LB 750
Fittings
30 W1 -1.8D Cut and Cap Existing 6" Main EA 2
31 WI -1.8E 6" Service Saddle, 1" Corp Stop and Tap EA 2
(for testing)
522,069.59
8590.85
58.50
$54.36
578.38
84,644.14
5574.83
537.91
$86.35
$22,069.59
5590.85
$2,975.00
$1,630,80
51,254.08
59,288.28
56,897,96
58,529.75
$7,339.75
5109.59 $5,698.68
524.10
537.54
5832.05
8109.45
5321.44
59,104.06
52,95
58.40
53,322.80
55,060.25
$6,637.59
$63.00
$2.13
566,762.51
$19,657.46
$299.77
$62.17
$1,453.51
$1.7€
54,820.00
$4,504.80
51,664.10
53,830.75
58,036,00
81,820.81
$1,032.50
52,520.00
53,322.80
55,060,25
56,637.59
57,875.00
5383.40
566,762.51
519,65 7.46
$5,995.40
54,973.60
$2,907,02
51,282.50
5925.76 51,851.52
$1,253.28 52,506.56
8223,719.31
Bid
5226,554.31
Greer Excavating
UNIT
PRICE TOTAL
$5,000.00
$1,000.00
58.00
576.66
$193.75
85,000.00
51,166.66
524,44
$94.12
85,000,00
$1,000,00
52,800.00
$2,299.80
53,100,00
$10,000.00
513,999.92
$5,499.00
$8,000.20
5115.38 $5,999.76
518.00
566.66
53,000.00
8130.00
580.00
85,000,00
510.00
$6.00
$2,000.00
$4,000.00
$13,000.00
$108.00
815.00
$100,000.00
$45,000.00
555.00
$25.00
$2,000,00
52.75
53,600.00
$7,999,20
56,000.00
84,550.00
$2,000,00
51,000,00
53,500.00
5€,800.00
52,000.00
54,000.00
513,000.00
513,500,00
$2,700.00
$100,000.00
545,000.00
51,100.00
52,000.00
$4,000.00
52,062.50
$500.00 51,000.00
$125.00 5250.00
$278,760.38
Bid
5278,761.66
-$2,835.00
Total Site Development
UNIT
PRICE TOTAL
515,000.00
52,300.00
53.30
$40.00
$45.50
52,200.00
5700.00
531.00
595,00
515,000,00
$2,300.00
51,155.00
$1,200.00
$728.00
84,400.00
58,400.00
56,975.00
$8,075.00
$120.00 $6,240.00
811.00
524.50
54,300.00
$280.00
5285,00
54,000.00
53.00
59.00
$8,500.00
$3,200.00
512,500.00
5112.25
83.00
580,500.00
52,300.00
5175.00
$23.85
83,200.00
512.00
52,200.00
52,940.00
58,600.00
89,800.00
57,125.00
8800.00
51,050.00
$2,700.00
88,500.00
53,200.00
512,500.00
$14,031.25
8540.00
$80,500.00
52,300.00
53,500.00
81,908.00
$6,400.00
59,000.00
5650.00 51,300.00
5265.00 $530.00
$233,897,25
Jimmy Jones Excavation
UNIT PRICE TOTAL
$2,750.00
5275,00
522.00
$65.00
$83.00
$8,200.00
5715,00
555.00
5100,00
$2,750.00
5275.00
57,700.00
$1,950.00
$1,328.00
516,400.00
58,580.00
512,375.00
58,500.00
$110.00 $5,720,00
815.40
538.00
53,850.00
8120,00
5275,00
511,000,00
511.00
$9.00
$2,750.00
515,750.00
$7,700.00
$77,00
85.50
$125,400.00
$39,000.00
8125.00
588.00
$3,000.00
$13.50
53,080.00
54,560.00
57,700.00
54,200.00
86,875,00
52,200.00
53,850,00
52,700.00
52,750,00
515,750.00
57,700.00
$9,625.00
$990.00
5125,400.00
539,000.00
$2,500.00
$7,040.00
$6,000.00
510,125.00
51,650.00 $3,300.00
$875.00 $1,750.00
$332,673.00
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1 MISSOURI CREEK AT ROLLING HILLS
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Prosect Manual
aye evale
CITY OF FAYETTEVILLE
ARKANSAS
D1OVE DRAINAGE IMPROVEMENTS
BID # 09-22
Date: February, 2009
MISSOUR CREAK AT
ROLLING HILLS
SPEC'S.# I