HomeMy WebLinkAboutBID - 8083 MISCELLANEOUS STREET IMPROVEMENTSFinancial Services
City of
Purchasing Division
215 N. Mason St. 2"' Floor
F
Box 580
F6 r�
' n s
Fort
Fort Collins, CO 80522
970.221.6775
�Pur�chas�ingg
970.221.6707
fcgov.com/purchasing
INVITATION TO BID
8083 MISCELLANEOUS STREET IMPROVEMENTS
BID OPENING: 3:00 P.M. (our clock), MARCH 25, 2015
The City of Fort Collins is requesting bids from qualified firms for a time and materials general
excavation contract to be used for all City Departments for miscellaneous street improvements.
Sealed bids will be received and publicly opened at the office of the Director of Purchasing and
Risk Management, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80522, at the time
and date noted on the bid proposal and/or contract documents. If mailed, the address is P.O.
Box 580, Fort Collins, 80522-0580. Please note that additional time is required for bids mailed to
the PO Box to be received at the Purchasing Office.
Bids must be received at the Purchasing Office prior to 3:00 p.m. (our clock), March 25,
2015.
The City encourages all Disadvantaged Business Enterprises (DBEs) to submit bids in response
to all invitations. No individual or businesses will be discriminated against on the grounds of
race, color, sex, or national origin. It is the City's policy to create a level playing field on which
DBEs can compete fairly and to ensure nondiscrimination in the award and administration of all
contracts.
Questions concerning the scope of the bid should be directed to Caleb Feaver, Civil Engineer at
503-477-0545 or cfeaver@fcgov.com.
Questions regarding bid submittal or process should be directed to John Stephen,
CPPO, LEED AP, Senior Buyer at (970) 221-6777 or jstephen@fcgov.com.
All questions must be submitted in writing via email to Caleb Feaver , with a copy to
John Stephen, no later than 5:00 PM our clock on March 17, 2015. Questions received after
this deadline will not be answered.
A copy of the Bid may be obtained at www.rockymountainbidsystem.com.
Special Instructions
All bids must be properly signed by an authorized representative of the company with the legal
capacity to bind the company to the agreement. Bids may be withdrawn up to the date and hour
set for bid opening. Once bids have been accepted by the City and bid opening has occurred,
failure to enter into contract or honor the purchase order will be cause for removal of supplier's
name from the City of Fort Collins' bidders list for a period of twelve months from the date of the
opening. The City may also pursue any remedies available at law or in equity. Bid prices must
be held firm for a minimum period of forty-five (45) days after bid openings.
Submission of a bid is deemed as acceptance of all terms, conditions and specifications
contained in the City's specifications and agreement template initially provided to the bidder.
Any proposed modification must be accepted in writing by the City prior to award of the bid.
BID 8083 Miscellaneous Street Improvements Page 1 of 129
900-02
6" CL-200 PVC Main (4.5 cover)
LF
100
$
900-03
Cap Irrigation Line
EA
2
$
900-04
Sprinkler Line Install ( Trenching and Backfill)
LF
100
$
900-05
Mainline PVC Class 200 ( 3" Welded)
LF
100
$
900-06
Laterals PVC 200 ( 2"-11/2"-1")
LF
100
$
900-07
Remote Control Zone Valves
EA
2
$
900-08
Isolation Gate Valves 2" Square Nut
EA
2
$
900-09
Valve Boxes
EA
2
$
900-10
Control System 18 Station
EA
1
$
900-11
Electric Control Wiring ( 5 Wires #14 Feed and #12 Common)
LF
100
$
900-12
Gear Driven Rotor Heads ( Rainbird)
EA
2
$
TOTAL BASE BID
S
IN WORDS:
Submitted by: Printed:
Company:
Address:
City, State, Zip:
Phone: Email:
BID 8083 Miscellaneous Street Improvements Page 10 of 129
b. Service Provider shall not knowingly employ or contract with an illegal alien to
perform work under this Agreement or knowingly enter into a contract with a
subcontractor that knowingly employs or contracts with an illegal alien to
perform work under this Agreement.
c. Service Provider is prohibited from using the e-Verify Program or Department
Program procedures to undertake pre -employment screening of job applicants
while this Agreement is being performed.
d. If Service Provider obtains actual knowledge that a subcontractor performing
work under this Agreement knowingly employs or contracts with an illegal alien,
Service Provider shall:
1) Notify such subcontractor and the City within three days that Service Provider has
actual knowledge that the subcontractor is employing or contracting with an illegal
alien; and
2) Terminate the subcontract with the subcontractor if within three days of receiving
the notice required pursuant to this section the subcontractor does not cease
employing or contracting with the illegal alien; except that Service Provider shall
not terminate the contract with the subcontractor if during such three days the
subcontractor provides information to establish that the subcontractor has not
knowingly employed or contracted with an illegal alien.
e. Service Provider shall comply with any reasonable request by the Colorado
Department of Labor and Employment (the "Department") made in the course
of an investigation that the Department undertakes or is undertaking pursuant
to the authority established in Subsection 8-17.5-102 (5), C.R.S.
f. If Service Provider violates any provision of this Agreement pertaining to the
duties imposed by Subsection 8-17.5-102, C.R.S. the City may terminate this
Agreement. If this Agreement is so terminated, Service Provider shall be liable
for actual and consequential damages to the City arising out of Service
Provider's violation of Subsection 8-17.5-102, C.R.S.
g. The City will notify the Office of the Secretary of State if Service Provider
violates this provision of this Agreement and the City terminates the Agreement
for such breach.
23. Special Provisions. Special provisions or conditions relating to the services to be
performed pursuant to this Agreement are set forth in Exhibit - Confidentiality,
consisting of one (1) page, attached hereto and incorporated herein by this reference.
BID 8083 Miscellaneous Street Improvements Page 100 of 129
ATTEST:
City Clerk
APPROVED AS TO FORM:
Assistant City Attorney
CITY OF FORT COLLINS, COLORADO
a municipal corporation
M
Gerry S. Paul
Director of Purchasing and Risk Management
Date:
By:
Print Name
Title
Date:
BID 8083 Miscellaneous Street Improvements Page 101 of 129
EXHIBIT A
WORK ORDER FORM
PURSUANT TO AN AGREEMENT BETWEEN
THE CITY OF FORT COLLINS
AND
DATED:
Work Order Number:
Purchase Order Number:
Project Title:
Commencement Date:
Completion Date:
Maximum Fee: (time and reimbursable direct costs):
Project Description:
Scope of Services:
Service Provider agrees to perform the
services identified above and on the attached
forms in accordance with the terms and
conditions contained herein and in the
Services Agreement between the parties. In
the event of a conflict between or ambiguity in
the terms of the Services Agreement and this
work order (including the attached forms) the
Services Agreement shall control.
The attached forms consisting of _ U
pages are hereby accepted and incorporated
herein, by this reference, and Notice to
Proceed is hereby given.
SERVICE PROVIDER
Date:
CITY OF FORT COLLINS
By:
Project Manager
Date:
By:
Gerry Paul
Director of Purchasing and Risk Management
(over $60,000.00)
Date:
BID 8083 Miscellaneous Street Improvements Page 102 of 129
EXHIBIT
INSURANCE REQUIREMENTS
1. The Service Provider will provide, from insurance companies acceptable to the City, the
insurance coverage designated hereinafter and pay all costs. Before commencing work
under this bid, the Service Provider shall furnish the City with certificates of insurance
showing the type, amount, class of operations covered, effective dates and date of
expiration of policies, and containing substantially the following statement:
"The insurance evidenced by this Certificate will not reduce coverage or limits and
will not be cancelled, except after thirty (30) days written notice has been received
by the City of Fort Collins."
In case of the breach of any provision of the Insurance Requirements, the City, at its
option, may take out and maintain, at the expense of the Service Provider, such
insurance as the City may deem proper and may deduct the cost of such insurance from
any monies which may be due or become due the Service Provider under this
Agreement. The City, its officers, agents and employees shall be named as additional
insureds on the Service Provider's general liability and automobile liability insurance
policies for any claims arising out of work performed under this Agreement.
2. Insurance coverages shall be as follows:
A. Workers' Compensation & Employer's Liability. The Service Provider shall
maintain during the life of this Agreement for all of the Service Provider's
employees engaged in work performed under this agreement:
Workers' Compensation insurance with statutory limits as required by
Colorado law.
2. Employer's Liability insurance with limits of $100,000 per accident,
$500,000 disease aggregate, and $100,000 disease each employee.
B. Commercial General & Vehicle Liability. The Service Provider shall maintain
during the life of this Agreement such commercial general liability and automobile
liability insurance as will provide coverage for damage claims of personal injury,
including accidental death, as well as for claims for property damage, which may
arise directly or indirectly from the performance of work under this Agreement.
Coverage for property damage shall be on a "broad form" basis. The amount of
insurance for each coverage, Commercial General and Vehicle, shall not be less
than $1,000,000 combined single limits for bodily injury and property damage.
In the event any work is performed by a subcontractor, the Service Provider shall
be responsible for any liability directly or indirectly arising out of the work
performed under this Agreement by a subcontractor, which liability is not covered
by the subcontractor's insurance.
BID 8083 Miscellaneous Street Improvements Page 103 of 129
EXHIBIT
CONFIDENTIALITY
IN CONNECTION WITH SERVICES provided to the City of Fort Collins (the "City") pursuant to
this Agreement (the "Agreement"), the Service Provider hereby acknowledges that it has been
informed that the City has established policies and procedures with regard to the handling of
confidential information and other sensitive materials.
In consideration of access to certain information, data and material (hereinafter individually and
collectively, regardless of nature, referred to as "information") that are the property of and/or
relate to the City or its employees, customers or suppliers, which access is related to the
performance of services that the Service Provider has agreed to perform, the Service Provider
hereby acknowledges and agrees as follows:
That information that has or will come into its possession or knowledge in connection with the
performance of services for the City may be confidential and/or proprietary. The Service
Provider agrees to treat as confidential (a) all information that is owned by the City, or that
relates to the business of the City, or that is used by the City in carrying on business, and (b) all
information that is proprietary to a third party (including but not limited to customers and
suppliers of the City). The Service Provider shall not disclose any such information to any
person not having a legitimate need -to -know for purposes authorized by the City. Further, the
Service Provider shall not use such information to obtain any economic or other benefit for itself,
or any third party, except as specifically authorized by the City.
The foregoing to the contrary notwithstanding, the Service Provider understands that it shall
have no obligation under this Agreement with respect to information and material that (a)
becomes generally known to the public by publication or some means other than a breach of
duty of this Agreement, or (b) is required by law, regulation or court order to be disclosed,
provided that the request for such disclosure is proper and the disclosure does not exceed that
which is required. In the event of any disclosure under (b) above, the Service Provider shall
furnish a copy of this Agreement to anyone to whom it is required to make such disclosure and
shall promptly advise the City in writing of each such disclosure.
In the event that the Service Provider ceases to perform services for the City, or the City so
requests for any reason, the Service Provider shall promptly return to the City any and all
information described hereinabove, including all copies, notes and/or summaries (handwritten or
mechanically produced) thereof, in its possession or control or as to which it otherwise has
access.
The Service Provider understands and agrees that the City's remedies at law for a breach of the
Service Provider's obligations under this Confidentiality Agreement may be inadequate and that
the City shall, in the event of any such breach, be entitled to seek equitable relief (including
without limitation preliminary and permanent injunctive relief and specific performance) in
addition to all other remedies provided hereunder or available at law.
BID 8083 Miscellaneous Street Improvements Page 104 of 129
EXHIBIT
DAVIS BACON WAGE RATES
General Decision Number: COI 50024 01/02/2015 CO24
Superseded General Decision Number: CO20140024
State: Colorado
Construction Type: Highway
Counties: Larimer, Mesa and Weld Counties in Colorado.
HIGHWAY CONSTRUCTION PROJECTS
Note: Executive Order (EO) 13658 establishes an hourly minimum wage of $10.10 for 2015 that
applies to all contracts subject to the Davis -Bacon Act for which the solicitation is issued on or
after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers
in any classification listed on this wage determination at least $10.10 (or the applicable wage
rate listed on this wage determination, if it is higher) for all hours spent performing on the
contract. The EO minimum wage rate will be adjusted annually. Additional information on
contractor requirements and worker protections under the EO is available at
www.dol.gov/whd/govcontracts.
Modification Number Publication Date
0 01 /02/2015
* ENG10009-012 10/23/2013
Rates Fringes
POWER EQUIPMENT OPERATOR:
(3)- Drill Rig Caisson (smaller than Watson 2500
andsimilar).......................................................................... $ 24.73 9.15
(4)-Oiler
Weld County....................................................................... $ 24.88 9.15
(5)-Drill Rig Caisson (Watson 2500 similar or larger) ............... $ 25.04 9.15
SUCO2011-009 09/15/2011
Rates Fringes
CARPENTER
Excludes Form Work............................................................ $ 20.72 5.34
Form Work Only
Larimer, Mesa..................................................................... $ 18.79 3.67
Weld.................................................................................. $ 16.54 3.90
CEMENT MASON/CONCRETE FINISHER
Larimer............................................................................... $ 16.05 3.00
Mesa................................................................................... $ 17.53 3.00
Weld................................................................................... $ 17.48 3.00
ELECTRICIAN
Excludes Traffic Signalization
BID 8083 Miscellaneous Street Improvements Page 105 of 129
Weld.................................................................................. $ 33.45 7.58
Traffic Signalization
Weld.................................................................................. $ 25.84 6.66
FENCE ERECTOR
Weld................................................................................... $ 17.46 3.47
GUARDRAIL INSTALLER
Larmer, Weld....................................................................... $ 12.89 3.39
HIGHWAY/PARKING LOT
STRIPING: Painter
Larimer............................................................................... $ 14.79 3.98
Mesa................................................................................... $ 14.75 3.21
Weld................................................................................... $ 14.66 3.21
IRONWORKER, REINFORCING
(Excludes Guardrail Installation)
Larimer, Weld...................................................................... $ 16.69 5.45
IRONWORKER, STRUCTURAL
(Excludes Guardrail Installation)
Larimer, Weld...................................................................... $ 18.22 6.01
LABORER
Asphalt Raker
Larimer...............................................................................
$ 18.66
4.66
Weld..................................................................................
$ 16.72
4.25
Asphalt Shoveler..................................................................
$ 21.21
4.25
Asphalt Spreader.................................................................
$ 18.58
4.65
Common or General.............................................................
$ 16.29
4.25
Concrete Saw (Hand Held) ...................................................
$ 16.29
6.14
Landscape and Irrigation......................................................
$ 12.26
3.16
Mason Tender- Cement/Concrete..........................................
$ 16.29
4.25
Pipelayer
Larimer...............................................................................
$ 17.27
3.83
Mesa, Weld........................................................................
$ 16.23
3.36
Traffic Control(Flagger)........................................................
$ 9.55
3.05
Traffic Control (Sets Up/Moves Barrels, Cones,
Install Signs, Arrow Boards and Place
Stationary Flags)(Excludes Flaggers)
Larimer, Weld.....................................................................
$ 12.43
3.22
PAINTER (Spray Only).............................................................. $ 16.99 2.87
POWER EQUIPMENT OPERATOR:
Asphalt Laydown
Larimer............................................................................... $ 26.75 5.39
Mesa,Weld......................................................................... $ 23.93 7.72
AsphaltPaver...................................................................... $ 21.50 3.50
BID 8083 Miscellaneous Street Improvements Page 106 of 129
Asphalt Roller
Larimer...............................................................................
$ 23.57
3.50
Mesa..................................................................................
$ 24.25
3.50
Weld..................................................................................
$ 27.23
3.50
Asphalt Spreader
Larimer...............................................................................
$ 25.88
6.80
Mesa, Weld........................................................................
$ 23.66
7.36
Backhoe/Trackhoe
Larimer...............................................................................
$ 21.46
4.85
Mesa..................................................................................
$ 19.81
6.34
Weld..................................................................................
$ 20.98
6.33
Bobcat/Skid Loader
Larimer...............................................................................
$ 17.13
4.46
Mesa, Weld........................................................................
$ 15.37
4.28
Boom..................................................................................
$ 22.67
8.72
Broom/Sweeper
Larimer...............................................................................
$ 23.55
6.20
Mesa..................................................................................
$ 23.38
6.58
Weld..................................................................................
$ 23.23
6.89
Bulldozer
Larimer, Weld.....................................................................
$ 22.05
6.23
Mesa..................................................................................
$ 22.67
8.72
Crane..................................................................................
$ 26.75
6.16
Drill
Larimer, Weld.....................................................................
$ 31.39
0.00
Mesa..................................................................................
$ 35.06
0.00
Forklift.................................................................................
$ 15.91
4.68
Grader/Blade
Larimer...............................................................................
$ 24.82
5.75
Mesa..................................................................................
$ 23.42
9.22
Weld..................................................................................
$ 24.53
6.15
Guardrail/Post Driver............................................................
$ 16.07
4.41
Loader (Front End)
Larimer...............................................................................
$ 20.45
3.50
Mesa..................................................................................
$ 22.44
9.22
Weld..................................................................................
$ 23.92
6.67
Mechanic
Larimer...............................................................................
$ 27.68
4.57
Mesa..................................................................................
$ 25.50
5.38
Weld..................................................................................
$ 24.67
5.68
Oiler
Larimer...............................................................................
$ 24.16
8.35
Mesa..................................................................................
$ 23.93
9.22
Roller/Compactor (Dirt and Grade Compaction)
Mesa, Weld.........................................................................$
21.33
6.99
Roller/Compactor (Dirt and Grade Compaction
Larimer...............................................................................
$ 23.67
8.22
Rotomill
Larimer...............................................................................
$ 18.59
4.41
Weld..................................................................................
$ 16.22
4.41
Scraper
BID 8083 Miscellaneous Street Improvements Page 107 of 129
Larimer...............................................................................
$ 21.33
3.50
Mesa..................................................................................
$ 24.06
4.13
Weld..................................................................................
$ 30.14
1.40
Screed
Larimer...............................................................................
$ 27.20
5.52
Mesa..................................................................................
$ 27.24
5.04
Weld..................................................................................
$ 27.95
3.50
Tractor................................................................................
$ 13.13
2.95
TRAFFIC SIGNALIZATION:
Groundsman
Larimer.............................................................................. $ 11.44 2.84
Mesa................................................................................... $ 16.00 5.85
Weld................................................................................... $ 16.93 3.58
TRUCK DRIVER
Distributor
Larimer...............................................................................
$ 19.28
4.89
Mesa..................................................................................
$ 19.17
4.84
Weld..................................................................................
$ 20.61
5.27
Dump Truck
Larimer...............................................................................
$ 18.86
3.50
Mesa..................................................................................
$ 15.27
4.28
Weld..................................................................................
$ 15.27
5.27
Lowboy Truck
Larimer...............................................................................
$ 18.96
5.30
Mesa,Weld.........................................................................
$ 18.84
5.17
Mechanic.............................................................................
$ 26.48
3.50
Multi -Purpose Specialty & Hoisting Truck
Larimer, Mesa.....................................................................
$ 16.65
5.46
Weld..................................................................................
$ 16.87
5.56
Pickup and Pilot Car.............................................................
$ 13.93
3.68
Semi/Trailer Truck................................................................
$ 18.39
4.13
Truck Mounted Attenuator.....................................................
$ 12.43
3.22
Water Truck
Larimer...............................................................................
$ 19.14
4.99
Mesa..................................................................................
$ 15.96
5.27
Weld..................................................................................
$ 19.28
5.04
WELDERS - Receive rate prescribed for craft performing operation to which welding is
incidental.
Unlisted classifications needed for work not included within the scope of the classifications listed
may be added after award only as provided in the labor standards contract clauses (29CFR 5.5
(a) (1) (ii)).
BID 8083 Miscellaneous Street Improvements Page 108 of 129
The body of each wage determination lists the classification and wage rates that have been
found to be prevailing for the cited type(s) of construction in the area covered by the wage
determination. The classifications are listed in alphabetical order of "identifiers" that indicate
whether the particular rate is a union rate (current union negotiated rate for local), a survey rate
(weighted average rate) or a union average rate (weighted union average rate).
Union Rate Identifiers
A four letter classification abbreviation identifier enclosed in dotted lines beginning with
characters other than "SU" or "UAVG" denotes that the union classification and rate were
prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is
an abbreviation identifier of the union which prevailed in the survey for this classification, which
in this example would be Plumbers. 0198 indicates the local union number or district council
number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is
an internal number used in processing the wage determination. 07/01/2014 is the effective date
of the most current negotiated rate, which in this example is July 1, 2014.
Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining
agreement (CBA) governing this classification and rate.
Survey Rate Identifiers
Classifications listed under the "SU" identifier indicate that no one rate prevailed for this
classification in the survey and the published rate is derived by computing a weighted average
rate based on all the rates reported in the survey for that classification. As this weighted
average rate includes all rates reported in the survey, it may include both union and non -union
rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a
weighted average calculation of rates and are not majority rates. LA indicates the State of
Louisiana. 2012 is the year of survey on which these classifications and rates are based. The
next number, 007 in the example, is an internal number used in producing the wage
determination. 5/13/2014 indicates the survey completion date for the classifications and rates
under that identifier.
Survey wage rates are not updated and remain in effect until a new survey is conducted.
Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed
for those classifications; however, 100% of the data reported for the classifications was union
data. EXAMPLE: UAVG-OH-0010 08/2912014. UAVG indicates that the rate is a weighted union
average rate. OH indicates the state. The next number, 0010 in the example, is an internal
number used in producing the wage determination. 08/29/2014 indicates the survey completion
date for the classifications and rates under that identifier.
A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted
average of the current negotiated/CBA rate of the union locals from which the rate is based.
WAGE DETERMINATION APPEALS PROCESS
BID 8083 Miscellaneous Street Improvements Page 109 of 129
8083 MISCELLANEOUS STREET IMPROVEMENTS
BID SCHEDULE - DAVIS BACON WAGES
ITEM NO.
ITEM DESCRIPTION
UNIT
QUANTITY
UNIT COST
COST
EARTHWORK
202-01
Remove pipe (ADS-C MP -RC P-PVC-C LAY TILE)
LF
30
$
202-02
Plug Existing Pipe ( 17-36")
EA
1
$
202-03
Remove Standard Type II Vertical Curb
LF
137
$
202-04
Remove Roll Over Curb And Sidewalk
LF
100
$
202-05
Remove Crosspan/Driveway/Apron
SF
150
$
202-06
Remove Concrete Paving 8" Avg Depth.
SF
400
$
202-07
Remove Asphalt 8" Avg. Depth.
SY
50
$
202-08
Roto Mill Y-4" Asphalt.
SY
100
$
202-09
Profile Mill 0-Y.
SY
600
$
202-10
Remove Sidewalk 4"-6" Depth.
SF
403
$
202-11
Remove RipRap.
SY
20
$
202-12
Remove Fence Various Types.
LF
100
$
202-13
Removal of Pavement Marking.
LF
100
$
202-14
Saw Cutting Existing Asphalt.
LF
100
$
202-15
Saw Cut Conc. 6" or Less in Depth
LF
100
$
202-16
Saw Cut Conc. More Than 6" Depth
In/LF
100
$
202-17
Saw Cut Asphalt 6" or Less in Depth
LF
100
$
202-18
Saw Cut Asphalt More Than 6" Depth
In/LF
100
$
203-01
Unclassified Excavation.
CY
115
$
203-02
Embankment (CIP).
CY
75
$
203-03
Borrow Suitable Fill Material.
CY
50
$
203-04
Load, Haul And Dispose.
CY
65
$
203-05
Topsoil (Stripping, Stockpiling, Placing)
CY
75
$
203-06
Muck Excavation.
CY
50
$
203-07
Borrow ABC Class 5 or 6 (CIP).
Ton
50
$ -
203-08
Borrow Fill R-25
CY
50
$
203-09
Median Splash Block Shaping
SF
500
$
203-10
Import Topsoil Screened
CY
50
$
203-11
Pothole by Vacuum Truck
EA
30
$
206-01
Structure Excavation
CY
50
$
206-02
Structure Backfill On Site Fill
CY
50
$
206-03
Backfill Class I
CY
50
$
206-04
Backfill Class II
CY
50
$
206 O5
Haul And Leveling
CY
50
$
BID 8083 Miscellaneous Street Improvements Page 11 of 129
1.) Has there been an initial decision in the matter? This can be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on
a wage determination matter
* a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests for summaries of surveys, should
be with the Wage and Hour Regional Office for the area in which the survey was conducted
because those Regional Offices have responsibility for the Davis -Bacon survey program. If the
response from this initial contact is not satisfactory, then the process described in 2.) and 3.)
should be followed.
With regard to any other matter not yet ripe for the formal process described here, initial contact
should be with the Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the
action) can request review and reconsideration from the Wage and Hour Administrator (See 29
CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the interested party's position and by
any information (wage payment data, project description, area practice material, etc.) that the
requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to
the Administrative Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4.) All decisions by the Administrative Review Board are final.
END OF GENERAL DECISION
BID 8083 Miscellaneous Street Improvements Page 110 of 129
EXHIBIT
FEDERAL TERMS & CONDITIONS
FEDERAL TRANSIT ADMINISTRATION
TABLE OF CONTENTS
Federallv Reauired and Other Model Contract Clauses
1.
NO GOVERNMENT OBLIGATION TO THIRD PARTIES.............................................112
2.
PROGRAM FRAUD AND FALSE OR FRAUDULENT STATEMENTS AND RELATED
ACTS.............................................................................................................................112
3.
ACCESS TO RECORDS AND REPORTS....................................................................112
4.
FEDERAL CHANGES...................................................................................................114
5.
TERMINATION.............................................................................................................114
6.
CIVIL RIGHTS REQUIREMENTS.................................................................................117
7.
DISADVANTAGED BUSINESS ENTERPRISE (DBE)..................................................118
8.
INCORPORATION OF FEDERAL TRANSIT ADMINISTRATION (FTA) TERMS ........119
9.
GOVERNMENT -WIDE DEBARMENT AND SUSPENSION (NONPROCUREMENT)..119
10.
CARGO PREFERENCE REQUIREMENTS..................................................................120
11.
DAVIS-BACON AND COPELAND ANTI -KICKBACK ACTS.........................................120
12.
CONTRACT WORK HOURS AND SAFETY STANDARDS ACT.................................127
13.
ENERGY CONSERVATION REQUIREMENTS...........................................................128
14.
RECYCLED PRODUCTS.............................................................................................128
15.
ADA Access..................................................................................................................128
16.
CITY OF FORT COLLINS BID PROTEST PROCEDURES..........................................129
BID 8083 Miscellaneous Street Improvements Page 111 of 129
NO GOVERNMENT OBLIGATION TO THIRD PARTIES
No Obligation by the Federal Government.
(1) The Purchaser and Contractor acknowledge and agree that, notwithstanding any
concurrence by the Federal Government in or approval of the solicitation or award of
the underlying contract, absent the express written consent by the Federal
Government, the Federal Government is not a party to this contract and shall not be
subject to any obligations or liabilities to the Purchaser, Contractor, or any other party
(whether or not a party to that contract) pertaining to any matter resulting from the
underlying contract.
(2) The Contractor agrees to include the above clause in each subcontract financed in
whole or in part with Federal assistance provided by FTA. It is further agreed that the
clause shall not be modified, except to identify the subcontractor who will be subject to
its provisions.
2. PROGRAM FRAUD AND FALSE OR FRAUDULENT STATEMENTS AND RELATED
ACTS
Program Fraud and False or Fraudulent Statements or Related Acts.
(1) The Contractor acknowledges that the provisions of the Program Fraud Civil Remedies
Act of 1986, as amended, 31 U.S.C. § 3801 et sec.. and U.S. DOT regulations,
"Program Fraud Civil Remedies," 49 C.F.R. Part 31, apply to its actions pertaining to
this Project. Upon execution of the underlying contract, the Contractor certifies or
affirms the truthfulness and accuracy of any statement it has made, it makes, it may
make, or causes to be made, pertaining to the underlying contract or the FTA assisted
project for which this contract work is being performed. In addition to other penalties
that may be applicable, the Contractor further acknowledges that if it makes, or causes
to be made, a false, fictitious, or fraudulent claim, statement, submission, or
certification, the Federal Government reserves the right to impose the penalties of the
Program Fraud Civil Remedies Act of 1986 on the Contractor to the extent the Federal
Government deems appropriate.
(2) The Contractor also acknowledges that if it makes, or causes to be made, a false,
fictitious, or fraudulent claim, statement, submission, or certification to the Federal
Government under a contract connected with a project that is financed in whole or in
part with Federal assistance originally awarded by FTA under the authority of 49
U.S.C. § 5307, the Government reserves the right to impose the penalties of 18 U.S.C.
§ 1001 and 49 U.S.C. § 5307(n)(1) on the Contractor, to the extent the Federal
Government deems appropriate.
(3) The Contractor agrees to include the above two clauses in each subcontract financed
in whole or in part with Federal assistance provided by FTA. It is further agreed that
the clauses shall not be modified, except to identify the subcontractor who will be
subject to the provisions.
3. ACCESS TO RECORDS AND REPORTS
Access to Records - The following access to records requirements apply to this Contract:
A. Where the Purchaser is not a State but a local government and is the FTA Recipient
or a subgrantee of the FTA Recipient in accordance with 49 C.F.R. 18.36(i), the
Contractor agrees to provide the Purchaser, the FTA Administrator, the Comptroller
BID 8083 Miscellaneous Street Improvements Page 112 of 129
General of the United States or any of their authorized representatives access to any
books, documents, papers and records of the Contractor which are directly pertinent
to this contract for the purposes of making audits, examinations, excerpts and
transcriptions. Contractor also agrees, pursuant to 49 C.F.R. 633.17 to provide the
FTA Administrator or his authorized representatives including any PMO Contractor
access to Contractor's records and construction sites pertaining to a major capital
project, defined at 49 U.S.C. 5302(a)1, which is receiving federal financial assistance
through the programs described at 49 U.S.C. 5307, 5309 or 5311.
B. The Contractor agrees to permit any of the foregoing parties to reproduce by any
means whatsoever or to copy excerpts and transcriptions as reasonably needed.
C. The Contractor agrees to maintain all books, records, accounts and reports required
under this contract for a period of not less than three years after the date of
termination or expiration of this contract, except in the event of litigation or settlement
of claims arising from the performance of this contract, in which case Contractor
agrees to maintain same until the Purchaser, the FTA Administrator, the Comptroller
General, or any of their duly authorized representatives, have disposed of all such
litigation, appeals, claims or exceptions related thereto. Reference 49 CFR
18.39(i)(11).
D. FTA does not require the inclusion of these requirements in subcontracts.
Requirements for Access to Records and Reports by Types of Contract
Contract
Characteristics
Operationa
I Service
Contract
Constructio Architectural
Turnkey n Engineering
Acquisitio
n of Professional
Rolling Services
Stock
I State Grantees
None
Those None None
None None
a. Contracts below
imposed on
SAT ($100,000)
state pass
thru to
b. Contracts above
None
Contractor Yes, if non- None unless
None None unless non-
$100,000/Capital
unless'
competitive non-
unless competitive award
Projects
non-
award or if ! competitive
non-
competitive
funded thru2 award
competitiv
award
5307/5309/5
a award
311
II Non State Grantees
a. Contracts below
Those
SAT ($100,000)
Ye s3
imposed on
Yes Yes
Yes Yes
non -state
b. Contracts above
Grantee
$100,000/Capital
3
Yes
pass thru to
Yes Yes
Yes Yes
Projects
Contractor
Sources of Authority: '49 USC 5325 (a) ` 49 CFR 633.17 3 18 CFR 18.36 (i)
BID 8083 Miscellaneous Street Improvements Page 113 of 129
4. FEDERAL CHANGES
Federal Changes - Contractor shall at all times comply with all applicable FTA
regulations, policies, procedures and directives, including without limitation those listed
directly or by reference in the Master Agreement between Purchaser and FTA, as they
may be amended or promulgated from time to time during the term of this contract.
Contractor's failure to so comply shall constitute a material breach of this contract.
5. TERMINATION
A. Termination for Convenience (General Provision) The (Recipient) may terminate
this contract, in whole or in part, at any time by written notice to the Contractor when it
is in the Government's best interest. The Contractor shall be paid its costs, including
contract close-out costs, and profit on work performed up to the time of termination.
The Contractor shall promptly submit its termination claim to (Recipient) to be paid the
Contractor. If the Contractor has any property in its possession belonging to the
(Recipient), the Contractor will account for the same, and dispose of it in the manner
the (Recipient) directs.
B. Termination for Default [Breach or Cause] (General Provision) If the Contractor
does not deliver supplies in accordance with the contract delivery schedule, or, if the
contract is for services, the Contractor fails to perform in the manner called for in the
contract, or if the Contractor fails to comply with any other provisions of the contract,
the (Recipient) may terminate this contract for default. Termination shall be effected
by serving a notice of termination on the contractor setting forth the manner in which
the Contractor is in default. The contractor will only be paid the contract price for
supplies delivered and accepted, or services performed in accordance with the manner
of performance set forth in the contract.
If it is later determined by the (Recipient) that the Contractor had an excusable reason
for not performing, such as a strike, fire, or flood, events which are not the fault of or
are beyond the control of the Contractor, the (Recipient), after setting up a new
delivery of performance schedule, may allow the Contractor to continue work, or treat
the termination as a termination for convenience.
C. Opportunity to Cure (General Provision) The (Recipient) in its sole discretion may,
in the case of a termination for breach or default, allow the Contractor [an appropriately
short period of time] in which to cure the defect. In such case, the notice of termination
will state the time period in which cure is permitted and other appropriate conditions
If Contractor fails to remedy to (Recipient)'s satisfaction the breach or default of any of
the terms, covenants, or conditions of this Contract within [ten (10) days] after receipt
by Contractor of written notice from (Recipient) setting forth the nature of said breach
or default, (Recipient) shall have the right to terminate the Contract without any further
obligation to Contractor. Any such termination for default shall not in any way operate
to preclude (Recipient) from also pursuing all available remedies against Contractor
and its sureties for said breach or default.
D. Waiver of Remedies for any Breach In the event that (Recipient) elects to waive its
remedies for any breach by Contractor of any covenant, term or condition of this
Contract, such waiver by (Recipient) shall not limit (Recipient)'s remedies for any
succeeding breach of that or of any other term, covenant, or condition of this Contract.
E. Termination for Convenience (Professional or Transit Service Contracts) The
(Recipient), by written notice, may terminate this contract, in whole or in part, when it is
BID 8083 Miscellaneous Street Improvements Page 114 of 129
in the Government's interest. If this contract is terminated, the Recipient shall be liable
only for payment under the payment provisions of this contract for services rendered
before the effective date of termination.
F. Termination for Default (Supplies and Service) If the Contractor fails to deliver
supplies or to perform the services within the time specified in this contract or any
extension or if the Contractor fails to comply with any other provisions of this contract,
the (Recipient) may terminate this contract for default. The (Recipient) shall terminate
by delivering to the Contractor a Notice of Termination specifying the nature of the
default. The Contractor will only be paid the contract price for supplies delivered and
accepted, or services performed in accordance with the manner or performance set
forth in this contract.
If, after termination for failure to fulfill contract obligations, it is determined that the
Contractor was not in default, the rights and obligations of the parties shall be the
same as if the termination had been issued for the convenience of the Recipient.
G. Termination for Default (Transportation Services) If the Contractor fails to pick up
the commodities or to perform the services, including delivery services, within the time
specified in this contract or any extension or if the Contractor fails to comply with any
other provisions of this contract, the (Recipient) may terminate this contract for default.
The (Recipient) shall terminate by delivering to the Contractor a Notice of Termination
specifying the nature of default. The Contractor will only be paid the contract price for
services performed in accordance with the manner of performance set forth in this
contract.
If this contract is terminated while the Contractor has possession of Recipient goods,
the Contractor shall, upon direction of the (Recipient), protect and preserve the goods
until surrendered to the Recipient or its agent. The Contractor and (Recipient) shall
agree on payment for the preservation and protection of goods. Failure to agree on an
amount will be resolved under the Dispute clause.
If, after termination for failure to fulfill contract obligations, it is determined that the
Contractor was not in default, the rights and obligations of the parties shall be the
same as if the termination had been issued for the convenience of the (Recipient).
H. Termination for Default (Construction) If the Contractor refuses or fails to prosecute
the work or any separable part, with the diligence that will insure its completion within
the time specified in this contract or any extension or fails to complete the work within
this time, or if the Contractor fails to comply with any other provisions of this contract,
the (Recipient) may terminate this contract for default. The (Recipient) shall terminate
by delivering to the Contractor a Notice of Termination specifying the nature of the
default. In this event, the Recipient may take over the work and compete it by contract
or otherwise, and may take possession of and use any materials, appliances, and
plant on the work site necessary for completing the work. The Contractor and its
sureties shall be liable for any damage to the Recipient resulting from the Contractor's
refusal or failure to complete the work within specified time, whether or not the
Contractor's right to proceed with the work is terminated. This liability includes any
increased costs incurred by the Recipient in completing the work.
The Contractor's right to proceed shall not be terminated nor the Contractor charged
with damages under this clause if-
1. the delay in completing the work arises from unforeseeable causes beyond the
control and without the fault or negligence of the Contractor. Examples of such
BID 8083 Miscellaneous Street Improvements Page 115 of 129
causes include: acts of God, acts of the Recipient, acts of another Contractor in the
performance of a contract with the Recipient, epidemics, quarantine restrictions,
strikes, freight embargoes; and
2. the contractor, within [10] days from the beginning of any delay, notifies the
(Recipient) in writing of the causes of delay. If in the judgment of the (Recipient),
the delay is excusable, the time for completing the work shall be extended. The
judgment of the (Recipient) shall be final and conclusive on the parties, but subject
to appeal under the Disputes clauses.
If, after termination of the Contractor's right to proceed, it is determined that the
Contractor was not in default, or that the delay was excusable, the rights and
obligations of the parties will be the same as if the termination had been issued for the
convenience of the Recipient.
Termination for Convenience or Default (Architect and Engineering) The
(Recipient) may terminate this contract in whole or in part, for the Recipient's
convenience or because of the failure of the Contractor to fulfill the contract
obligations. The (Recipient) shall terminate by delivering to the Contractor a Notice of
Termination specifying the nature, extent, and effective date of the termination. Upon
receipt of the notice, the Contractor shall (1) immediately discontinue all services
affected (unless the notice directs otherwise), and (2) deliver to the Contracting Officer
all data, drawings, specifications, reports, estimates, summaries, and other information
and materials accumulated in performing this contract, whether completed or in
process.
If the termination is for the convenience of the Recipient, the Contracting Officer shall
make an equitable adjustment in the contract price but shall allow no anticipated profit
on unperformed services.
If the termination is for failure of the Contractor to fulfill the contract obligations, the
Recipient may complete the work by contact or otherwise and the Contractor shall be
liable for any additional cost incurred by the Recipient.
If, after termination for failure to fulfill contract obligations, it is determined that the
Contractor was not in default, the rights and obligations of the parties shall be the
same as if the termination had been issued for the convenience of the Recipient.
Termination for Convenience of Default (Cost -Type Contracts) The (Recipient)
may terminate this contract, or any portion of it, by serving a notice or termination on
the Contractor. The notice shall state whether the termination is for convenience of the
(Recipient) or for the default of the Contractor. If the termination is for default, the
notice shall state the manner in which the contractor has failed to perform the
requirements of the contract. The Contractor shall account for any property in its
possession paid for from funds received from the (Recipient), or property supplied to
the Contractor by the (Recipient). If the termination is for default, the (Recipient) may
fix the fee, if the contract provides for a fee, to be paid the contractor in proportion to
the value, if any, of work performed up to the time of termination. The Contractor shall
promptly submit its termination claim to the (Recipient) and the parties shall negotiate
the termination settlement to be paid the Contractor.
If the termination is for the convenience of the (Recipient), the Contractor shall be paid
its contract close-out costs, and a fee, if the contract provided for payment of a fee, in
proportion to the work performed up to the time of termination.
BID 8083 Miscellaneous Street Improvements Page 116 of 129
If, after serving a notice of termination for default, the (Recipient) determines that the
Contractor has an excusable reason for not performing, such as strike, fire, flood,
events which are not the fault of and are beyond the control of the contractor, the
(Recipient), after setting up a new work schedule, may allow the Contractor to continue
work, or treat the termination as a termination for convenience.
6. CIVIL RIGHTS REQUIREMENTS
Civil Rights - The following requirements apply to the underlying contract:
(1) Nondiscrimination - In accordance with Title VI of the Civil Rights Act, as amended, 42
U.S.C. § 2000d, section 303 of the Age Discrimination Act of 1975, as amended, 42
U.S.C. § 6102, section 202 of the Americans with Disabilities Act of 1990, 42 U.S.C. §
12132, and Federal transit law at 49 U.S.C. § 5332, the Contractor agrees that it will
not discriminate against any employee or applicant for employment because of race,
color, creed, national origin, sex, age, or disability. In addition, the Contractor agrees
to comply with applicable Federal implementing regulations and other implementing
requirements FTA may issue.
(2) Equal Employment Opportunity - The following equal employment opportunity
requirements apply to the underlying contract:
(a) Race, Color, Creed, National Origin, Sex - In accordance with Title VII of the Civil
Rights Act, as amended, 42 U.S.C. § 2000e, and Federal transit laws at 49 U.S.C.
§ 5332, the Contractor agrees to comply with all applicable equal employment
opportunity requirements of U.S. Department of Labor (U.S. DOL) regulations,
"Office of Federal Contract Compliance Programs, Equal Employment Opportunity,
Department of Labor," 41 C.F.R. Parts 60 et sue., (which implement Executive
Order No. 11246, "Equal Employment Opportunity," as amended by Executive
Order No. 11375, "Amending Executive Order 11246 Relating to Equal
Employment Opportunity," 42 U.S.C. § 2000e note), and with any applicable
Federal statutes, executive orders, regulations, and Federal policies that may in
the future affect construction activities undertaken in the course of the Project. The
Contractor agrees to take affirmative action to ensure that applicants are
employed, and that employees are treated during employment, without regard to
their race, color, creed, national origin, sex, or age. Such action shall include, but
not be limited to, the following: employment, upgrading, demotion or transfer,
recruitment or recruitment advertising, layoff or termination; rates of pay or other
forms of compensation; and selection for training, including apprenticeship. In
addition, the Contractor agrees to comply with any implementing requirements FTA
may issue.
(b) Acme - In accordance with section 4 of the Age Discrimination in Employment Act of
1967, as amended, 29 U.S.C. § § 623 and Federal transit law at 49 U.S.C. § 5332,
the Contractor agrees to refrain from discrimination against present and
prospective employees for reason of age. In addition, the Contractor agrees to
comply with any implementing requirements FTA may issue.
(c) Disabilities - In accordance with section 102 of the Americans with Disabilities Act,
as amended, 42 U.S.C. § 12112, the Contractor agrees that it will comply with the
requirements of U.S. Equal Employment Opportunity Commission, "Regulations to
Implement the Equal Employment Provisions of the Americans with Disabilities
Act," 29 C.F.R. Part 1630, pertaining to employment of persons with disabilities. In
addition, the Contractor agrees to comply with any implementing requirements FTA
BID 8083 Miscellaneous Street Improvements Page 117 of 129
may issue.
(3) The Contractor also agrees to include these requirements in each subcontract financed
in whole or in part with Federal assistance provided by FTA, modified only if necessary
to identify the affected parties.
7. DISADVANTAGED BUSINESS ENTERPRISE (DBE)
a. This contract is subject to the requirements of Title 49, Code of Federal Regulations,
Part 26, Participation by Disadvantaged Business Enterprises in Department of
Transportation Financial Assistance Programs. The national goal for participation of
Disadvantaged Business Enterprises (DBE) is 10%. The agency's overall goal for
DBE participation is _ %. A separate contract goal [of _ % DBE participation has]
[has not] been established for this procurement.
b. The contractor shall not discriminate on the basis of race, color, national origin, or sex
in the performance of this contract. The contractor shall carry out applicable
requirements of 49 CFR Part 26 in the award and administration of this DOT -assisted
contract. Failure by the contractor to carry out these requirements is a material breach
of this contract, which may result in the termination of this contract or such other
remedy as City of Fort Collins deems appropriate. Each subcontract the contractor
signs with a subcontractor must include the assurance in this paragraph (see 49 CFR
26.13(b)).
(if a separate contract goal has been established, use the following}
Bidders/offerors are required to document sufficient DBE participation to meet these
goals or, alternatively, document adequate good faith efforts to do so, as provided for
in 49 CFR 26.53. Award of this contract is conditioned on submission of the following
[concurrent with and accompanying sealed bid] [concurrent with and
accompanying an initial proposal] [prior to award]:
1. The names and addresses of DBE firms that will participate in this
contract;
2. A description of the work each DBE will perform;
3. The dollar amount of the participation of each DBE firm participating;
4. Written documentation of the bidder/offeror's commitment to use a DBE
subcontractor whose participation it submits to meet the contract goal;
5. Written confirmation from the DBE that it is participating in the contract as
provided in the prime contractor's commitment; and
6. If the contract goal is not met, evidence of good faith efforts to do so.
[Bidders][Offerors] must present the information required above [as a matter of
responsiveness] [with initial proposals] [prior to contract award] (see 49 CFR
26.53(3)).
(if no separate contract goal has been established, use the following} The
successful bidder/offeror will be required to report its DBE participation obtained
through race -neutral means throughout the period of performance.
d. The contractor is required to pay its subcontractors performing work related to this
contract for satisfactory performance of that work no later than 30 days after the
contractor's receipt of payment for that work from the City of Fort Collins. In addition,
[the contractor may not hold retainage from its subcontractors.] [is required to
BID 8083 Miscellaneous Street Improvements Page 118 of 129
return any retainage payments to those subcontractors within 30 days after the
subcontractor's work related to this contract is satisfactorily completed.] [is
required to return any retainage payments to those subcontractors within 30
days after incremental acceptance of the subcontractor's work by the City of
Fort Collins and contractor's receipt of the partial retainage payment related to
the subcontractor's work.]
e. The contractor must promptly notify City of Fort Collins whenever a DBE
subcontractor performing work related to this contract is terminated or fails to complete
its work, and must make good faith efforts to engage another DBE subcontractor to
perform at least the same amount of work. The contractor may not terminate any DBE
subcontractor and perform that work through its own forces or those of an affiliate
without prior written consent of City of Fort Collins.
8. INCORPORATION OF FEDERAL TRANSIT ADMINISTRATION (FTA) TERMS
Incorporation of Federal Transit Administration (FTA) Terms - The preceding provisions
include, in part, certain Standard Terms and Conditions required by DOT, whether or not
expressly set forth in the preceding contract provisions. All contractual provisions required
by DOT, as set forth in FTA Circular 4220.1 E, are hereby incorporated by reference.
Anything to the contrary herein notwithstanding, all FTA mandated terms shall be deemed
to control in the event of a conflict with other provisions contained in this Agreement. The
Contractor shall not perform any act, fail to perform any act, or refuse to comply with any
(name of grantee) requests which would cause (name of grantee) to be in violation of the
FTA terms and conditions.
9. GOVERNMENT -WIDE DEBARMENT AND SUSPENSION (NONPROCUREMENT)
Background and Applicability
In conjunction with the Office of Management and Budget and other affected Federal
agencies, DOT published an update to 49 CFR Part 29 on November 26, 2003. This
government -wide regulation implements Executive Order 12549, Debarment and
Suspension, Executive Order 12689, Debarment and Suspension, and 31
U.S.C. 6101 note (Section 2455, Public Law 103-355, 108 Stat. 3327).
The provisions of Part 29 apply to all grantee contracts and subcontracts at any level
expected to equal or exceed $25,000 as well as any contract or subcontract (at any level)
for Federally required auditing services. 49 CFR 29.220(b). This represents a change
from prior practice in that the dollar threshold for application of these rules has been
lowered from $100,000 to $25,000. These are contracts and subcontracts referred to in
the regulation as "covered transactions."
Grantees, contractors, and subcontractors (at any level) that enter into covered
transactions are required to verify that the entity (as well as its principals and affiliates)
they propose to contract or subcontract with is not excluded or disqualified. They do this
by (a) Checking the Excluded Parties List System, (b) Collecting a certification
from that person, or (c) Adding a clause or condition to the contract or
subcontract. This represents a change from prior practice in that certification
is still acceptable but is no longer required. 49 CFR 29.300.
Grantees, contractors, and subcontractors who enter into covered transactions
also must require the entities they contract with to comply with 49 CFR 29,
subpart C and include this requirement in their own subsequent covered
BID 8083 Miscellaneous Street Improvements Page 119 of 129
206-06
Structure Backfill Flow Fill
CY
50
$
206-07
Filter matenal 1-1/2 " washed rock
Ton
50
$
206-08
Dewatering (Min. 2" pump size)
Day
3
$
208-01
SWMP Permit
LS
1
$
208-002
Silt Fence Furnished And Installed
LF
100
$
208-003
Straw Bales (Weed Free) Furnished And Installed
EA
20
$
208-004
Soil Retention Blanket
SF
500
$
208-005
Erosion log (6" Diameter)
LF
50
$
208-006
Rock Sock
LF
25
$
208-007
Sand Bag
EA
200
$
208-008
Concrete Washout Structure
EA
1
$
208-009
Storm Drain Inlet Protection
EA
3
$
208-010
Stabilized Const. Entrance (70'xl2')
EA
1
$
208-011
Sediment Removal and Disposal
CY
30
$
208-012
Erosion Control Supervisor
HR
25
$
210-01
Adjust Valve Box
EA
3
$
210-02
Adjust Manhole Ring/Cover
EA
2
$
210-03
Modify Manhole
EA
2
$
210-04
Relocate Fire Hydrant.
EA
1
$
210-05
Relocate Water Meter
EA
1
$
210-06
Relocate C.P. Test Station
EA
1
$
210-07
Irrigation Service (3/4"-1")
EA
2
$
210-08
Relocate Fence Various Types
LF
100
$
210-09
Relocate Mailbox
EA
2
$
BASES
304-01
Aggregate Base CL 5-6 CIP (6")
Ton
50
$
304-02
Shouldering Base Class 5-6- (4in) CIP
Ton
50
$
304-03
Patch Placement Base CL-5-6 (6") CIP
Ton
50
$
306-01
Reconditioning (8")
SY
50
$
PAVEMENTS
403-01
Asphalt Hand Patching — Grading S/SX-75 or S-100 (PG 64-22) (2"-3" Depth)
Ton
3
$
403-02
Hot Bituminous Pavement - Grading S-100 (PG 64-28) (2"-3" Depth) (Modified)
Ton
50
$
403-03
Hot Bituminous Pavement- Grading S-100 (PG 64-28) (2"-3" Depth) (Modified)
Ton
400
$
403-04
Hot Bituminous Pavement - Grading SISX-75 or S/SX-100 (PG 64-22) (2"-Y Depth)
Ton
50
$
403-05
Hot Bituminous Pavement - Grading S/SX-75 or S/SX-100 (PG 64-22) (2"-3" Depth)
Ton
400
$
403-06
Asphalt Paver Patch - Grading S-100 (PG 64-28) (Y Depth)
Ton
25
$
BID 8083 Miscellaneous Street Improvements Page 12 of 129
transactions (i.e., the requirement flows down to subcontracts at all levels).
Clause Lanquage
The following clause language is suggested, not mandatory. It incorporates the optional
method of verifying that contractors are not excluded or disqualified by certification.
Suspension and Debarment
This contract is a covered transaction for purposes of 49 CFR Part 29. As such,
the contractor is required to verify that none of the contractor, its principals, as
defined at 49 CFR 29.995, or affiliates, as defined at 49 CFR 29.905, are excluded
or disqualified as defined at 49 CFR 29.940 and 29.945.
The contractor is required to comply with 49 CFR 29, Subpart C and must include
the requirement to comply with 49 CFR 29, Subpart C in any lower tier covered
transaction it enters into.
By signing and submitting its bid or proposal, the bidder or proposer certifies as follows:
The certification in this clause is a material representation of fact relied upon by {insert
agency name}. If it is later determined that the bidder or proposer knowingly rendered an
erroneous certification, in addition to remedies available to {insert agency name}, the
Federal Government may pursue available remedies, including but not limited to
suspension and/or debarment. The bidder or proposer agrees to comply with the
requirements of 49 CFR 29, Subpart C while this offer is valid and throughout the period of
any contract that may arise from this offer. The bidder or proposer further agrees to
include a provision requiring such compliance in its lower tier covered transactions.
10. CARGO PREFERENCE REQUIREMENTS
Cargo Preference - Use of United States -Flag Vessels - The contractor agrees: a. to
use privately owned United States -Flag commercial vessels to ship at least 50 percent of
the gross tonnage (computed separately for dry bulk carriers, dry cargo liners, and
tankers) involved, whenever shipping any equipment, material, or commodities pursuant to
the underlying contract to the extent such vessels are available at fair and reasonable
rates for United States -Flag commercial vessels; b. to furnish within 20 working days
following the date of loading for shipments originating within the United States or within 30
working days following the date of leading for shipments originating outside the United
States, a legible copy of a rated, "on -board" commercial ocean bill -of -lading in English for
each shipment of cargo described in the preceding paragraph to the Division of National
Cargo, Office of Market Development, Maritime Administration, Washington, DC 20590
and to the FTA recipient (through the contractor in the case of a subcontractor's bill -of -
lading.) c. to include these requirements in all subcontracts issued pursuant to this
contract when the subcontract may involve the transport of equipment, material, or
commodities by ocean vessel.
11. DAVIS-BACON AND COPELAND ANTI -KICKBACK ACTS
Background and Application
The Davis -Bacon and Copeland Acts are codified at 40 USC 3141, et seq. and 18 USC
874. The Acts apply to grantee construction contracts and subcontracts that "at least
partly are financed by a loan or grant from the Federal Government." 40 USC 3145(a), 29
CFR 5.2(h), 49 CFR 18.36(i)(5). The Acts apply to any construction contract over $2,000.
40 USC 3142(a), 29 CFR 5.5(a). `Construction,' for purposes of the Acts, includes "actual
BID 8083 Miscellaneous Street Improvements Page 120 of 129
construction, alteration and/or repair, including painting and decorating." 29 CFR 5.5(a).
The requirements of both Acts are incorporated into a single clause (see 29 CFR 3.11)
enumerated at 29 CFR 5.5(a) and reproduced below.
The clause language is drawn directly from 29 CFR 5.5(a) and any deviation from the
model clause below should be coordinated with counsel to ensure the Acts' requirements
are satisfied.
Clause Lanquage
Davis -Bacon and Copeland Anti -Kickback Acts
(1) Minimum wages—
(i) All laborers and mechanics employed or working upon the site of the work (or
under the United States Housing Act of 1937 or under the Housing Act of 1949 in
the construction or development of the project), will be paid unconditionally and not
less often than once a week, and without subsequent deduction or rebate on any
account (except such payroll deductions as are permitted by regulations issued by
the Secretary of Labor under the Copeland Act (29 CFR part 3)), the full amount of
wages and bona fide fringe benefits (or cash equivalents thereof) due at time of
payment computed at rates not less than those contained in the wage
determination of the Secretary of Labor which is attached hereto and made a part
hereof, regardless of any contractual relationship which may be alleged to exist
between the contractor and such laborers and mechanics.
Contributions made or costs reasonably anticipated for bona fide fringe benefits
under section 1(b)(2) of the Davis -Bacon Act on behalf of laborers or mechanics
are considered wages paid to such laborers or mechanics, subject to the
provisions of paragraph (1)(iv) of this section; also, regular contributions made or
costs incurred for more than a weekly period (but not less often than quarterly)
under plans, funds, or programs which cover the particular weekly period, are
deemed to be constructively made or incurred during such weekly period. Such
laborers and mechanics shall be paid the appropriate wage rate and fringe benefits
on the wage determination for the classification of work actually performed, without
regard to skill, except as provided in 29 CFR Part 5.5(a)(4). Laborers or
mechanics performing work in more than one classification may be compensated
at the rate specified for each classification for the time actually worked therein:
Provided, That the employer's payroll records accurately set forth the time spent in
each classification in which work is performed. The wage determination (including
any additional classifications and wage rates conformed under paragraph (1)(ii) of
this section) and the Davis -Bacon poster (WH-1321) shall be posted at all times by
the contractor and its subcontractors at the site of the work in a prominent and
accessible place where it can be easily seen by the workers.
(ii) (A) The contracting officer shall require that any class of laborers or mechanics,
including helpers, which is not listed in the wage determination and which is to
be employed under the contract shall be classified in conformance with the
wage determination. The contracting officer shall approve an additional
classification and wage rate and fringe benefits therefore only when the
following criteria have been met:
(1) Except with respect to helpers as defined as 29 CFR 5.2(n)(4), the work to
be performed by the classification requested is not performed by a
BID 8083 Miscellaneous Street Improvements Page 121 of 129
classification in the wage determination; and
(2) The classification is utilized in the area by the construction industry; and
(3) The proposed wage rate, including any bona fide fringe benefits, bears a
reasonable relationship to the wage rates contained in the wage
determination; and
(4) With respect to helpers as defined in 29 CFR 5.2(n)(4), such a classification
prevails in the area in which the work is performed.
(B) If the contractor and the laborers and mechanics to be employed in the
classification (if known), or their representatives, and the contracting officer
agree on the classification and wage rate (including the amount designated for
fringe benefits where appropriate), a report of the action taken shall be sent by
the contracting officer to the Administrator of the Wage and Hour Division,
Employment Standards Administration, U.S. Department of Labor, Washington,
DC 20210. The Administrator, or an authorized representative, will approve,
modify, or disapprove every additional classification action within 30 days of
receipt and so advise the contracting officer or will notify the contracting officer
within the 30-day period that additional time is necessary.
(C) In the event the contractor, the laborers or mechanics to be employed in the
classification or their representatives, and the contracting officer do not agree
on the proposed classification and wage rate (including the amount designated
for fringe benefits, where appropriate), the contracting officer shall refer the
questions, including the views of all interested parties and the recommendation
of the contracting officer, to the Administrator for determination. The
Administrator, or an authorized representative, will issue a determination within
30 days of receipt and so advise the contracting officer or will notify the
contracting officer within the 30-day period that additional time is necessary.
(D) The wage rate (including fringe benefits where appropriate) determined
pursuant to paragraphs (a)(1)(ii) (B) or (C) of this section, shall be paid to all
workers performing work in the classification under this contract from the first
day on which work is performed in the classification.
(iii) Whenever the minimum wage rate prescribed in the contract for a class of laborers
or mechanics includes a fringe benefit which is not expressed as an hourly rate,
the contractor shall either pay the benefit as stated in the wage determination or
shall pay another bona fide fringe benefit or an hourly cash equivalent thereof.
(iv) If the contractor does not make payments to a trustee or other third person, the
contractor may consider as part of the wages of any laborer or mechanic the
amount of any costs reasonably anticipated in providing bona fide fringe benefits
under a plan or program, Provided, That the Secretary of Labor has found, upon
the written request of the contractor, that the applicable standards of the Davis -
Bacon Act have been met. The Secretary of Labor may require the contractor to
set aside in a separate account assets for the meeting of obligations under the plan
or program.
(v) (A) The contracting officer shall require that any class of laborers or mechanics
which is not listed in the wage determination and which is to be employed
under the contract shall be classified in conformance with the wage
determination. The contracting officer shall approve an additional classification
BID 8083 Miscellaneous Street Improvements Page 122 of 129
and wage rate and fringe benefits therefore only when the following criteria
have been met:
(1) The work to be performed by the classification requested is not performed
by a classification in the wage determination; and
(2) The classification is utilized in the area by the construction industry; and
(3) The proposed wage rate, including any bona fide fringe benefits, bears a
reasonable relationship to the wage rates contained in the wage
determination.
(B) If the contractor and the laborers and mechanics to be employed in the
classification (if known), or their representatives, and the contracting officer
agree on the classification and wage rate (including the amount designated for
fringe benefits where appropriate), a report of the action taken shall be sent by
the contracting officer to the Administrator of the Wage and Hour Division,
Employment Standards Administration, Washington, DC 20210. The
Administrator, or an authorized representative, will approve, modify, or
disapprove every additional classification action within 30 days of receipt and
so advise the contracting officer or will notify the contracting officer within the
30-day period that additional time is necessary.
(C) In the event the contractor, the laborers or mechanics to be employed in the
classification or their representatives, and the contracting officer do not agree
on the proposed classification and wage rate (including the amount designated
for fringe benefits, where appropriate), the contracting officer shall refer the
questions, including the views of all interested parties and the recommendation
of the contracting officer, to the Administrator for determination. The
Administrator, or an authorized representative, will issue a determination with
30 days of receipt and so advise the contracting officer or will notify the
contracting officer within the 30-day period that additional time is necessary.
(D) The wage rate (including fringe benefits where appropriate) determined
pursuant to paragraphs (a)(1)(v) (B) or (C) of this section, shall be paid to all
workers performing work in the classification under this contract from the first
day on which work is performed in the classification.
(2) Withholding —
The City of Fort Collins shall upon its own action or upon written request of an
authorized representative of the Department of Labor withhold or cause to be withheld
from the contractor under this contract or any other Federal contract with the same
prime contractor, or any other federally -assisted contract subject to Davis -Bacon
prevailing wage requirements, which is held by the same prime contractor, so much of
the accrued payments or advances as may be considered necessary to pay laborers
and mechanics, including apprentices, trainees, and helpers, employed by the
contractor or any subcontractor the full amount of wages required by the contract. In
the event of failure to pay any laborer or mechanic, including any apprentice, trainee,
or helper, employed or working on the site of the work (or under the United States
Housing Act of 1937 or under the Housing Act of 1949 in the construction or
development of the project), all or part of the wages required by the contract, the City
of Fort Collins may, after written notice to the contractor, sponsor, applicant, or
owner, take such action as may be necessary to cause the suspension of any further
payment, advance, or guarantee of funds until such violations have ceased.
BID 8083 Miscellaneous Street Improvements Page 123 of 129
(3) Payrolls and basic records —
(i) Payrolls and basic records relating thereto shall be maintained by the contractor
during the course of the work and preserved for a period of three years thereafter
for all laborers and mechanics working at the site of the work (or under the United
States Housing Act of 1937, or under the Housing Act of 1949, in the construction
or development of the project). Such records shall contain the name, address, and
social security number of each such worker, his or her correct classification, hourly
rates of wages paid (including rates of contributions or costs anticipated for bona
fide fringe benefits or cash equivalents thereof of the types described in section
1(b)(2)(B) of the Davis -Bacon Act), daily and weekly number of hours worked,
deductions made and actual wages paid. Whenever the Secretary of Labor has
found under 29 CFR 5.5(a)(1)(iv) that the wages of any laborer or mechanic
include the amount of any costs reasonably anticipated in providing benefits under
a plan or program described in section 1(b)(2)(B) of the Davis -Bacon Act, the
contractor shall maintain records which show that the commitment to provide such
benefits is enforceable, that the plan or program is financially responsible, and that
the plan or program has been communicated in writing to the laborers or
mechanics affected, and records which show the costs anticipated or the actual
cost incurred in providing such benefits. Contractors employing apprentices or
trainees under approved programs shall maintain written evidence of the
registration of apprenticeship programs and certification of trainee programs, the
registration of the apprentices and trainees, and the ratios and wage rates
prescribed in the applicable programs.
(ii) (A) The contractor shall submit weekly for each week in which any contract work is
performed a copy of all payrolls to the City of Fort Collins for transmission to
the Federal Transit Administration. The payrolls submitted shall set out
accurately and completely all of the information required to be maintained
under section 5.5(a)(3)(i) of Regulations, 29 CFR part 5. This information may
be submitted in any form desired. Optional Form WH-347 is available for this
purpose and may be purchased from the Superintendent of Documents
(Federal Stock Number 029-005-00014-1), U.S. Government Printing Office,
Washington, DC 20402. The prime contractor is responsible for the
submission of copies of payrolls by all subcontractors.
(B) Each payroll submitted shall be accompanied by a "Statement of Compliance,"
signed by the contractor or subcontractor or his or her agent who pays or
supervises the payment of the persons employed under the contract and shall
certify the following:
(1) That the payroll for the payroll period contains the information required to be
maintained under section 5.5(a)(3)(i) of Regulations, 29 CFR part 5 and
that such information is correct and complete;
(2) That each laborer or mechanic (including each helper, apprentice, and
trainee) employed on the contract during the payroll period has been paid
the full weekly wages earned, without rebate, either directly or indirectly,
and that no deductions have been made either directly or indirectly from the
full wages earned, other than permissible deductions as set forth in
Regulations, 29 CFR part 3;
(3) That each laborer or mechanic has been paid not less than the applicable
wage rates and fringe benefits or cash equivalents for the classification of
BID 8083 Miscellaneous Street Improvements Page 124 of 129
work performed, as specified in the applicable wage determination
incorporated into the contract.
(C) The weekly submission of a properly executed certification set forth on the
reverse side of Optional Form WH-347 shall satisfy the requirement for
submission of the "Statement of Compliance" required by paragraph
(a)(3)(ii)(B) of this section.
(D) The falsification of any of the above certifications may subject the contractor or
subcontractor to civil or criminal prosecution under section 1001 of title 18 and
section 231 of title 31 of the United States Code.
(iii) The contractor or subcontractor shall make the records required under paragraph
(a)(3)(i) of this section available for inspection, copying, or transcription by
authorized representatives of the Federal Transit Administration or the Department
of Labor, and shall permit such representatives to interview employees during
working hours on the job. If the contractor or subcontractor fails to submit the
required records or to make them available, the Federal agency may, after written
notice to the contractor, sponsor, applicant, or owner, take such action as may be
necessary to cause the suspension of any further payment, advance, or guarantee
of funds. Furthermore, failure to submit the required records upon request or to
make such records available may be grounds for debarment action pursuant to 29
CFR 5.12.
(4) Apprentices and trainees —
(i) Apprentices - Apprentices will be permitted to work at less than the predetermined
rate for the work they performed when they are employed pursuant to and
individually registered in a bona fide apprenticeship program registered with the
U.S. Department of Labor, Employment and Training Administration, Bureau of
Apprenticeship and Training, or with a State Apprenticeship Agency recognized by
the Bureau, or if a person is employed in his or her first 90 days of probationary
employment as an apprentice in such an apprenticeship program, who is not
individually registered in the program, but who has been certified by the Bureau of
Apprenticeship and Training or a State Apprenticeship Agency (where appropriate)
to be eligible for probationary employment as an apprentice. The allowable ratio of
apprentices to journeymen on the job site in any craft classification shall not be
greater than the ratio permitted to the contractor as to the entire work force under
the registered program. Any worker listed on a payroll at an apprentice wage rate,
who is not registered or otherwise employed as stated above, shall be paid not less
than the applicable wage rate on the wage determination for the classification of
work actually performed. In addition, any apprentice performing work on the job
site in excess of the ratio permitted under the registered program shall be paid not
less than the applicable wage rate on the wage determination for the work actually
performed. Where a contractor is performing construction on a project in a locality
other than that in which its program is registered, the ratios and wage rates
(expressed in percentages of the journeyman's hourly rate) specified in the
contractor's or subcontractor's registered program shall be observed. Every
apprentice must be paid at not less than the rate specified in the registered
program for the apprentice's level of progress, expressed as a percentage of the
journeymen hourly rate specified in the applicable wage determination. Apprentices
shall be paid fringe benefits in accordance with the provisions of the apprenticeship
program. If the apprenticeship program does not specify fringe benefits,
BID 8083 Miscellaneous Street Improvements Page 125 of 129
apprentices must be paid the full amount of fringe benefits listed on the wage
determination for the applicable classification. If the Administrator of the Wage and
Hour Division of the U.S. Department of Labor determines that a different practice
prevails for the applicable apprentice classification, fringes shall be paid in
accordance with that determination. In the event the Bureau of Apprenticeship and
Training, or a State Apprenticeship Agency recognized by the Bureau, withdraws
approval of an apprenticeship program, the contractor will no longer be permitted
to utilize apprentices at less than the applicable predetermined rate for the work
performed until an acceptable program is approved.
(ii) Trainees - Except as provided in 29 CFR 5.16, trainees will not be permitted to
work at less than the predetermined rate for the work performed unless they are
employed pursuant to and individually registered in a program which has received
prior approval, evidenced by formal certification by the U.S. Department of Labor,
Employment and Training Administration. The ratio of trainees to journeymen on
the job site shall not be greater than permitted under the plan approved by the
Employment and Training Administration. Every trainee must be paid at not less
than the rate specified in the approved program for the trainee's level of progress,
expressed as a percentage of the journeyman hourly rate specified in the
applicable wage determination. Trainees shall be paid fringe benefits in
accordance with the provisions of the trainee program. If the trainee program does
not mention fringe benefits, trainees shall be paid the full amount of fringe benefits
listed on the wage determination unless the Administrator of the Wage and Hour
Division determines that there is an apprenticeship program associated with the
corresponding journeyman wage rate on the wage determination which provides
for less than full fringe benefits for apprentices. Any employee listed on the payroll
at a trainee rate who is not registered and participating in a training plan approved
by the Employment and Training Administration shall be paid not less than the
applicable wage rate on the wage determination for the classification of work
actually performed. In addition, any trainee performing work on the job site in
excess of the ratio permitted under the registered program shall be paid not less
than the applicable wage rate on the wage determination for the work actually
performed. In the event the Employment and Training Administration withdraws
approval of a training program, the contractor will no longer be permitted to utilize
trainees at less than the applicable predetermined rate for the work performed until
an acceptable program is approved.
(iii) Equal employment opportunity - The utilization of apprentices, trainees and
journeymen under this part shall be in conformity with the equal employment
opportunity requirements of Executive Order 11246, as amended, and 29 CFR part
30.
(5) Compliance with Copeland Act requirements - The contractor shall comply with the
requirements of 29 CFR part 3, which are incorporated by reference in this contract.
(6) Subcontracts - The contractor or subcontractor shall insert in any subcontracts the
clauses contained in 29 CFR 5.5(a)(1) through (10) and such other clauses as the
Federal Transit Administration may by appropriate instructions require, and also a
clause requiring the subcontractors to include these clauses in any lower tier
subcontracts. The prime contractor shall be responsible for the compliance by any
subcontractor or lower tier subcontractor with all the contract clauses in 29 CFR 5.5.
(7) Contract termination: debarment - A breach of the contract clauses in 29 CFR 5.5
BID 8083 Miscellaneous Street Improvements Page 126 of 129
may be grounds for termination of the contract, and for debarment as a contractor and
a subcontractor as provided in 29 CFR 5.12.
(8) Compliance with Davis -Bacon and Related Act requirements - All rulings and
interpretations of the Davis -Bacon and Related Acts contained in 29 CFR parts 1, 3,
and 5 are herein incorporated by reference in this contract.
(9) Disputes concerning labor standards - Disputes arising out of the labor standards
provisions of this contract shall not be subject to the general disputes clause of this
contract. Such disputes shall be resolved in accordance with the procedures of the
Department of Labor set forth in 29 CFR parts 5, 6, and 7. Disputes within the
meaning of this clause include disputes between the contractor (or any of its
subcontractors) and the contracting agency, the U.S. Department of Labor, or the
employees or their representatives.
(10) Certification of eligibility —
(i) By entering into this contract, the contractor certifies that neither it (nor he or she)
nor any person or firm who has an interest in the contractor's firm is a person or
firm ineligible to be awarded Government contracts by virtue of section 3(a) of the
Davis -Bacon Act or 29 CFR 5.12(a)(1).
(ii) No part of this contract shall be subcontracted to any person or firm ineligible for
award of a Government contract by virtue of section 3(a) of the Davis -Bacon Act or
29 CFR 5.12(a)(1).
(iii) The penalty for making false statements is prescribed in the U.S. Criminal Code,
18 U.S.C. 1001.
12. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT
Background and Application
The Contract Work Hours and Safety Standards Act is codified at 40 USC 3701, et seq.
The Act applies to grantee contracts and subcontracts "financed at least in part by loans or
grants from ... the [Federal] Government." 40 USC 3701(b)(1)(B)(iii) and (b)(2), 29 CFR
5.2(h), 49 CFR 18.36(i)(6). Although the original Act required its application in any
construction contract over $2,000 or non -construction contract to which the Act applied
over $2,500 (and language to that effect is still found in 49 CFR 18.36(i)(6)), the Act no
longer applies to any "contract in an amount that is not greater than $100,000." 40 USC
3701(b)(3) (A)(iii).
The Act applies to construction contracts and, in very limited circumstances, non -
construction projects that employ "laborers or mechanics on a public work." These non -
construction applications do not generally apply to transit procurements because transit
procurements (to include rail cars and buses) are deemed "commercial items." 40 USC
3707, 41 USC 403 (12). A grantee that contemplates entering into a contract to procure a
developmental or unique item should consult counsel to determine if the Act applies to that
procurement and that additional language required by 29 CFR 5.5(c) must be added to the
basic clause below.
The clause language is drawn directly from 29 CFR 5.5(b) and any deviation from the
model clause below should be coordinated with counsel to ensure the Act's requirements
are satisfied.
Clause Language Contract Work Hours and Safety Standards
BID 8083 Miscellaneous Street Improvements Page 127 of 129
(1) Overtime requirements - No contractor or subcontractor contracting for any part of
the contract work which may require or involve the employment of laborers or
mechanics shall require or permit any such laborer or mechanic in any workweek in
which he or she is employed on such work to work in excess of forty hours in such
workweek unless such laborer or mechanic receives compensation at a rate not less
than one and one-half times the basic rate of pay for all hours worked in excess of
forty hours in such workweek.
(2) Violation; liability for unpaid wages; liquidated damages - In the event of any
violation of the clause set forth in paragraph (1) of this section the contractor and any
subcontractor responsible therefore- shall be liable for the unpaid wages. In addition,
such contractor and subcontractor shall be liable to the United States for liquidated
damages. Such liquidated damages shall be computed with respect to each individual
laborer or mechanic, including watchmen and guards, employed in violation of the
clause set forth in paragraph (1) of this section, in the sum of $10 for each calendar
day on which such individual was required or permitted to work in excess of the
standard workweek of forty hours without payment of the overtime wages required by
the clause set forth in paragraph (1) of this section.
(3) Withholding for unpaid wages and liquidated damages - The (write in the name
of the grantee) shall upon its own action or upon written request of an authorized
representative of the Department of Labor withhold or cause to be withheld, from any
moneys payable on account of work performed by the contractor or subcontractor
under any such contract or any other Federal contract with the same prime contractor,
or any other federally -assisted contract subject to the Contract Work Hours and Safety
Standards Act, which is held by the same prime contractor, such sums as may be
determined to be necessary to satisfy any liabilities of such contractor or subcontractor
for unpaid wages and liquidated damages as provided in the clause set forth in
paragraph (2) of this section.
(4) Subcontracts - The contractor or subcontractor shall insert in any subcontracts the
clauses set forth in paragraphs (1) through (4) of this section and also a clause
requiring the subcontractors to include these clauses in any lower tier subcontracts.
The prime contractor shall be responsible for compliance by any subcontractor or
lower tier subcontractor with the clauses set forth in paragraphs (1) through (4) of this
section.
13. ENERGY CONSERVATION REQUIREMENTS
Energy Conservation - The contractor agrees to comply with mandatory standards and
policies relating to energy efficiency which are contained in the state energy conservation
plan issued in compliance with the Energy Policy and Conservation Act.
14. RECYCLED PRODUCTS
Recovered Materials - The contractor agrees to comply with all the requirements of
Section 6002 of the Resource Conservation and Recovery Act (RCRA), as amended (42
U.S.C. 6962), including but not limited to the regulatory provisions of 40 CFR Part 247,
and Executive Order 12873, as they apply to the procurement of the items designated in
Subpart B of 40 CFR Part 247.
15. ADA Access
Accessibility. Facilities to be used in public transportation service must comply with 42
BID 8083 Miscellaneous Street Improvements Page 128 of 129
U.S.C. Sections 12101 et seq. and DOT regulations, "Transportation Services for
Individuals with Disabilities (ADA)," 49 CFR Part 37; and Joint ATBCB/DOT regulations,
"Americans with Disabilities (ADA) Accessibility Specifications for Transportation
Vehicles," 36 CFR Part 1192 and 49 CFR Part 38. Notably, DOT incorporated by
reference the ATBCB's "Americans with Disabilities Act Accessibility Guidelines"
(ADAAG), revised July 2004, which include accessibility guidelines for buildings and
facilities, and are incorporated into Appendix A to 49 CFR Part 37. DOT also added
specific provisions to Appendix A modifying the ADAAG, with the result that buildings and
facilities must comply with both the ADAAG and amendments thereto in Appendix A to 49
CFR Part 37.
16. CITY OF FORT COLLINS BID PROTEST PROCEDURES
The City of Fort Collins has a protest procedure, covering any phase of solicitation or
award, including but not limited to specification or award. The protest procedures are
available from the Purchasing Department, City of Fort Collins, 215 N. Mason, Street, 2nd
Floor, P. O. Box 580, Fort Collins, CO. 80522. You may also request a copy of the
procedures by emailing: Purchasing(cbfcgov.com or calling 970-221-6775.
BID 8083 Miscellaneous Street Improvements Page 129 of 129
403-07
Asphalt Paver Patch - Grading S/SX-75 or S/SX-100 (PG 64-22) (3" Depth)
Ton
25
$
412-01
Concrete Pavement 10" —Class P
SY
75
$
412-02
Concrete Pavement 8" — Class P
SY
175
$
420-01
Geotextile Stabilization Fabric
SY
50
$
420-02
Geogrid Reinforcement
SY
50
$
420-03
Geotextile Paving Fabric
SY
50
$
STRUCTURES
506-01
Riprap
TON
10
$
514-01
Bridge Rail
LF
30
$
514-02
Bridge Rail Post
EA
4
$
514-03
Masonry
SF
50
$
MISCELLANEOUS CONSTRUCTION
601-01
Concrete, Class D (Box Culvert)
CY
12
$
601-02
Concrete, Class D (Wall)
CY
12
$
602-01
Reinforcing Steel
LB
500
$
602-02
Reinforcing Steel (Epoxy Coated)
LB
500
$
603-01
12" CMP
LF
27
$
603-02
12" CMP FES
EA
2
$
603-03
24" CMP
LF
30
$
603-04
24" CMP FES
EA
2
$
603-05
12" Class III RCP
LF
30
$
603-06
15" Class III RCP
LF
30
$
603-07
18" Class III RCP
LF
30
$
603-08
21" Class III RCP
LF
30
$
603-09
24" Class III RCP
LF
80
$
603-10
27" Class III RCP
LF
30
$
603-11
30" Class III RCP
LF
30
$
603-12
36" Class III RCP
LF
30
$
603-13
42"Class III RCP
LF
30
$
603-14
12 RCP Class III FES
EA
2
$
603-15
15" RCP Class III FES
EA
2
$
603-16
18" RCP Class III FES
EA
2
$
603-17
21" RCP Class III FES
EA
2
$
603-18
24" RCP Class III FES
EA
2
$
603-19
27" RCP Class III FES
EA
2
$
603 20
30" RCP Class III FES
EA
2
$
BID 8083 Miscellaneous Street Improvements Page 13 of 129
603-21
36" RCP Class III FES
EA
2
$
603-22
42" RCP Class III FES
EA
2
$
603-23
24"x 38" RCP
LF
30
$
603-24
24"x 38" RCP- FES
EA
2
$
603-25
14" x2Y RCP
LF
30
$
603-26
14"x 23" RCP FES
EA
2
$
603-27
Trash Rack
EA
2
$
603-28
15" ADS N-12
LF
30
$
603-29
15" ADS FES
EA
2
$
603-30
18" ADS Pipe N-12
LF
30
$
603-31
18" ADS FES
EA
2
$
603-32
24" ADS Pipel-12
LF
30
$
606-33
24" ADS FES
EA
2
$
603-34
36" ADS Pipe N-12
LF
30
$
603-35
36" ADS FES
EA
2
$
603-36
4" PVC Irrigation Pipe( SCH-200)
LF
30
$
603-37
4" Sanitary Sewer Service (SDR-35)
LF
30
$
603-38
6" Pvc Sanitary Sewer
LF
30
$
603-39
8" Pvc Sanitary Sewer (SDR-35)
LF
30
$
603-40
Concrete Encasement
LF
20
$
603-41
Concrete Cut Off Walls (ditch crossing)
EA
2
$
603-42
Pipe Headwall
EA
2
$
603-43
4" Median Underdrain Pipe Perforated
LF
30
$
603-44
4" Median Underdrain Pipe Solid
LF
30
$
603-45
4" Clean Out
EA
2
$
604-01
Type 3 Single Inlet
EA
2
$
604-02
Type 3 Double Inlet
EA
2
$
640-03
5' Type R Inlet
EA
2
$
604-04
10' Type R Inlet
EA
2
$
604-05
15' Type R Inlet
EA
2
$
604-06
Combination Type 13 Inlet
EA
2
$
604-07
COFC Single Inlet ( Area Inlet)
EA
2
$
604-08
4' Diameter Manhole
EA
2
$
604-09
5' Diameter Manhole
EA
2
$
604-10
5' Diameter Manhole Drop
EA
2
$
BID 8083 Miscellaneous Street Improvements Page 14 of 129
604-11
6' Diameter Manhole
EA
2
$
607-01
Temporary Fence —Corral Fence
LF
50
$
607-02
Temporary Fence — Corral Panel & Screen
LF
50
$
607-03
Privacy Fence 8' Cedar
LF
100
$
607-04
Privacy Fence 6' Cedar
LF
100
$
607-05
2 Rail Split Fence
LF
100
$
607-06
3 Railed Dowel Fence
LF
100
$
607-07
4 Strand Barbed Wire Fence
LF
100
$
607-08
Orange Safety Fence
LF
100
$
608-01
Concrete Sidewalk (4")
SF
500
$
608-02
Concrete Sidewalk (6")
SF
935
$
608-03
Concrete Access Ramps with Approved Truncated Domes (6")
SF
36
$
608-04
Concrete Drive Approach (8")
SF
250
$
608-05
Drive Over Curb and Sidewalk (6")
SF
200
$
608-06
Concrete Crosspan and Apron (10")
SF
390
$
608-07
Concrete Trickle Pan ( 4' wide x 8" thick)
SF
760
$
608-08
Colored Concrete Bike Path (5" Fibermesh) (Yosemite Brown)
SF
1000
$
608-09
Bus Stop Pad (8")
SF
500
$
608-10
Pedestrian Refuge Island (6")
SF
100
$
608-11
High Early Concrete (24hr)
CY
25
$
608-12
Flowable Fill Concrete
CY
50
$
608-13
Exposed Sand Finish Concrete
CY
40
$
609-01
Remove and Replace Concrete Curb and Gutter
LF
100
$
609-02
Vertical Curb and Gutter (30")
LF
66
$
609-03
0utfall Curb and Gutter (18")
LF
50
$
609-04
Rollover Curb and Gutter
LF
50
$
609-05
Driveway Curb Cut
EA
4
$ -
609-06
Asphalt Curb
LF
150
$
610-01
Exposed Aggregate Concrete for Hardscape Medians (4")
SF
250
$
610-02
Colored Patterned Concrete (Stamped) (6")
SF
250
$
610-03
Interlocking Sidewalk Pavers -Type 1
SF
250
$
619-01
6" D.I.P. Class 52 w/ Poly -Wrap
LF
30
$
619-02
6"x6" Tee
EA
1
$
619-03
6"x6" Cross
EA
1
$
619-04
6" 45 Degree Bend
EA
1
$
BID 8083 Miscellaneous Street Improvements Page 15 of 129
619-05
6" Gate Valve And Box
EA
1
$
619-06
6" Mega Lugs Restraints
EA
2
$
619-07
6"x2 Blow Off
EA
1
$
619-08
8" D.I.P. Class 52 w/ Ploy -Wrap
LF
30
$
619-09
8"x6" Tee
EA
1
$
619-10
8"x8" Cross
EA
1
$
619-11
8" 45 Degree Bend
EA
1
$
619-12
8"x2 Blow Off
EA
1
$
619-13
8" PVC C-900
LF
30
$
619-14
8" Gate Valve And Box
EA
1
$
619-15
8" Mega Lugs Restraints
EA
2
$
619-16
Fire Hydrant
EA
1
$
619-17
6" Fire Hydrant Extension
EA
1
$
619-18
12 Fire Hydrant Extension
EA
1
$
619-19
3/4" Copper Pipe
LF
30
$
619-20
3/4" Corp Stop
EA
1
$
619-21
3/4" Curb Stop
EA
1
$
619-22
3/4" Meter Pit with 3/4" Yoke
EA
1
$
619-23
1" Copper Pipe
LF
30
$
619-24
1" Corp Stop
EA
1
$
619-25
1" Curb Stop
EA
1
$
619-26
1" Meter Pit with 3/4" Yoke
EA
1
$
619-27
1" Air Vac Assembly
EA
1
$
61128
8" Gate Valve (open left) w/ Valve Box
EA
1
$
619-29
8" Gate Valve (open right) w/ Valve Box
EA
1
$
619-30
16" xl6"x8" Tapping Saddle wl T.B.
EA
1
$
619-31
8" Tapping Gate Valve w/ Valve Box
EA
1
$
619-32
Join to Existing 8" Water Line
EA
1
$
619-33
Join to Existing 12 Water Line
EA
1
$
619-34
Join to Existing 16" Water Line
EA
1
$
619-35
Join to Existing 24" Water Line
EA
1
$
626-01
Mobilization
$
630-01
Traffic Control Supervisor
Day
1
$
630-02
Flagging
Hour
8
$
IRRIGATION
900-01
4" CL-200 PVC Main (4.5 cover)
LF
100
$
BID 8083 Miscellaneous Street Improvements Page 16 of 129
900-02
6" CL-200 PVC Main (4.5 cover)
LF
100
$
900-03
Cap Irrigation Line
EA
2
$
900-04
Sprinlder Line Install ( Trenching and Backfill)
LF
100
$
900-05
Mainline PVC Class 200 ( 3" Welded)
LF
100
$
900-06
Laterals PVC 200 ( 2%11/2"-1")
LF
100
$
900-07
Remote Control Zone Valves
EA
2
$
900-08
Isolation Gate Valves 2" Square Nut
EA
2
$
900-09
Valve Boxes
EA
2
$
900-10
Control System 18 Station
EA
1
$
900-11
Electric Control Wiring ( 5 Wires #14 Feed and #12 Common)
LF
100
$
900-12
Gear Driven Rotor Heads ( Rainbird)
EA
2
$
TOTAL BASE BID
$ -
IN WORDS:
Submitted by:
Company:
Address:
City, State, Zip
Phone:
Printed:
BID 8083 Miscellaneous Street Improvements Page 17 of 129
PROJECT SPECIFICATIONS
CITY OF FORT COLLINS
CAPITOL PROJECTS
MISCELLANEOUS CONTRACT
The Colorado Division of Highways "Standard Specifications for Road and Bridge
Construction" (2011 or latest revision), except as revised herein, is hereby adopted as a
minimum standard of compliance for this project. The City of Fort Collins Storm Drainage
Construction Standards (or latest revision), Larimer County Urban Area Street Standards
latest revision and City of Fort Collins Work Area Traffic Control Handbook, shall also
serve as minimum standards of compliance for this project. They are not included in the
contract documents, but may be obtained at the appropriate City Departments. It shall be
the Contractor's responsibility to purchase and familiarize themselves with all of the
City Department Specifications and standard specifications in the above referenced
publications as well as any revisions to those specifications. These project
specifications, City Department specifications and CDOT standard specifications are
considered minimum standards for compliance on this project. In those instances where
the CDOT Standard Specifications conflict with the City specifications, the City
specifications shall govern. In those instances where the CDOT Standard Specifications
conflict with any of the provisions of the preceding Sections 00001 through 01750, General
Requirements, the preceding sections shall govern.
PROJECT STANDARD PROVISIONS
The Colorado Division of Highways "Standard Specifications for Road and Bridge
Construction" (2011 or latest revision), except as revised herein, is hereby adopted as a
minimum standard of compliance for this project. It shall be the contractors'
responsibility to obtain and familiarize themselves with all of the latest Standard
Special Provisions issued by CDOT and comply with said special provisions that
may be applicable to work done under this contract.
BID 8083 Miscellaneous Street Improvements Page 18 of 129
PROJECT SPECIAL PROVISIONS
BID 8083 Miscellaneous Street Improvements Page 19 of 129
Only bids received by the Purchasing Office prior to the bid opening date and time will be
accepted. All bids should be clearly identified by the bid number and bid name contained in the
bid proposal.
No proposal will be accepted from, or any purchase order awarded, to any person, firm or
corporation in default of any obligation to the City.
Bids must be furnished exclusive of any federal excise tax, wherever applicable.
Bidders must be properly licensed and secure necessary permits wherever applicable.
New Vendors:
The City requires new vendors receiving awards from the City to fill out and submit an IRS form
W-9 and to register for Direct Deposit (Electronic) payment. If needed, the W-9 form and the
Vendor Direct Deposit Authorization Form can be found on the City's Purchasing website at
www.fcgov.com/purchasing under Vendor Reference Documents.
The City may elect where applicable, to award bids on an individual item/group basis or on a
total bid basis, whichever is most beneficial to the City. The City reserves the right to accept or
reject any and all bids, and to waive any irregularities or informalities.
Sales prohibited/conflict of interest: no officer, employee, or member of City Council, shall have
a financial interest in the sale to the City of any real or personal property, equipment, material,
supplies or services where such officer or employee exercises directly or indirectly any decision -
making authority concerning such sale or any supervisory authority over the services to be
rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift,
gratuity, favor, entertainment, kickback or any items of monetary value from any person who
has or is seeking to do business with the City of Fort Collins is prohibited.
Freight terms: unless otherwise noted, all freight is F.O.B. Destination, Freight Prepaid. All
freight charges must be included in prices submitted on proposal.
Discounts: any discounts allowed for prompt payment, etc., must be reflected in bid figures and
not entered as separate pricing on the proposal form.
Purchasing restrictions: your authorized signature of this bid assures your firm's compliance
with the City's purchasing restrictions. A copy of the resolutions is available for review in the
Purchasing Office or the City Clerk's Office. Request Resolution 91-121 for cement restrictions.
Collusive or sham bids: any bid deemed to be collusive or a sham bid will be rejected and
reported to authorities as such. Your authorized signature of this bid assures that such bid is
genuine and is not a collusive or sham bid.
Bid results will be posted online at www.rockymountainbidsystem.com.
Gerry S. Paul
Director of Purchasing and Risk Management
BID 8083 Miscellaneous Street Improvements Page 2 of 129
Item Page
REVISION OF SECTION 202 - REMOVALS
2
3
REVISION OF SECTION 203 - EXCAVATION AND EMBANKMENT
2
5
REVISION OF SECTION 206 - EXCAVATION AND BACKFILL FOR STRUCTURES
2
8
REVISION OF SECTION 208 - EROSION CONTROL
3
0
REVISION OF SECTION 210 - RESET STRUCTURES
3
2
REVISION OF SECTION 304 - AGGREGATE BASE COURSE
3
6
REVISION OF SECTION 306 - RECONDITIONING
3
8
REVISION OF SECTION 401 & 703 - PLANT -MIX PAVEMENTS - GENERAL &
AGGREGATES
3
9
REVISION OF SECTION 403 - HOT MIX ASPHALT
4
4
REVISION OF SECTION 412 - PORTLAND CEMENT CONCRETE PAVEMENT
4
8
REVISION OF SECTION 420 - GEOSYNTHETICS
5
0
REVISION OF SECTION 506 - RIPRAP
5
2
REVISION OF SECTION 514 - PEDESTRIAN AND BIKEWAY RAILING
5
4
REVISION OF SECTION 601 - STRUCTURAL CONCRETE
5
5
BID 8083 Miscellaneous Street Improvements Page 20 of 129
REVISION OF SECTION 602 - REINFORCING STEEL
5
6
REVISION OF SECTION 603 - CULVERTS AND SEWERS
5
7
REVISION OF SECTION 604 - MANHOLES, INLETS, AND METER VAULTS
5
9
REVISION OF SECTION 607 - FENCES
6
1
REVISION OF SECTION 608 - SIDEWALKS AND DECORATIVE CROSSWALKS
6
2
REVISION OF SECTION 608 - EXPOSED SAND FINISHED CONCRETE
6
4
REVISION OF SECTION 609 - CURB AND GUTTER
6
7
REVISION OF SECTION 610 - DECORATIVE CONCRETE
6
9
REVISION OF SECTION 619 - WATER LINES
7
2
REVISION OF SECTION 626 - MOBILIZATION
7
5
REVISION OF SECTION 630 - CONSTRUCTION ZONE TRAFFIC CONTROL
7
6
SECTION 800 - ESTIMATING
7
7
SECTION 900 - IRRIGATION
7
8
BID 8083 Miscellaneous Street Improvements Page 21 of 129
BID 8083 Miscellaneous Street Improvements Page 22 of 129
REVISION OF SECTION 202
REMOVALS
Section 202 of the Standard Specifications is hereby revised for this project as follows:
Subsection 202.01 is revised to include the following:
The Contractor shall remove and dispose of all concrete sidewalk, curb and gutter, cross pans,
driveways, inlets, irrigation structures, pipe, structures, asphalt, fence, trees, retaining walls and
any other obstructions that are designated for removal by the Engineer. All such removals will
be measured in the field, and quantities agreed to by the Contractor and the Engineer.
Subsection 202.02 is revised to include the following:
Disposal Site - Materials designated for removal shall become property of the Contractor, unless
noted in the specifications or specified by the Engineer to be salvaged or stockpiled. It shall be
the Contractor's responsibility to obtain disposal sites for all unusable material, which is
removed.
Subsection 202.07 is revised to include the following:
Prior to removal, concrete and/or asphalt shall be saw cut full depth to a clean and straight
vertical line. Pieces of concrete which, due to the Contractor's operations, crack or break
beyond the limits of construction, shall be saw cut, or removed to the nearest joint, and removed
and replaced at the Contractor's expense. The limit of the repair will be determined by the
Engineer. The initial saw cutting to remove existing concrete and/or asphalt shall be considered
incidental to the Work and shall not be paid for separately under this item.
Removal of concrete, asphalt and/or obstructions as described in section 202.01 beyond the
limits designated by the Engineer will be the responsibility of the Contractor and will not be paid
for under this section.
When saw cutting is requested by the City as a stand-alone service, not associated with
removals or paving being done by the contractor, saw cutting will be paid for separately based
on the type of pavement and depth.
Subsection 202.11 is revised to include the following:
The Contractor and the Engineer shall field measure and agree upon the quantity to be
removed before the work commences. Should the Contractor fail to request the Engineer to
measure any work, the Contractor shall not be compensated for materials that were not
measured by the Engineer.
The accepted quantities will be paid for at the contract unit price. Saw cutting, excavation,
backfill, haul, disposal, and stockpiling of materials will not be measured and paid for
separately. This cost shall be included in the unit price for each bid item in Section 202.
Subsection 202.12 is revised to include the following:
Payment will be made under:
Pav Item and Pav Unit
The pay unit is denoted by ().
202-01 Remove pipe (ADS-CMP-RCP-PVC-CLAY TILE) — (LF)
BID 8083 Miscellaneous Street Improvements Page 23 of 129
202-02 Plug Existing Pipe (12"-36") — (EA)
202-03 Remove Vertical Curb — (LF)
202-04 Remove Roll Over Curb and Sidewalk — (LF)
202-05 Remove Crosspan/Driveway Apron — (SF)
202-06 Remove Concrete Paving 8" Avg. Depth — (SF)
202-07 Remove Asphalt 8" — (SY)
202-08 Roto Mill Y-4" Asphalt — (SY)
202-09 Profile Mill 0"-3" — (SY)
202-10 Remove Sidewalk 4"-6" — (SF)
202-11 Remove Rip -Rap — (SY)
202-12 Remove Fence (Various Types) — (LF)
202-13 Removal of Pavement Markings — (LF)
202-14 Saw Cutting Existing Asphalt — (LF)
202-15 Saw Cut Existing Concrete 6" Thick or Less — (LF)
202-16 Saw Cut Existing Concrete More Than 6" thick — (in thickness/LF)
202-17 Saw Cut Existing Asphalt 6" Thick or Less — (LF)
202-18 Saw Cut Existing Asphalt More Than 6" thick — (in thickness/LF)
The above prices and payments shall include full compensation for furnishing all labor,
materials, tools, equipment and incidentals and for doing all work involved in removals and
rotomilling, including excavation, backfill, haul and disposal, as specified in these specifications,
and as directed by the Engineer. All saw cutting involved in removing the necessary items in
order to complete the Work shall be considered incidental to the Work and will not be paid for
separately.
END OF SECTION
BID 8083 Miscellaneous Street Improvements Page 24 of 129
REVISION OF SECTION 203
EXCAVATION AND EMBANKMENT
Section 203 of the Standard Specifications is hereby revised as follows:
Subsection 203.02 is revised to include the following:
Unclassified Excavation — This shall consist of excavation of all materials on the site to final
grades, excluding the bid items listed in Section 202. Excavation of unsuitable material will only
be paid for if it is found to be unsuitable in its original state. This item shall be measured from
the plans and cross sections, and will be paid for by the cubic yard. This item shall be paid
according to plan quantity.
Embankment (Complete in Place) — All excavated material, except the material being hauled
and disposed, shall be placed as embankment and compacted, to final grades, as specified in
Section 203.07. The embankment quantity was not adjusted to allow for shrinkage during
compaction. This item will be measured from the plans and cross sections and will be paid for
by the cubic yard. This item will be paid according to plan quantity.
Load, Haul and Disposal — This shall consist of loading, hauling and disposing of any excess
material or unsuitable fill material (Muck Excavation is not included in this item). This item will be
measured from the plans and cross sections and will be paid for by the cubic yard. This item
shall be paid according to plan quantity.
Topsoil - (stripping, stockpiling, placing) — All areas that have suitable topsoil material shall
be stripped to a depth of six inches (6"). This material shall be stockpiled and placed after the
final grades have been established. This item shall include stripping existing vegetation,
temporarily stockpiling, loading, hauling, and placing topsoil material for back of walk and curb
areas, parkway areas, and other designated areas. This item shall be paid according to plan
quantity.
Muck Excavation — This shall include excavation of unsuitable material, supplying and placing
Class 1 or 2 Structural Backfill, Pit Run or an approved fill, recompacting material to finish
grade, and haul and disposal of unsuitable material. Muck -excavation of material from rain or
weather damage will not be paid for and is entirely the Contractor's responsibility. This item shall
be measured in the field, and will be paid for by the cubic yard.
Borrow - ABC Class 5 or 6 (Complete in Place) — This shall include supplying, placing, and
compacting aggregate base course as directed by the Engineer. This item will be measured in
the field and paid for by the ton. This item will not be paid for as Embankment. Borrow material
will only be used for fill if there is a shortage of suitable material onsite and/or as directed by the
Engineer and may be used under sidewalks and median hardscaped areas.
Median Splash Block/Hardscape Shaping (Complete in Place) — The areas in the medians
beneath the exposed aggregate concrete shall be backfilled with suitable onsite material
approved by the Engineer. These areas shall be backfilled in lifts not to exceed 6 inches (6")
and compacted with a plate compactor or as directed by the Engineer. This item will not be paid
for as Embankment. This item will be measured in the field and will be paid for by the square
foot.
Potholing — The Contractor shall be responsible for locating electrical, gas, fiber optic, cable,
BID 8083 Miscellaneous Street Improvements Page 25 of 129
telephone, traffic signal conduit and other existing utility lines and shall be performed every 100
lineal feet or as deemed necessary by the contractor. All related work, including excavation,
backfilling, shoring, labor and number of hours will not be measured and paid for separately, but
shall be included in the work. Repair of damaged existing utility lines caused by the Contractor
will be at the Contractor's expense. These items will not be paid separately under items in
section 202, 210, 603, or 604.
Embankment and subgrade material shall be compacted to 95% of maximum density at +/- 2%
optimum moisture. Maximum density shall be determined by ASTM D 698. This will apply under
the roadway, curb and gutter, sidewalk, and driveways. Topsoil shall be compacted to 85% of
maximum density at/or near optimum moisture.
Excavation and Embankment will only be paid when a significant change in grade is required,
as determined by the Engineer. Minor cuts and fills shall be considered incidental to the
work, and shall not be paid separately under this section.
If unsuitable subgrade is encountered and the Engineer directs the Contractor to over excavate
the material, the Contractor shall use Aggregate Base Courses (Class 5 or 6), Class 1 or 2
Structural Backfill, Pit Run or an approved fill to backfill the over excavated area if there is not
any acceptable material onsite. This Work will not be paid for separately but will be paid under
the Muck Excavation item. The proposed material shall meet the following minimum
requirements:
LL Maximum: 30
PI Maximum: 6
"R" Value Minimum: 78
The minimum strength coefficient of the Aggregate Base Coarse shall be 0.11.
After specified compaction has been obtained, the subgrade under the curb, gutter,
sidewalk, and pavement shall be proof -rolled with a heavily loaded rubber tired roller,
fully loaded water truck, or approved equal.
Those areas which produce a rut depth of over one-half (1/2) inch or which crack the subgrade
after pumping and rebounding shall be ripped, scarified, wetted or dried if necessary, and
recompacted to the requirements for density and moisture at the Contractor's expense. Where
unsuitable material is encountered, the Engineer may require the Contractor to remove the
unsuitable materials and backfill to the finished grade with approved material. The completed
subgrade shall be proof -rolled again after placement of approved material. This will be paid for
at the contract unit price for Muck Excavation.
The Contractor shall refer to the plans for regrading information. This work shall include all
excavation, embankment, and grading required to prepare these sites for landscaping.
Subsection 203.04 is revised to include the following:
The excavations and embankments shall be finished to smooth and uniform surfaces
conforming to the typical sections specified. Variation from the subgrade plan elevations
specified shall not be more than 0.08 feet.
BID 8083 Miscellaneous Street Improvements Page 26 of 129
Subsection 203.13 is revised to include the following:
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ().
203-01 Unclassified Excavation — (CY)
203-02 Embankment -CIP — (CY)
203-03 Borrow Suitable Fill Material — (CY)
203-04 Haul & Dispose — (CY)
203-05 Topsoil —(Stripping, stockpiling, placing) — (CY)
203-06 Muck Excavation — CIP — (CY)
203-07 Borrow ABC (Class 5 or 6) —CIP - (TON)
203-08 Borrow Fill R-25 — (CY)
203-09 Median Splash Block/Hardscape Shaping - CIP — (SF)
203-10Import Topsoil (Screened) — (CY)
The above prices and payments shall include full compensation for furnishing all labor,
materials, tools, equipment, and incidentals and for doing all work involved in Unclassified
Excavation, Embankment, Haul & Dispose, Topsoil (stripping, stockpiling, placing), Muck
Excavation, Borrow ABC and Median Hardscape Shaping, including without limitation, haul,
stockpiling, placing of material, watering or drying soil, compaction, proof rolling, finish grading,
and disposal of unusable materials, as shown on the plans and as specified in these
specifications, and as directed by the Engineer.
END OF SECTION
BID 8083 Miscellaneous Street Improvements Page 27 of 129
REVISION OF SECTION 206
EXCAVATION AND BACKFILL FOR STRUCTURES
Section 206 of the Standard Specifications is hereby revised as follows
Subsection 206.03 is revised to include the following:
Structure Excavation — It is anticipated that unsuitable soils will be encountered for the
foundation of the box culvert. The excavation of the unsuitable material has already been
accounted for and will be paid for under the Muck Excavation item.
The Contractor is cautioned that construction equipment may cause the natural soils to pump or
deform while performing excavation work inside and on footings, structural floor slabs, or other
structure foundation areas.
Foundation materials which are: a) saturated by either surface or dewatering work by the
Contractor; b) frozen for any reason; or, c) disturbed by the Contractor's work or caused to
become unacceptable for foundation material purposes by means of the Contractor's
equipment, manpower, or methods of work shall be removed and replaced by the Contractor at
their expense.
Care should be taken when excavating the foundations to avoid disturbing the supporting
materials. Excavation by either hand or careful backhoe soil removal, may be required in
excavating the last few inches of material to obtain the subgrade of any item of the concrete
work.
Any over -excavated subgrades that are due to the Contractor's actions, shall be brought back to
subgrade elevations by the Contractor and at his expense in the following manner. -
For over -excavations of two (2) inches or less, either: Backfill and compact with
approved granular materials; backfill with '/2 inch washed crushed rock; or fill with
concrete at the time of the appurtenant structure concrete pour.
2. For over -excavations greater than two (2) inches, backfill and compact with 1'/2 inch
washed crushed rock.
Structural Class I and II Backfill (On -site Fill) — Backfill, and fill within two feet (2') of and
adjacent to all structures and for full height of the walls, shall be selected non -swelling material.
It shall be granular, well graded, and free from stones larger than three inches (3" ). Material may
be job excavated, but selectivity will be required as determined by the Engineer. Refer to the
Plans for job specific requirements. Stockpiled material, other than topsoil from the excavation
shall be used for backfilling unless an impervious structural backfill is specified. The backfill
material shall consist of either clean on -site granular materials free of stones larger than three
inches (Y) in diameter with no more than 20% passing the No. 200 sieve, or equivalent
imported materials. All backfill around the structures shall be consolidated by mechanical
tamping. The material shall be placed in eight -inch (8") loose lifts within range of 2% above to
2% below the optimum moisture content and compacted to 95% of Maximum Standard Proctor
Density (ASTM D698) for cohesive soils, or to 70% relative density for pervious material as
determined by the relative density of cohesionless soils test, ASTM D4253.
Structural Haul and Leveling — This shall consist of hauling and leveling of any excess
BID 8083 Miscellaneous Street Improvements Page 28 of 129
material or unsuitable fill material on site. This item will be measured from the plans and cross
sections and will be paid for by the cubic yard. This item shall be paid according to plan
quantity.
Structural Backfill flow fill — Backfill flow fill will be required around the foundation and up to a
height of two feet above the foundation.
Dewatering — This item shall include pumps, labor, equipment and any associated costs to
insure a dry work area. Also, a discharge pipe is to be installed and removed to provide access
for construction equipment. These combined items will be paid for as a per day cost.
Dewatering should not be conducted by pumping from inside footing, structural floor slab, or
other structure foundation limits. This may decrease the supporting capacity of the soils.
Subsection 206.07 is revised to include the following:
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ().
206-01 Structure Excavation — (CY)
206-02 Class I and II Structure Backfill (On -Site Fill) — (CY)
206-03 Structure Haul and Leveling — (CY)
206-04 Structure Backfill Flow Fill — (CY)
206-05 Filter Material (1 '/z" Washed Rock) — (TON)
206-06 Dewatering (min. 2" pump) — (DAY)
The above prices and payments shall include full compensation for furnishing all labor,
materials, tools, equipment, and incidentals and for doing all work involved in Structural
Excavation, Backfill, Haul & Leveling, Filter Material installation, and Dewatering, including
without limitation, haul, stockpiling, placing of material, watering or drying soil, compaction, proof
rolling, finish grading, and disposal of unusable materials, as shown on the plans and as
specified in these specifications, and as directed by the Engineer.
END OF SECTION
BID 8083 Miscellaneous Street Improvements Page 29 of 129
BID 8083 MISCELLANEOUS STREET IMPROVEMENTS
BID OPENING: March 25, 2015, 3:00 p.m. (our clock)
WE HEREBY ENTER OUR BID FOR THE CITY OF FORT COLLINS' REQUIREMENTS FOR
MISCELLANEOUS STREET IMPROVEMENTS PER THE BID INVITATION AND ANY
REFERENCED SPECIFICATIONS:
The City of Fort Collins is requesting bids for a time and materials general excavation contract
to be used for all City Departments.
SCOPE OF WORK
The work will consist of various work sites throughout the City of Fort Collins. Work items will
likely include waterline, concrete, asphalt paving, concrete paving, excavation, landscaping,
construction of new turn lanes, bridges, sidewalks and box culvert extensions. Prices must be
quoted on a time and materials basis. Controlling specifications will be Colorado Department of
Transportation (CDOT) Standard Specifications, Larimer County Urban Area Street Standards,
Fort Collins Storm Drainage Construction Standards and the attached specifications. The City of
Fort Collins will provide construction surveying.
There is no guaranteed minimum amount of services to be ordered. All work will be issued by
work order. No work order exceeding $95,000 will be issued. The City reserves the right to
supply any or all materials. This contract shall be administered by the Engineering Capitol
Projects Division, but may be utilized by other City Departments. Time of completion is
important and work on each individual job must be initiated within ten (10) working days of
notice or as agreed by the City Representative and contractor.
The successful bidder must have a minimum of three (3) years of excavation, pipeline and
roadway construction experience, adequate structural experience and hold a current City of Fort
Collins Utility Contractors License. Contractor must provide an equipment list with current
pricing per hour with an operator and a list of proposed sub -contractors with the bid.
Procedure for work:
A. All job estimates must be submitted on a unit price basis consistent with the prices
established in the Bid Schedule section.
B. Contractor will invoice for all jobs completed on a unit price basis with the prices
established in the Bid Schedule section, including appropriate mark up on materials, if
any. City will not pay more than 10% mark-up on items under $500.00 or more than
8% mark-up on materials over $500.00. Material invoices must be included with the
billing invoices.
2. Service Agreement
Contractor must enter into the attached service agreement and provide the required
insurance. This agreement is effective for one year from the date on the service
agreement. At the option of the City, the Agreement may be extended for additional one
year periods not to exceed four (4) additional one year periods. Written notice of renewal
shall be provided to the Service Provider and mailed no later than 30 days prior to contract
end.
BID 8083 Miscellaneous Street Improvements Page 3 of 129
REVISION OF SECTION 208
EROSION CONTROL
Section 208 of the Standard Specifications is hereby revised as follows:
Subsection 208.01 is revised to include the following:
On any work that results in disturbance of one acre or more of soil, the contractor is required to
obtain a State permit and approved Stormwater Management Plan (SWMP) prior to starting
work. The contractor is responsible for obtaining any necessary permit(s) and full compliance
with the requirements of said permits including the appointment of an erosion control supervisor
to provide regular inspections required under the permit and keeps all necessary documentation
as required by the permit. The contractor will be paid a lump sum price to obtain any necessary
permit(s) and the appointed erosion control supervisor will be paid on an hourly basis for
inspections and documentation required by the SWMP permit. For work with less than one acre
of disturbance, the contractor shall install best management practices (BMP's) as needed or as
directed by the City Engineering Inspector to prevent any sediment runoff or contamination from
leaving the project limits. Removal of sediment and contaminants from the site will be paid
under line item 208-11.
Subsection 208.05 is revised to include the following:
All Erosion Control Devices, Materials, and Techniques required to prevent damage to the storm
water facilities as outlined in the City of Fort Collins Standards will be considered incidental to
the work, and shall be included in the price. No measurement for payment shall be made for
maintenance of Erosion Control devices. The tracking pad shown on the plans shall be included
and considered incidental to the work. This item will be paid for as a lump sum price to the
Contractor.
Working in or Crossing Watercourses and Wetlands — Construction vehicles should be kept
out of watercourses to the extent possible. Wherein channel -work is necessary, precautions
must be taken to stabilize the work area during construction to minimize erosion control. The
channel (including bed and banks) must always be restabilized immediately after in -channel
work is completed. Where a live (wet) watercourse must be crossed by construction vehicles
during construction, a Temporary Stream Crossing must be provided for this purpose.
Subsection 208.07 is revised to include the following:
The accepted quantities will be paid for at the contract unit price.
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ().
208-001 SWMP Permit — (LS)
208-002 Silt Fence Furnished and Installed — (LF)
208-003 Straw Bales (Weed Free) Furnished and Installed — (EA)
208-004 Soil Retention Blanket — (SY)
BID 8083 Miscellaneous Street Improvements Page 30 of 129
208-005 Erosion Log (Min. 6" diameter) — (LF)
208-006 Rock Sock — (LF)
208-007 Sand Bag — (EA)
208-008 Concrete Washout Structure — (EA)
208-009 Storm Drain Inlet Protection — (EA)
208-010 Stabilized Construction Entrance (70' x 12') — (EA)
208-011 Sediment Removal and Disposal — (CY)
208-012 Erosion Control Supervisor — (HR)
The above prices and payments shall include full compensation for furnishing all labor,
materials, tools, equipment, and incidentals and for doing all work involved in installing and
maintaining erosion control, complete -in -place, as specified in these specifications, and as
directed by the Engineer.
:IkiIaxel;N*Q9t9I1
BID 8083 Miscellaneous Street Improvements Page 31 of 129
REVISION OF SECTION 210
RESET STRUCTURES
Section 210 of the Standard Specifications is hereby revised as follows:
Subsection 210.10 is revised to include the following:
Work contained in this Subsection shall meet the requirements of the current City of Fort Collins
Water Utilities Standard Construction Specifications or other applicable water utility agency
standard construction specifications.
The Contractor shall cooperate and coordinate with the City Water Utilities Department or other
applicable water utility when shutting off water to minimize downtime to customers. The
Contractor shall also coordinate work involving the relocation of fire hydrants, water meters,
curb stops, and water valves, and lowering water and sewer service lines, and water lines. The
Contractor shall supply all materials required to complete the work that is not supplied by the
City or other applicable water utility, and these materials shall be included in the costs of each
item. This shall include, but not be limited to; new copper line and fittings, new stop boxes,
meter pits, excavation, backfill and compaction. New copper fittings, stop boxes and meter pits
will be required at each location.
All structures located in bituminous pavements to be surfaced shall be adjusted prior to, or
during paving operations.
All structures located within a concrete pavement shall be adjusted prior to opening the
roadway.
The Contractor shall perform all work needed to ensure that said structures can be readily
adjusted and shall have all necessary materials on hand prior to commencing the work. The
adjustments shall be made as noted below.
All structures shall be adjusted to be'/4", +/- 1/8" below the pavement surface.
The Contractor shall be responsible for immediately cleaning out all construction materials that
may fall into manholes, valve boxes or other structures during the construction process. In the
event that a structure was not properly adjusted (i.e. too high or too low) or the structure was
covered and not adjusted after the paving operation, written notice will be given by the Engineer
to the Contractor requiring the Contractor to make the necessary adjustments within five (5)
working days. In the event that the structure is not adjusted within said time frame; the Engineer
shall have the right to engage a third party to complete the work, and to withhold the cost of
such work from payments due the Contractor.
If a structure is adjusted prior to an overlay operation, the Contractor shall place bituminous
base material around the structure as directed by the Engineer to insure that it will not be a
hazard to vehicular traffic. This will be paid for under the bid item for Asphalt Patching.
Adjust Valve Box — Valve boxes located within asphalt pavement shall be adjusted by
removing the existing pavement around the valve box, adjusting the valve by turning it to the
proper grade, trimming the existing asphalt by cutting vertical edges, then spreading and
mechanically compacting bituminous material of the same grade and quality as the adjacent
pavement.
BID 8083 Miscellaneous Street Improvements Page 32 of 129
If a valve box cannot be turned up, or can be turned up, but not sufficiently to achieve the proper
grade or if the top section of the valve box is in poor condition, the Contractor shall excavate
around the top section of the valve box and remove and replace the top section with a longer
section supplied by the Contractor. The excavation shall then be back filled with flowable fill to
the top of subgrade, and then, material of the same grade and quality as the adjacent pavement
shall be placed.
The Contractor shall exercise reasonable care while attempting to adjust the valve boxes. If, in
the opinion of the Engineer, the Contractor is negligent and breaks the valve box, the valve box
shall be replaced at the Contractor's expense. This item will be paid under Adjust Valve Box —
(EA).
Adjust Manhole Ring/Cover — Manholes located within existing asphalt pavement shall be
adjusted by removing an area of pavement with a minimum diameter one foot (1') larger than
the structure (centered on the structure). This shall be done by cutting vertical edges, adjusting
the manhole by grouting concrete rings and/or utilizing metal shims to raise the structure to the
proper grade, then spreading and mechanically compacting bituminous material of the same
grade and quality as the adjacent pavement.
When the manhole adjustment is complete, the slope of the top surface of the manhole cover
shall match the slope of the pavement in both the longitudinal and traverse directions. Any
manhole cover which is unstable or noisy under traffic shall be replaced. This item will be paid
under Adjust Manhole Ring/Cover — (EA).
Modify Manhole — Manholes located within existing asphalt pavement or subgrade shall be
adjusted by removing an area of pavement or subgrade with a minimum diameter two foot (2')
larger than the structure (centered on the structure). This shall be done by cutting vertical edges
in the pavement, if required, and excavating below the ground surface to the required barrel
seam needed to start the adjustment. The cone section shall be removed and additional
sections added or removed to obtain the plan finished elevation. All manhole sections shall be
cleaned and an approved gasket material applied prior to reassembly. This work shall be done
in accordance with the City of Fort Collins Standard Construction Specification for Sewer Mains.
The excavation shall be backfilled with on -site material and shall be mechanically compacted or
Flowable Fill used if directed by the Engineer. This item will be paid under Modify Manhole —
(EA). Flowable Fill will be paid under Section 608.
Flowable Fill — Shall be a Portland Cement Concrete Mix. The mix and use of flowable fill shall
conform to the Larimer County Urban Area Street Standards Section 22.2.3(D). The maximum
28 day strength shall be 60 psi.
Fire Hydrants — The Contractor shall supply all materials required to complete the Work. These
materials shall be included in the cost for adjusting or relocating the fire hydrants. The
Contractor shall also include excavation, bedding, backfill and compaction into his/her item cost.
This Work will not be paid for separately under any other item listed in these specifications. This
item will be paid under Fire Hydrant — (EA).
Water Meters — The relocation of water meters are shown on the plans. The Engineer may also
request meters to be relocated that are not shown on the plans. The City of Fort Collins Water
Utility or other applicable water utility will not provide any materials to complete this Work. The
BID 8083 Miscellaneous Street Improvements Page 33 of 129
Contractor shall notify the water utility prior to performing this work. The Contractor shall
supply all materials required to complete the Work. This shall include, but not limited to, new
copper line and fittings, new stop box, complete meter pit assembly, excavation, bedding,
backfill and compaction into his/her item cost. This item will be paid under Water Meter — (EA).
Cathodic Protection (C.P.) Test Station Relocation — The relocation of C. P. Test Stations
are shown on the plans. The Engineer may also request C. P. Test Stations to be relocated that
are not shown on the plans. The City of Fort Collins Water Utility will provide the materials,
perform the wire connections and extend the wires to the new location. The Contractor shall
notify the Owners Field Representative on site prior to doing this work. The Contractor
shall locate the existing test station wires, excavate the trench to the new location, backfill the
trench after the City Utility Crews are done with their work and set the City supplied concrete
pod, with the wires inside, to the finished grade. If the Contractor pulls the existing test station
wires off the connection at the water main line, the Contractor shall be responsible to repair the
test wires at the main line under the direction of the City Utility Crews at the Contractors
expense. This item will be paid under Relocate C. P. Test Station — (EA).
Irrigation Service — There are irrigation service taps that will be made for irrigating the medians
on this project. The Contractor shall supply all materials required to complete the Work. The City
of Fort Collins Water Utility or other applicable water utility will not provide any materials to
complete this Work. This shall include, but not limited to, tapping the existing water line at the
designated location(s), new copper line and fittings, new stop box, complete meter pit assembly,
excavation, bedding, backfill and compaction into his/her item cost. Service taps on City
mains larger than eight inches (8") will be made only under the direct supervision of the
City Utility or by the City Utilities Crews. The Contractor shall notify the water utility prior
to performing this work. This item will be paid under Irrigation Services (3/4"-1") — (EA).
Traffic Signs — Prior to commencement of any construction that will affect traffic signs of any
type, the Contractor shall contact the City of Fort Collins Streets Division and the City Project
Inspector for removal of the signs. The COFC Streets Division will remove these signs and
reset all traffic signs upon project completion.
Subsection 210.13 is revised to include the following:
Payment will be made under:
Pav Item and Pav Unit
The pay unit is denoted by ( ).
210-01 Adjust Valve Box — (EA)
210-02 Adjust Manhole Ring/Cover — (EA)
210-03 Modify Manhole — (EA)
210-04 Relocate Fire Hydrant — (EA)
210-05 Relocate Water Meter — (EA)
210-06 Relocate C. P. Test Station — (EA)
210-07 Irrigation Service (3/4"-1 ") — (EA)
210-08 Relocate Fence (Various Types) — (LF)
BID 8083 Miscellaneous Street Improvements Page 34 of 129
210-09 Relocate Mailbox — (EA)
The above prices and payments shall include full compensation for furnishing all labor,
materials, tools, equipment, and incidentals, and for doing all the Work involved in adjusting
structures, complete -in -place, including non -shrink backfill, concrete, metal shims, bituminous
materials, haul and disposal, excavation, bedding material, backfill, and compaction as shown
on the plans, as specified in these specifications, and as directed by the Engineer.
END OF SECTION
BID 8083 Miscellaneous Street Improvements Page 35 of 129
REVISION OF SECTION 304
AGGREGATE BASE COURSE
Section 304 of the Standard Specifications is revised as follows:
Subsection 304.01 is revised to include the following:
This work shall consist of placing six inches (6") of Aggregate Base Course (Class 5 or 6) over
previously prepared pavement subgrade approved by the Engineer. Aggregate Base Course will
be used under the asphalt pavement section and shall meet the requirements of Subsection
703.03.
The proposed material shall meet the following minimum requirements:
LL Maximum: 30
PI Maximum: 6
"R" Value Minimum: 78
The minimum strength coefficient of the Class 5 or 6 Aggregate Base Course shall be 0.11
Subsection 304.06 is revised to include the following:
Aggregate Base Course shall be compacted to at least 95% of maximum density at or near
optimum moisture as determined by ASTM D698.
Subsection 304.07 is revised to include the following:
Aggregate Base Course will be measured by the ton at proper moisture. Quantity will be
adjusted accordingly if the moisture content is too high. Haul and water necessary to bring
mixture to optimum moisture will not be measured or paid for separately, but shall be included in
the price for Aggregate Base Course.
Soil sterilization shall be applied under all new asphalt paving and shall be considered
incidental to the work. Sterilization shall not be paid for separately under this item.
Subsection 304.08 is revised to include the following:
The accepted quantities of Aggregate Base Course will be paid for at the contract unit price per
ton.
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ().
304-01 Aggregate Base Course (Class 5 or 6) 6" depth — (TON)
304-02 Shouldering Base (Class 5 or 6) 4" depth (CIP) — (TON)
304-03 Patch Placement Base (Class 5 or 6) 6" depth (CIP) — (TON)
BID 8083 Miscellaneous Street Improvements Page 36 of 129
The above prices and payments shall include full compensation for furnishing all labor,
materials, tools, equipment and incidentals and for doing all work involved in Aggregate Base
Course including haul, sterilization, and water. The work will be complete -in -place, as shown on
the plans, as specified in these specifications, and as directed by the Engineer.
END OF SECTION
BID 8083 Miscellaneous Street Improvements Page 37 of 129
REVISION OF SECTION 306
RECONDITIONING
Section 306 of the Standard Specifications is hereby revised for this project as follows:
Subsection 306.02 is revised to include the following:
The top eight inches (8") of the entire subgrade, including fill areas, (curb, gutter and sidewalk,
and pavement areas) shall be reconditioned by scarifying and recompacting. The subgrade
shall be thoroughly mixed and dried or moistened to full depth and compacted as specified in
Section 203.07. The reconditioned surface shall not vary above or below the lines and grades
as staked by more than 0.04 foot under asphalt or concrete pavement or 0.08 foot under
aggregate base course. The surface shall be tested prior to application of any base course or
pavement. All defective work shall be corrected as directed by the Engineer. The surface shall
be protected and maintained until base course or pavement has been placed. If the Contractor
chooses to use roadbase as a fine grading material or a material to mitigate over excavated or
rain damaged areas this shall be entirely the Contractor's cost and shall be considered
incidental to the Work. The Contractor shall be paid for reconditioning, if reconditioning has
been attempted, and muck excavation in the event that unsuitable material is encountered and
removed at the direction of the Engineer. It shall be at the Engineer's discretion to determine if
the Contractor has made a sufficient effort to control the moisture in the subgrade material and
made a reasonable effort to recondition the subgrade.
Soil sterilization shall be applied under all new asphalt paving and shall be considered incidental
to the work. Sterilization shall not be paid for separately under this item.
Subsection 306.04 is revised to include the following:
The accepted quantities of Reconditioning will be paid for at the contract unit price per square
yard.
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ().
306-01 Reconditioning (8") - (SY)
The above prices and payments shall include full compensation for furnishing all labor,
materials, tools, equipment, and incidentals and for doing all work involved in Reconditioning,
complete -in -place, including compaction, wetting or drying, and finish grading, as shown on the
plans, as specified in these specifications, and as directed by the Engineer.
END OF SECTION
BID 8083 Miscellaneous Street Improvements Page 38 of 129
REVISION OF SECTION 401 & 703
PLANT MIX PAVEMENTS — GENERAL & AGGREGATES
Section 401 and 703 of the Standard Specifications is hereby revised as follows:
Subsection 401.02 is hereby revised to include the following:
Requests made in writing by the Contractor for changes in the job mix formula will be
considered by the Engineer. A job mix formula shall be determined by the Contractor and
submitted to the Engineer for approval a minimum of one week prior to the beginning of
construction for each proposed change. The Contractor shall provide the Engineer with an
asphalt mix design report from an independent testing laboratory acceptable to the
Engineer. The report shall state the Mix properties, optimum oil content, job mix formula and
recommended mixing and placing temperatures. The costs for all job mix formulas shall be the
responsibility of the Contractor.
If the Contractor uses more than three (3) job mix formulas for a type of plant mix pavement
used, the City may charge the Contractor for testing and evaluation of the mix designs, including
the costs for calibration of a Nuclear Asphalt Oven.
For Superpave Mixes, delete Table 401-2 and replace with the following:
TABLE 401-2
Grading
Test Procedure
Minimum Test
Sampling Frequency
Result
All Gradings
CP L-5109 Method
80
I
One per 10, 000 metric tons (10,000
I
B
tons) or fraction thereof (minimum)
In subsection 401.02, delete the second, third, and fourth paragraphs and replace with
the following:
A proposed plant mix pavement mix design prepared in accordance with Colorado Procedure
52(CP52-99), including a proposed job -mix gradation for each mixture required by the
Contract which shall be wholly within the Master Range Table, Tables 703-3A, B, and C,
before the tolerances shown in Table 401-1 are applied. The weight of lime shall be included
in the total weight of the material passing the 75 mm (No. 200) sieve. The restricted zone
boundaries shown for all gradings in Tables 703-3A, 703-313, and 703-3C are to be used as
guidelines in mix design development. However, the job -mix gradation is not required to pass
above or below the restricted zone boundaries.
2. The name of the refinery supplying the asphalt cement and the source of the anti -stripping
additive.
3. A sufficient quantity of each aggregate for the Department to perform the tests specified in
section 2.2.1 of CP52.
BID 8083 Miscellaneous Street Improvements Page 39 of 129
8083 MISCELLANEOUS STREET IMPROVEMENTS
BID SCHEDULE - STANDARD WAGES
IT NO.
ITEM DESCRIPTION
UNIT
QUANTITY
UNIT COST
COST
EARTHWORK
202-01
Remove pipe (ADS-CMP-RCP-PVC-CLAY TILE)
LF
30
$
202-02
Plug Existing Pipe ( 12"-36")
EA
1
$
202-03
Remove Standard Type II Vertical Curb
LF
137
$
202-04
Remove Roll Over Curb And Sidewalk
LF
100
$
202-05
Remove Crosspan/Driveway/Apron
SF
150
$
202-06
Remove Concrete Paving 8" Avg Depth.
SF
400
$
202-07
Remove Asphalt 8" Avg. Depth.
SY
50
$
202-08
Roto Mill 3"-4" Asphalt.
SY
100
$
202-09
Profile Mill 0-Y.
SY
600
$
202-10
Remove Sidewalk 4"-6" Depth.
SF
403
$
202-11
Remove RipRap.
SY
20
$
202-12
Remove Fence Various Types.
LF
100
$
202-13
Removal of Pavement Marking,
LF
100
$
202-14
Saw Cutting Existing Asphalt.
LF
100
$
202-15
Saw Cut Conc. 6" or Less in Depth
LF
100
$
202-16
Saw Cut Conc. More Than 6" Depth
In/LF
100
$
202-17
Saw Cut Asphalt 6" or Less in Depth
LF
100
$
202-18
Saw Cut Asphalt More Than 6" Depth
In/LF
100
$
203-01
Unclassified Excavation.
CY
115
$
203-02
Embankment (CIP).
CY
75
$
203-03
Borrow Suitable Fill Material.
CY
50
$
203-04
Load, Haul And Dispose.
CY
65
$ -
203-05
Topsoil (Stripping, Stockpiling, Placing)
CY
75
$
203-06
Muck Excavation.
CY
50
$
203-07
Borrow ABC Class 5 or 6 (CIP).
Ton
50
$
203-08
Borrow Fill R-25
CY
50
$
203-09
Median Splash Block Shaping
SF
500
$
203-10
Import Topsoil Screened
CY
50
$
203-11
Pothole by Vacuum Truck
EA
30
$
206-01
Structure Excavation
CY
50
$
206-02
Structure Backfill On Site Fill
CY
50
$
206-03
Backfill Class I
CY
50
$
206-04
Backfill Class II
CY
50
$
206-05
Haul And Leveling
CY
50
$
BID 8083 Miscellaneous Street Improvements Page 4 of 129
In subsection 401.02 delete Table 401-1, including the footnotes, and replace with the
following:
TABLE 401-1Bitumen Content
Asphalt Recycling Agent
Temperature of Mixture When Discharged from Mixer
±0.3%
±0.2%
±10°C
Hot Bituminous Pavement - Item 403
Passing the 9.5 mm (3/32) and larger sieves
±6%
Passing the the 4.75 mm (No. 4) and 2.36 mm (No. 8)
±5%
sieves
±4%
Passing the 600 mm (#30) sieve
±2%
Passing the 75 mm (#200) sieve
'When 100% passing is designated, there shall be no tolerance. When 90-100% passing
is designated, 90% shall be the minimum; no tolerance shall be used.
Delete Subsection 401.07 and replace with the following:
Plant mix pavement shall be placed only on properly prepared unfrozen surfaces which are free
of water, snow, and ice. The plant mix pavement shall be placed only when both the air and
surface temperatures equal or exceed the temperatures specified in Table 401-3 and the
Engineer determines that the weather conditions permit the pavement to be properly placed and
compacted.
Table 401-3
riacement i emperature Limitations in -1-
Compacted Layer
Minimum Surface and Air
Thickness in
Temperature °C (°F)
mm (inches)
Top
Layers Below
Layer
Top Layer
<38 (1'/2)
15 (60)
10 (50)
38 (1'/2) - <75 (3)
10 (50)
5 (40)
75 (3) or more
7 (45)
2 (35)
Note: Air temperature is taken in the shade. Surface is defined as the existing
base on which the new pavement is to be placed.
If the temperature falls below the minimum air or surface temperatures, paving shall stop.
The Contractor shall schedule the work so that no planed or recycled surface is left without
resurfacing for more than ten calendar days during the period specified in Table 401-3A, below.
The Contractor shall immediately place a temporary hot bituminous pavement layer on any
surface that has been planed or recycled and can not be resurfaced in accordance with the
above temperature requirements within ten calendar days after being planed or recycled. The
minimum thickness of the temporary hot bituminous pavement layer shall be 50 mm (two
inches). The Contractor shall perform the quality control required to assure adequate quality of
the hot bituminous pavement used in the temporary layer. All applicable pavement markings
BID 8083 Miscellaneous Street Improvements Page 40 of 129
shall be applied to the temporary layer surface. The Contractor shall maintain the temporary
layer for the entire period that it is open to traffic. Distress which affects the ride, safety, or
serviceability of the temporary layer shall be immediately corrected to the satisfaction of the
Engineer. The temporary hot bituminous pavement layer shall be removed when work resumes.
Table No. 401-3A
Periods Requiring 0 erlay of Treated Surfaces
Location by Elevation
Period During Which Planed or
Recycled Surfaces Must be Overlaid
within Ten Days
All areas below and including
October 1 to March 1
2100 m (7000 feet)
All areas above 2100 m (7000 feet)
September 5 to April 1
up to and including 2600 m (8500
feet)
All areas above 2600 m (8500 feet)
August 20 to May 15
In Subsection 401.15, delete the third and fourth paragraphs (including table) and replace
with the following:
The minimum temperature of the mixture when discharged from the mixer and when delivered
for use shall be as shown in the following table:
Asphalt Grade
Minimum Mix Discharge
Temperature, °C (IF)*
Minimum Delivered
Mix Temperature, °C
(OF)**
PG 58-28
135 (275)
113 (235)
PG 58-22
138 (280)
113 (235)
PG 64-22
143 (290)
113 (235)
AC-20 Rubberized
160 (320)
138 (280)
PG 76-28
160 (320)
138 (280)
PG 70-28
149 (300)
138 (280)
PG 64-28
149 (300)
138 (280)
PG 58-34
149 (300)
138 (280)
* The maximum mix discharge temperature shall not exceed the minimum
discharge temperature by more than 17°C (30 (IF) .
** Delivered mix temperature shall be measured behind the paver screed.
Hot -mix asphalt mixture shall be produced at the lowest temperature within the specified
temperature range that produces a workable mix and provides for uniform coating of aggregates
(95% minimum in accordance with AASHTO T 195), and that allows the required compaction to
be achieved.
BID 8083 Miscellaneous Street Improvements Page 41 of 129
Subsection 401.16 is hereby revised to include the following:
The mixture shall be laid upon an approved surface, spread and struck off to provide for
drainage to the side(s) of the roadway with a minimum cross slope of two percent (2%) or as
directed by the Engineer.
In Subsection 401.17, first paragraph, delete the last two (2) sentences and replace with
the following:
When the mixture contains unmodified asphalt cement (PG 58-28, PG 58-22, or PG 64-22) or
modified (PG 58-34), and the surface temperature falls below 85°C (185 °F), no further
compaction effort will be permitted unless approved. If the mixture contains modified asphalt
cement (AC-20R, PG 76-28, PG 70-28, or PG 64-28) and the surface temperature falls below
110°C (230 °F), no further compaction effort will be permitted unless approved.
Subsection 401.17 is hereby revised to include the following:
All pneumatic tire rubbers shall be equipped with rubber skirts.
In Subsection 703.04 delete Table 703-3 and replace with Tables 703-3A and B as follows:
TABLE 703-3A
Master Range Table for Hot Bituminous Pavement (Grading S)
Sieve
Size
Percent by Weight
Passing Square
Mesh Sieves
Restricted Zone Boundary
(Guideline)
Minimum
Maximum
37.5 mm (11/2")
25.0 mm (r)
100
19.0 mm (3/4")
90 - 100
12.5 mm ('/2")
9.5 mm (/$,,)
4.75 mm (#4)
2.36 mm (#8)
23 - 49
34.6
34.6
1.18 mm (#16)
22.3
28.3
600 mm (#30)
16.7
20.7
300 mm (#50)
13.7
13.7
150 mm (#100)
75 mm (#200)
2 - 8
* These additional Form 43 Specification Screens will initially be established using values from
the As Used Gradation shown on the Design Mix.
BID 8083 Miscellaneous Street Improvements Page 42 of 129
TABLE 703-313
Master Range Table for Hot Bituminous Pavement (Grading SG)
Sieve
Size
Percent by
Weight Passing
Square Mesh
Sieves
Restricted Zone Boundary
(Guideline)
Minimum
Maximum
37.5 mm (1'/2")
100
25.0 mm (1 ")
90 - 100
19.0 mm (3/")
12.5 mm ('/2")
9.5 mm ( /8")
4.75 mm (#4)
39.5
39.5
2.36 mm (#8)
19 - 45
26.8
30.8
1.18 mm (#16)
18.1
24.1
600 mm (#30)
13.6
17.6
300 mm (#50)
11.4
11.4
150 mm (#100)
75 mm (#200)
1-7
* These additional Form 43 Specification Screens will initially be established using
values from the As Used Gradation shown on the Design Mix.
END OF SECTION
BID 8083 Miscellaneous Street Improvements Page 43 of 129
REVISION OF SECTION 403
HOT MIX ASPHALT
Section 403 of the Standard Specifications is hereby revised as follows:
Subsection 403.01 is revised to include the following:
Asphalt Patching — HBP Grading S & SX shall be used in locations as directed by the Engineer.
These quantities will be restricted to small areas which require hand placement methods and
conventional paving equipment cannot be utilized.
Hot Bituminous Pavement — This shall consist of constructing one or more courses of HBP
Grading S & SX over existing pavement or subgrade surfaces previously prepared by the
contractor or City of Fort Collins Crews. The unit cost for the pay items of 50 tons will be used
for quantities less than 400 tons. The unit cost for the pay item of 400 tons will be used for
quantities equal to or greater than 400 tons.
Subsection 403.02 is revised to include the following:
The design mix for hot mix asphalt shall conform to the following:
TABLE 403-1
Test
Value For Grading
Property
Method
SX (100)
S (75)
Air Voids, percent at:
CPL 5115
N (design)
3.5 — 4.5
3.5 — 4.5
Lab Compaction (Revolutions):
CPL 5115
N (design)
100
75
Stability, minimum
CPL 5106
28
28
Minimum % of the aggregate
retained on the 4.75 mm (No. 4)
sieve having at least 2
CP 45
60
60
mechanically induced fractured
faces
Accelerated Moisture
CPL 5109
Susceptibility Tensile Strength
Method B
80
80
Ratio Lottman), minimum
Minimum Dry Split Tensile
CPL 5109
205 (30)
205 (30)
Strength, kPa (psi)
Method B
Grade of Asphalt Cement, Top
PG 64-
La er
22
Grade of Asphalt Cement, Layers
PG 64-22
below Top
Voids in the Mineral Aggregate
CP 48
See able
T
See Table
(VMA) % minimum
Table
03-2
403-2
BID 8083 Miscellaneous Street Improvements Page 44 of 129
Voids Filled with Asphalt (VFA), Al MS-2 65-80 65-80
%
Dust to Asphalt Ratio
Fine Gradation CP 50 0.6 - 1.2 0.6 - 1.2
Coarse Gradation 0 0.8 - 1.6 0.8 - 1.6
Note: Al MS-2 = Asphalt Institute Manual Series 2
Note: The current version of CPL 5115 is available from the Region Materials Engineer.
Note: Mixes with gradations having less than 40% passing the 4.75 mm (No. 4) sieve
shall be approached with caution because of constructability problems.
Note: Gradations for mixes with a nominal maximum aggregate size of one -inch or
larger are considered a coarse gradation if they pass below the maximum density,
line at the #4 screen.
Gradations for mixes with a nominal maximum aggregate size of 3/ inch or smaller
are considered a coarse gradation if they pass below the maximum density line at
the #8 screen.
All mix designs shall be run with a gyratory compaction angle of 1.25 degrees and properties
must satisfy Table 403-1. Form 43 will establish construction targets for Asphalt Cement and all
mix properties at Air Voids up to 1.0 percent below the mix design optimum
Table 403-2
Minimum Voids in the Mineral Aggregate (VMA)
Nominal
Maximum Size*,
mm (inches)
***Design Air Voids **
3.5%
4.0%
4.5%
5.0%
37.5 (1'/2)
11.6
11.7
11.8
25.0(1)
12.6
12.7
12.8
19.0 (3/4)
13.6
13.7
13.8
N/A
12.5 ('/2)
14.6
14.7
14.8
9.5 (3%)
15.6
15.7
15.8
4.75 (No. 4)
16.6
16.7
16.8
16.9
* The Nominal Maximum Size is defined as one sieve
larger than the first sieve to retain more than 10%.
** Interpolate specified VMA values for design air voids
between those listed.
*** Extrapolate specified VMA values for production air
voids beyond those listed.
The Contractor shall prepare a quality control plan outlining the steps taken to minimize
segregation of HMA. This plan shall be submitted to the Engineer and approved prior to
beginning the paving operations. When the Engineer determines that segregation is
unacceptable, the paving shall stop and the cause of segregation shall be corrected before
paving operations will be allowed to resume.
BID 8083 Miscellaneous Street Improvements Page 45 of 129
The hot mix asphalt top layer shall not contain any reclaimed or recycled asphalt pavement
Hot mix asphalt for patching shall conform to the gradation requirements for Hot Mix Asphalt
(Grading S) (100).
To prevent stripping, a minimum of 1 percent hydrated lime by weight of the combined
aggregate shall be added to the aggregate for all hot mix asphalt.
Acceptance samples shall be taken at the location specified in Method B of CP-41.
Subsection 403.03 is revised to include the following:
The Contractor shall construct the work such that all roadway pavement placed prior to the time
paving operations end for the year, shall be completed to the full thickness required by the
plans. The Contractor's Progress Schedule shall show the methods to be used to comply with
this requirement.
Subsection 403.04 shall include the following:
Hot Bituminous Pavement Grading SX and S, will be measured by the ton and paid for at the
Contract Unit Price for Asphalt Patching and Hot Bituminous Pavement. Pavement cutting,
excavation, subgrade preparation, haul and disposal, bituminous materials, aggregate, asphalt
cement, asphalt recycling agent, additives, hydrated lime, and all other work necessary to
complete each hot bituminous pavement item will not be paid for separately but shall be
included in the unit price bid.
Load slips shall be consecutively numbered for each day and shall include batch time.
Subsection 403.05 is revised to include the following:
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ().
403-01 Asphalt Hand Patching — Grading S/SX-75 or S-100 (PG 64-22) (2"-3" Depth) —
(TON)
403-02 Hot Bituminous Pavement — Grading S-100 (PG 64-28) (2"-3" Depth) (Modified)
— (TON)
This pay item is for quantities less than 400 tons
403-03 Hot Bituminous Pavement — Grading S-100 (PG 64-28) (2"-3" Depth) (Modified)
— (TON)
This pay item is for quantities equal to or greater than 400 tons
403-04 Hot Bituminous Pavement — Grading S/SX-75 or S/SX-100 (PG 64-22) (2"-3"
Depth) — (TON)
This pay item is for quantities less than 400 tons
403-05 Hot Bituminous Pavement — Grading S/SX-75 or S/SX-100 (PG 64-22) (2"-3"
Depth) — (TON)
BID 8083 Miscellaneous Street Improvements Page 46 of 129
This pay item is for quantities equal to or greater than 400 tons
403-06 Asphalt Paver Patch — Grading S-100 (PG 64-28) (3" Depth) — (TON)
403-07 Asphalt Paver Patch — Grading S/SX-75 or S/SX-100 (PG 64-22) (3" Depth) —
(TON)
Aggregate, asphalt recycling agent, additives, hydrated lime, and all other work necessary to
complete each hot mix asphalt item will not be paid for separately, but shall be included in the
unit price bid. Asphalt cement used in Hot Mix Asphalt (Patching) will not be measured and
paid for separately, but shall be included in the work.
Excavation, preparation, and tack coat of areas to be patched will not be measured and paid for
separately, but shall be included in the work.
END OF SECTION
BID 8083 Miscellaneous Street Improvements Page 47 of 129
REVISION OF SECTION 412
PORTLAND CEMENT CONCRETE PAVEMENT
Section 412 of the Standard Specifications is hereby revised as follows:
Subsection 412.03 is revised to include the following:
Concrete pavement shall conform to Class "P" concrete as specified in Subsections 601.02 and
601.03. Class "P" concrete shall have a minimum 28-day field compressive strength of 4200 psi.
The Contractor shall submit a concrete mix design for Class "P" showing and establishing the
proportions of all the ingredients. The Contractor shall be responsible for all subsequent
adjustments necessary to produce the specified concrete mix. The Contractor shall submit a
new mix design based on the Class "P" requirements when a change occurs in the type of
cement, or sources of fly ash, or aggregate. The contractor may delete Class F fly ash and
also substitute Size 67 aggregate in lieu of the larger aggregate blend for the Class "P"
concrete only upon the approval of the mix design submitted to the Engineer.
The Contractor shall also submit a mix design for High Early Concrete. This mix shall have a
minimum 24-hour field compressive strength of 3000 psi and a minimum 28-day field
compressive strength of 4200 psi. This item shall be paid for by the cubic yard of concrete used.
It shall include supplying, placing, curing and texturing the high early concrete. Payment for the
cost of using high early concrete will be paid for by the cubic yard for the incremental increase in
cost and will be paid only when the Engineer requires use of high early concrete.
No concrete shall be placed until the applicable mix design and maturity relationship has been
submitted, reviewed and approved by the Engineer. Review and approval of the mix designs
by the Engineer will not constitute acceptance of the concrete. Acceptance shall be
based solely on the work conforming to the specifications and on satisfactory test
results of the concrete placed on this project.
Subsection 412.12 is revised to include the following:
Immediately following the burlap drag finish, the surface shall be given an "astroturf' drag finish.
Materials used for final finish shall be of such texture and weight to produce a uniform texture
similar to a broom type finish. Drags shall be full width of the new pavement and maintained in
acceptable condition as specified for "astroturf' drag finish.
Subsection 412.13 is revised to include the following:
The Contractor shall saw joints early enough to control or limit random cracking but not too early
as to create chipping along the sawed joint. Saw cutting will not be allowed between the
hours of 9:00 p.m. and 6:00 a.m. unless approved by the Engineer. Saw cutting joints shall
be included in this work and will not be paid for separately.
If the Contractor proposes variations from CDOT M Standards, it is requested that the
Contractor shall prepare a pavement joint and doweling layout for approval by the Engineer.
Subsection 412.17 is revised to include the following:
The concrete pavement smoothness shall meet the requirements of Category 4, Class I, as
BID 8083 Miscellaneous Street Improvements Page 48 of 129
shown in Table 412-1 for the Profilograph test.
Subsection 412.18 is revised to include the following:
Silicone joint sealant material: Concrete joints shall be sealed with an approved silicone joint
sealant material. A copy of the manufacturer's recommendations pertaining to the application of
the sealant shall be submitted to the Engineer for approval prior to the beginning of work, and
these recommendations shall be adhered to by the Contractor, with such exceptions as this
specification may require. The sealant material shall be applied into the joint using equipment
and techniques recommended by the joint sealant manufacturer. The Engineer may elect to
check for bonding or adherence to the sides of the joint. If the sealant does not bond to the joint,
the Contractor shall remove the joint sealant material and clean and reseal these joints in
accordance with the criteria outlined. Silicone joint sealing shall be included in this work and will
not be paid for separately.
Backer rod: Shall be a round, heat resistant material meeting the requirements set forth by the
joint sealant manufacturer. The Contractor shall submit the proposed material to the Engineer
for review and approval prior to use. The backer rod shall be placed in such a manner that the
grade for the proper depth of the sealant material is maintained. The depth of the sealant shall
be a maximum of inch.
The Contractor shall thoroughly clean the joint and adjacent pavement surface for a width of not
less than one inch (1") on each side of the joint of all scale, dirt, dust, residue, or any foreign
material that will prevent bonding of the joint sealant. This operation is to be accomplished by
immediately flushing the joints with water after sawing. The joints shall be sandblasted after they
have dried, just prior to sealing. After sandblasting, the joint shall be cleaned using compressed
air with a minimum pressure of 100 psi. The sandblasting and air cleaning shall be performed
on the same day as the backer rod placement and joint sealant application. Sealant shall not
commence for a minimum of 24 hours after sawing or a weather event without approval of the
Engineer.
Subsection 412.24 is revised to include the following:
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ().
412-01 Concrete Pavement (10") — (SY)
412-02 Concrete Pavement (8") — (SY)
The above prices and payment shall include full compensation for furnishing all labor, materials,
tools, equipment, and incidentals, and for doing all the work involved in placing concrete
pavement, complete -in -place, including haul, concrete materials, finishing the surface, saw
cutting the joints, curing, placing dowels, and sealing joints as shown on the plans, as specified
in these specifications, and as directed by the Engineer.
END OF SECTION
BID 8083 Miscellaneous Street Improvements Page 49 of 129
206-06
Structure Backfill Flow Fill
CY
50
$
206-07
Filter material 1-1/2 " washed rock
Ton
50
$
206-08
Dewatering (Min. 2" pump size)
Day
3
$
208-01
SWMP Permit
LS
1
$
208-002
Silt Fence Furnished And Installed
LF
100
$
208-003
Straw Bales (Weed Free) Furnished And Installed
EA
20
$
208-004
Soil Retention Blanket
SF
500
$
208-005
Erosion log (6" Diameter)
LF
50
$
208-006
Rock Sock
LF
25
$
208-007
Sand Bag
EA
200
$
208-008
Concrete Washout Structure
EA
1
$
208-009
Storm Drain Inlet Protection
EA
3
$
208-010
Stabilized Const. Entrance (70'x12')
EA
1
$
208-011
Sediment Removal and Disposal
CY
30
$
208-012
Erosion Control Supervisor
HR
25
$
210-01
Adjust Valve Box
EA
3
$
210-02
Adjust Manhole Ring/Cover
EA
2
$
210-03
Modify Manhole
EA
2
$
210-04
Relocate Fire Hydrant.
EA
1
$
210-05
Relocate Water Meter
EA
1
$
210-06
Relocate C.P. Test Station
EA
1
$
210-07
Irrigation Service (3/4"-1")
EA
2
$
210-08
Relocate Fence Various Types
LF
100
$
210-09
Relocate Mailbox
EA
2
$
BASES
304-01
Aggregate Base CL 5-6 CIP (6")
Ton
50
$
304-02
Shouldering Base Class 5-6- (4in) CIP
Ton
50
$
304-03
Patch Placement Base CL-5-6 (6") CIP
Ton
50
$
306-01
Reconditioning (8")
SY
50
$
PAVEMENTS
403-01
Asphalt Hand Patching — Grading S/SX-75 or S-100 (PG 64-22) (2"-3" Depth)
Ton
3
$
403-02
Hat Bituminous Pavement - Grading S-100 (PG 64-28) (2"-3" Depth) (Modified)
Ton
50
$
403-03
Hot Bituminous Pavement - Grading S-100 (PG 64-28) (2"-3" Depth) (Modified)
Ton
400
$
403-04
Hot Bituminous Pavement - Grading S/SX-75 or S/SX-100 (PG 64-22) (2"-3" Depth)
Ton
50
$
403-05
Hot Bituminous Pavement- Grading S/SX-75 or S/SX-100 (PG 64-22) (2"-3" Depth)
Ton
400
$
403-06
Asphalt Paver Patch - Grading S-100 (PG 64-28) (3" Depth)
Ton
25
$
BID 8083 Miscellaneous Street Improvements Page 5 of 129
REVISION OF SECTION 420
GEOSYNTHETICS
Section 420 of the Standard Specifications is hereby revised as follows:
Subsection 420.01 is revised to include the following:
This work shall consist of furnishing and installing geotextile and geogrid stabilization material
and geotextile paving fabric.
Subsection 420.02 is revised to include the following:
All geogrid or geotextile fabric shall be installed according to the manufacturer's
recommendations and as directed by the Engineer. The geotextile stabilization fabric shall be
Typar 3801 or approved equal. The geogrid reinforcement mat shall be Tensar Structural
Geogrid BX1100 or approved equal. The geotextile paving fabric shall be as manufactured by
Phillips Fibers Corporation, Hoechst Fibers Industries, Amoco Fabrics Company, or an
approved equal.
The tack coat to be applied to the road surface and/or to the Geotextile Paving Fabric shall meet
the following requirements:
Asphalt Cement AC-20
NOTE: Emulsified and/or Cutback Asphalt shall not be used as tack coat for Geotextile
Paving Fabric.
Surface preparation: The pavement to be repaired shall be cleaned and free of dirt, dust,
water and vegetation. Cracks shall be cleaned and filled in accordance with "Revision of Section
403, Crack Sealing" of these Specifications if required. If the crack filling materials contain
volatiles, adequate curing time must be allowed prior to placement of the fabric. The pavement
must be cleared of all sharp or angular protrusions.
Application of Tack Coat: The tack coat shall be applied at a rate in accordance with the
manufacturer's specifications (approximately 0.25 gal./sq. yd). Application must be by a
distributor. Temperature of the tack coat must be sufficiently high to permit a uniform spray
pattern. The maximum asphalt temperature shall be 3000 F.
Geotextile Paving Fabric Placement: The Geotextile Paving Fabric shall be placed into the
tack coat with a minimum of wrinkles.
If Geotextile Paving Fabric folds greater than one inch (1") occur, the Geotextile Paving Fabric
shall be slit and allowed to lie flat. Additional tack coat shall be placed as required to insure
fabric bonding.
If Geotextile Paving Fabric is placed adjacent to patched sections of roadway, the fabric shall
overlap said patched section a minimum of twelve (12) inches.
All joints shall overlap adjacent fabric approximately two to six (2-6) inches.
Transverse joints of the Geotextile Paving Fabric shall be shingled in the direction of the
BID 8083 Miscellaneous Street Improvements Page 50 of 129
paving to prevent edge pickup by the paver.
Additional tack coat shall be uniformly applied to the joints and overlaps to insure bonding.
It shall be the Contractors responsibility to maintain the Geotextile Paving Fabric until the
overlay is complete. If the Geotextile Paving Fabric begins to be picked up, the Contractor shall
immediately broadcast sand or hot mix asphalt over the area or "skin" the Geotextile Paving
Fabric with Hot Bituminous Pavement Grading S or SX. Excess sand or hot mix shall be
removed before paving. Sand used for this purpose will not be measured and paid for
separately under the terms of this contract. Hot Bituminous Pavement Grading S or SX used for
this purpose will be measured and paid for at their respective contract unit prices per ton.
Geotextile Paving Fabric shall be clean, dry and sufficiently bonded to the tack coat prior to
commencing the paving operations. Paving operations shall be completed the same day as the
Geotextile Paving Fabric placement.
Subsection 420.09 is revised as follows:
The geotextile and geogrid stabilization fabric and geotextile paving fabric shall be measured in
the field and paid for by the square yard of material installed — complete in place. The paving
fabric shall include surface preparation and AC-20 tack coat.
Subsection 420.10 is revised as follows:
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ().
420-01 Geotextile Stabilization Fabric — (SY)
420-02 Geogrid Reinforcement — (SY)
420-03 Geotextile Paving Fabric — (SY)
The above prices and payment shall include full compensation for furnishing all labor, materials,
tools, equipment, and incidentals, and for doing all the work involved in placing tack coat and
Geotextile Paving Fabric, stabilization fabric, including haul and bituminous materials, complete -
in -place, as shown on the plans, as specified in these specifications, and as directed by the
Engineer.
END OF SECTION
BID 8083 Miscellaneous Street Improvements Page 51 of 129
REVISION OF SECTION 506
RIPRAP
Section 506 of the Standard Specifications is hereby revised as follows:
Subsection 506.01 is revised to include the following:
This work consists of the construction of riprap sections with riprap, Type II bedding and
covered with topsoil in accordance with these specifications and in conformity with the lines and
grades shown on the plans or established.
Subsection 506.02 is revised to include the following:
Color of buried riprap shall be approved by the Engineer. Exposed riprap shall be gray to blue
gray in color or as approved by the Engineer. Pink riprap may be used if it is buried and
approved by the Engineer prior to placement.
Rock used for riprap shall be hard, durable, angular in shape and free from cracks, over -burden,
shale and organic matter. Thin, slab type stones, rounded stones and flaking rock shall not be
used. Removed concrete shall not be used for riprap without specific written approval by
the Engineer. Service records of the proposed material will be considered by the Engineer in
determining the acceptability of the rock. Neither breadth nor thickness of a single stone shall be
less than one-third (1/3) its length.
Bedding material shall conform to the specification for Type II Filter material as per the City of
Fort Collins Storm Drainage Design Criteria and Construction Standards (Table 12-3) or CDOT
Class A filter material (Section 703.09).
Subsection 506.03 is revised to include the following:
Wherever possible, the excavation for the riprap sections shall be undisturbed material, or
where this is not possible, the underlying materials shall be compacted to 95% of maximum
density as determined by ASTM D 698. The bottom of the excavation shall have a uniform
slope, be reasonably smooth, free from mounds and windows and free of debris prior to placing
the filter material.
Bedding material shall be placed on top of the subgrade material prior to riprap installation at all
locations of riprap sections shown on the plans. The layer shall be shaped to provide the
minimum thickness of bedding material as shown on the details of the plans.
Riprap material shall be placed immediately after the bedding material is placed and in a
manner to provide a well -graded mass of stone with minimum voids. Riprap may be machine -
placed with sufficient handwork to minimize disturbance of the bedding material layer. This
material shall be placed to the required thickness and grade shown on the details of the plans.
Topsoil material shall be used to backfill and bury the entire riprap bed area and compacted to
insure thorough settling of the topsoil within the rock voids. The top three inches (Y) of the
topsoil shall be loosely placed. This material shall be placed to the required thickness as shown
on the details of the plans. The contractor shall utilize, when appropriate, existing topsoil
on site.
BID 8083 Miscellaneous Street Improvements Page 52 of 129
Subsection 506.04 is revised to include the following:
Riprap sections specified in the plans will be paid for at the contract unit price per ton. The unit
price bid shall include all costs associated with installation of the bedding material, riprap and
topsoil including excavating for the placement of these materials, all materials, delivery,
stockpiling and handling of the riprap.
Subsection 506.05 is revised to include the following:
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ().
506-01 Riprap — (TON)
The above prices and payment shall include full compensation for furnishing all labor, materials,
tools, equipment, and incidentals, and for doing all the work involved in excavating, placing
riprap, bedding and topsoil, complete -in -place, including haul and stockpile of materials,
handling of the riprap and finish grading of the surface as shown on the plans, as specified in
these specifications, and as directed by the Engineer.
END OF SECTION
BID 8083 Miscellaneous Street Improvements Page 53 of 129
REVISION OF SECTION 514
PEDESTRIAN AND BIKEWAY RAILING
Section 514 of the Standard Specifications is hereby revised as follows:
Subsection 514.01 is revised to include the following:
The Bridge Rail, Bridge Rail Post and Masonry will follow the Larimer County Urban Area Street
Standards design figure 11-8, "Bridge Railing / Parapet Wall Configuration Detail", dated April 1,
2007. This detail is attached at the end of the contract specifications.
Subsection 514.07 is revised to include the following:
The Bridge Rail will be painted steel and measured by the linear foot from end to end of the
railing and will include both handrails. Separate payment will not be made for each handrail. The
Contractor is responsible for the layout and field measurement prior to manufacturing.
The Bridge Rail Post will be measured as each and shall include fastening to the Bridge Rail
and the parapet wall, by methods approved by the Engineer.
The Masonry work will be measured by the square foot for placement of the brick and/or stone
on the face of the parapet wall. The Masonry work will also conform to Section 704 (Masonry
Units) of the Standard Specifications, and as directed by the Engineer.
The accepted quantities will be paid for at the contract unit price.
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ().
514-01 Bridge Rail — (LF)
514-02 Bridge Rail Post — (EA)
514-03 Masonry — (SF)
The above prices and payment shall include full compensation for furnishing all labor, materials,
tools, equipment, and incidentals, and for doing all the work involved, as specified in these
specifications, and as directed by the Engineer.
END OF SECTION
BID 8083 Miscellaneous Street Improvements Page 54 of 129
REVISION OF SECTION 601
STRUCTURAL CONCRETE
Section 601 of the Standard Specifications is hereby revised as follows:
Subsection 601.01 is revised to include the following:
The accepted quantities will be paid for at the contract unit price.
Subsection 601.01 is revised to delete the following:
Applying an approved colored Structural Concrete Coating to them.
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ().
601-01 Concrete, Class D (Box Culvert) — (CY)
601-02 Concrete, Class D (Wall) — (CY)
END OF SECTION
BID 8083 Miscellaneous Street Improvements Page 55 of 129
REVISION OF SECTION 602
REINFORCING STEEL
Payment will be made under:
Pav Item and Pav Unit
The pay unit is denoted by ().
602-01 Reinforcing Steel — (LB)
602-03 Reinforcing Steel (Epoxy Coated) — (LB)
END OF SECTION
BID 8083 Miscellaneous Street Improvements
Page 56 of 129
REVISION OF SECTION 603
CULVERTS AND SEWERS
Section 603 of the Standard Specifications is hereby revised as follows:
Subsection 603.01 is revised to include the following:
This work shall consist of the construction and reconstruction of reinforced concrete pipe, pipe
encasement, pipe connections, and joint encasement in accordance with the plans,
specifications, and the City of Fort Collins Storm Drainage Design Criteria and Construction
Standards. It shall be the Contractor's responsibility to purchase and familiarize themselves with
these specifications. The Contractor shall include in the Work Order all the necessary items to
complete the Work including but not limited to excavation, bedding, backfill, and compaction.
The accepted quantities will be paid for at the contract unit price.
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ().
603-01 12" CMP — (LF)
603-0212" CMP FES — (EA)
603-0324" CMP — (LF)
603-04 24" CMP FES — (EA)
603-0512" Class III RCP — (LF)
603-0615" Class III RCP — (LF)
603-0718" Class III RCP — (LF)
603-08 21 " Class I I I RCP — (LF)
603-09 24" Class III RCP — (LF)
603-10 27" Class III RCP — (LF)
603-11 30" Class III RCP — (LF)
603-12 36" Class I I I RCP — (LF)
603-1342" Class III RCP — (LF)
603-1412" Class III RCP FES — (EA)
603-1515" Class III RCP FES — (EA)
603-1618" Class III RCP FES — (EA)
603-1721" Class III RCP FES — (EA)
603-18 24" Class II I RCP FES — (EA)
603-19 27" Class III RCP FES — (EA)
603-20 30" Class II I RCP FES — (EA)
603-21 36" Class III RCP FES — (EA)
BID 8083 Miscellaneous Street Improvements Page 57 of 129
603-2242" Class III RCP FES — (EA)
603-2324" x 38" Class IV RCP — (LF)
603-2424" x 38" Class IV RCP FES — (EA)
603-2514" x 23" Class IV RCP — (LF)
603-2614" x 23" Class IV RCP FES — (EA)
603-27 Trash Rack (Various Sizes) — (EA)
603-2815" ADS N-12 — (LF)
603-2915" ADS FES — (EA)
603-3018" ADS N-12 — (LF)
603-31 18" ADS FES — (EA)
603-32 24" ADS N-12 — (LF)
603-33 24" ADS FES — (EA)
603-34 36" ADS N-12 — (LF)
603-35 36" ADS FES — (EA)
603-364" PVC Irrigation Pipe (SCH-200) — (LF)
603-374" Sanitary Sewer Service (SDR-35) — (LF)
603-386" PVC Sanitary Sewer (SDR-35) — (LF)
603-39 8" PVC Sanitary Sewer (SDR-35) — (LF)
603-40 Concrete Encasement — (EA)
603-41 Concrete Cut Off Walls (Ditch Xing) — (EA)
603-42 Pipe Headwall — (EA)
603-434" Median Underdrain Pipe Perforated — (LF)
603-444' Median Underdrain Pipe Solid — (LF)
603-454" Clean Out — (EA)
The above prices and payments shall include full compensation for furnishing all labor,
materials, tools, equipment, and incidentals and for doing all Work involved in installing pipe and
encasing joints, complete in -place, as shown on the plans, as specified in these specifications,
and as directed by the Engineer. Concrete and/or Asphalt patching will be paid for separately
under the appropriate item.
END OF SECTION
BID 8083 Miscellaneous Street Improvements Page 58 of 129
REVISION OF SECTION 604
MANHOLES, INLETS, AND METER VAULTS
Section 604 of the Standard Specifications is hereby revised as follows:
Subsection 604.01 is revised to include the following:
This work shall consist of the construction of manholes, CDOT Type 'R' inlets, area inlets, and
providing and maintaining erosion control, in accordance with the plans, specifications, and the
City of Fort Collins Storm Drainage Design Criteria and Construction Standards. It shall be the
Contractor's responsibility to purchase and familiarize themselves with these specifications. The
Contractor shall include the cost of excavation, backfill, compaction, installation and
maintenance of erosion control into each item listed in this section.
The Contractor shall clean all sediment caught in the storm sewer system due to this project.
The frequency of the cleaning shall be at the direction of the Engineer. The Contractor will not
be allowed to flush the pipes with water. All Erosion Control Devices, Materials, and Techniques
required to prevent damage to the storm water facilities as outlined in the City of Fort Collins
Standards will be considered incidental to the Work, and shall be included in the price. No
measurement for payment shall be made for maintenance of Erosion Control devices.
Subsection 604.02 is revised to include the following:
Proportioning shall conform to the requirements for Class B concrete as described in Section
601.
Subsection 604.08 is revised to include the following:
The accepted quantities will be paid for at the contract unit price.
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ().
604-01 Type 3 Single Inlet (EA)
604-02Type 3 Double Inlet (EA)
604-035' Type R Inlet (EA)
604-0410' Type R-Inlet — (EA)
604-0515' Type R-Inlet — (EA)
604-06 Combination Type 13 Inlet (EA)
604-07 COFC Single Inlet (Area Inlet) (EA)
604-084' Diameter Manhole (EA)
604-09 5' Diameter Manhole (EA)
604-10 5' Diameter Manhole Drop (EA)
604-11 6' Diameter Manhole (EA)
BID 8083 Miscellaneous Street Improvements Page 59 of 129
403-07
Asphalt Paver Patch -Grading S/SX-75 or S/SX-100 (PG 64-22) (3" Depth)
Ton
25
$
412-01
Concrete Pavement 10"—Class P
SY
75
$
412-02
Concrete Pavement 8" — Class P
SY
175
$
420-01
Geotextile Stabilization Fabric
SY
50
$
420-02
Geogrid Reinforcement
SY
50
$
420-03
Geotextile Paving Fabric
SY
50
$
STRUCTURES
506-01
Riprap
TON
10
$
514-01
Bridge Rail
LF
30
$
514-02
Bridge Rail Post
EA
4
$
514-03
Masonry
SF
50
$
MISCELLANEOUS CONSTRUCTION
601-01
Concrete, Class D (Box Culvert)
CY
12
$
601-02
Concrete, Class D (Wall)
CY
12
$
602-01
Reinforcing Steel
LB
500
$
602-02
Reinforcing Steel (Epoxy Coated)
LB
500
$
603-01
12" CMP
LF
27
$
603-02
12" CMP FES
EA
2
$
603-03
24" CMP
LF
30
$
603-04
24" CMP FES
EA
2
$
603-05
12" Class III RCP
LF
30
$
603-06
15' Class III RCP
LF
30
$
603-07
18" Class III RCP
LF
30
$
603-08
21" Class III RCP
LF
30
$
603-09
24" Class III RCP
LF
80
$
603-10
27" Class III RCP
LF
30
$
603-11
30" Class III RCP
LF
30
$
603-12
36" Class III RCP
LF
30
$
603-13
42"Class III RCP
LF
30
$
603-14
12 RCP Class III FES
EA
2
$
603-15
15' RCP Class III FES
EA
2
$
603-16
18" RCP Class III FES
EA
2
$
603-17
21" RCP Class III FES
EA
2
$
603-18
24" RCP Class III FES
EA
2
$
603-19
27" RCP Class III FES
EA
2
$
603-20
30" RCP Class III FES
EA
2
$
BID 8083 Miscellaneous Street Improvements Page 6 of 129
The above prices and payments shall include full compensation for furnishing all labor,
materials, tools, equipment, and incidentals and for doing all work involved in constructing inlets,
constructing manholes, and installing and maintaining erosion control, complete -in -place, as
specified in these specifications, and as directed by the Engineer.
END OF SECTION
BID 8083 Miscellaneous Street Improvements Page 60 of 129
REVISION OF SECTION 607
FENCES
Section 607 of the Standard Specifications is hereby revised as follows:
Subsection 607.01 is revised to include the following:
Temporary Fence — This work shall consist of installing `Corral Panels' with or without Screen
inserts (`Hog' panels) as directed by the engineer. The unit price for Temporary Fence, per
lineal foot, shall include the installation, maintenance during the project and the removal of
fence during the project. This means any fencing that is damaged due to construction activities
shall be repaired to the satisfaction of the City Engineer at the Contractor's expense.
8' Privacy Fence — This work shall consist of constructing an 8' fence with Premium cedar
materials, including 4" X 4" posts 8 feet on center, 3 - 2" X 4" rails per section and V X 6" Dog-
eared pickets.
6' Privacy Fence — This work shall consist of constructing a 6' fence with Premium cedar
materials, including 4" X 4" posts 8 feet on center, 3 - 2" X 4" rails per section and 1" X 6" Dog-
eared pickets.
Orange Safety Fence - This work shall consist of installing orange safety fence to create a safe
work zone. The fence will remain in place until the contractor is instructed to remove it by the
City Engineer. It shall be the responsibility of the Contractor to maintain this fence during the
entire length of the project.
Subsection 607.04 is revised to include the following:
The accepted quantities will be paid for at the contract unit price.
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ().
607-01 Temporary Fence — Corral Fence (LF)
607-02 Temporary Fence — Corral Panel & Screen — (LF)
607-03 Privacy Fence 8' Cedar — (LF)
607-04 Privacy Fence 6' Cedar — (LF)
607-05 2 Rail Split Fence (LF)
607-06 3 Railed Dowel Fence — (LF)
607-074 Strand Barbed Wire Fence — (LF)
607-08 Orange Safety Fence — (LF)
The above prices and payments shall include full compensation for furnishing all labor,
materials, tools, equipment, and incidentals and for doing all work listed above: complete in
place, as specified in these specifications, and as directed by the Engineer.
END OF SECTION
BID 8083 Miscellaneous Street Improvements Page 61 of 129
REVISION OF SECTION 608
SIDEWALKS AND DECORATIVE CROSSWALKS
Section 608 of the Standard Specifications is hereby revised for this project as follows:
Subsection 608.01 is revised to include the following:
This work shall consist of the construction of concrete sidewalks, pedestrian access ramps,
driveways, crosspans, and drive approaches, in accordance with the plans and specifications.
Required saw cutting will be incidental to the work and will not be measured or paid for
separately. The use of aggregate base material for fine grading or over excavated areas will not
be paid for separately; it is incidental to the construction of the walk.
Subsection 608.02 is revised to include the following:
Proportioning shall conform to the requirements for Class "B" concrete as described in Section
601 with the exception the minimum 28 day compressive strength shall be 4500 psi.
The Contractor shall also submit a mix design for High Early Concrete. This mix shall have a
minimum 24-hour compressive strength of 3000 psi and a minimum 28-day compressive
strength of 4500 psi. It shall include supplying, placing, curing and texturing the high early
concrete. The price shall apply to all Sections including Section 412, 608 and 610. Payment for
extra cost of using high early concrete will be paid for by the cubic yard for the
incremental increase in costs and will be paid only when the Engineer requires use of
high early.
Flowable Fill Concrete — also called Non -Shrink backfill or Unshrinkable Fill — shall be a
Portland Cement Concrete Mix. The cement shall conform to the Standard Specifications for
Portland Cement, ASTM C 150-85, Type 1/II. The minimum 24-hour strength shall be 10-psi and
the maximum 28 day strength, 60 psi. The maximum aggregate size shall be one inch (1 "). The
minimum slump shall be six inches (6") and the maximum, eight inches (8"). The non -shrink
backfill shall be consolidated with a mechanical vibrator. Payment of using flowfill will be paid for
by the cubic yard and only when used as required by the Engineer.
Subsection 608.04 is revised to include the following:
Colored Concrete Bike Path (5" thick with Fibermesh) (Yosemite Brown) — The colored
concrete bike path shall be reinforced with fibermesh. The concrete used shall be colored with
two (2) lbs. of Davis Color No. 641, Yosemite Brown, or equivalent, per sack of cement. The
surface of the colored concrete shall be sealed and protected from drying by applying a thin
coat of Davis W-1000 Clear Cure and Seal or approved equal.
Pedestrian Refuge Islands — will consist of hand forming and monolithically placing concrete
for the crosswalk area and outflow curb and gutter including the curb head for the island nose
and median. The monolithic refuge island shall be constructed after the straight sections of
median outflow curb and gutter are placed on each side of the median. The crosswalk area shall
be six inches (6") thick. All labor, materials, equipment and incidentals required to construct this
item including the crosswalk, gutter portion and curb heads, complete -in -place, shall be included
in the unit price. This item will be measured in the field, and will be paid for by the square foot
(SF). The median hardscape/splash block and the refuge island nose hardscaping will be
exposed aggregate concrete and will be paid for at the contract unit price for Exposed
BID 8083 Miscellaneous Street Improvements Page 62 of 129
Aggregate Concrete (Section 610).
Subsection 608.05 is revised to include the following:
The following items: Concrete Driveway (6"), Sidewalk (6"), Sidewalk (4"), Access Ramps with
Truncated Domes (6"), Drive Approach (8"), Drive Over Curb and Sidewalk (6"), Concrete
Crosspan/Apron (10"), Concrete Trickle Pan (4' wide x 8" thick), Colored Concrete Bike Path 5"
Fibermesh and Yosemite Brown, and Bus Stop Pad (8") will be measured by the square foot of
finished flatwork. The price for the Access Ramps (6") shall include the truncated domes
as described in section 610. Ramp area shall be measured from the back of the curb to the
back of the walk from point of curb return to point of curb return.
Subsection 608.06 is revised to include the following:
The accepted quantities will be paid for at the contract unit price.
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ().
608-01 Concrete Sidewalk (4") — (SF)
608-02 Concrete Sidewalk (6") — (SF)
608-03 Concrete Access Ramps with Approved Truncated Domes (6") — (SF)
608-04 Concrete Drive Approach (8") — (SF)
608-05 Drive Over Curb and Sidewalk (6") — (SF)
608-06 Concrete Crosspan and Apron (10") — (SF)
608-07 Concrete Trickle Pan (4' wide x 8" thick) — (SF)
608-08 Colored Concrete Bike Path (5" with Fibermesh) (Yosemite Brown) — (SF)
608-09 Bus Stop Pad (8") — (SF)
608-10 Pedestrian Refuge Island (6") — (EA)
608-11 High Early Concrete (24hr) — (CY)
608-12 Flowable Fill Concrete — (CY)
The above prices and payments shall include full compensation for furnishing all labor,
materials, tools, equipment, and incidentals, and for doing all work involved in constructing
concrete sidewalks, miscellaneous flatwork, access ramps, drive approaches, and driveways,
complete -in -place, including haul, concrete materials, finishing the surface, saw cutting joints,
curing, placing dowels, and sealing joints as shown on the plans, as specified in these
specifications, and as directed by the Engineer.
END OF SECTION
BID 8083 Miscellaneous Street Improvements Page 63 of 129
REVISION OF SECTION 608
EXPOSED SAND FINISHED CONCRETE
PARTIGENERAL
1.1 SECTION INCLUDES
A. Full depth Exposed Sand Finish Concrete.
1.2 DESCRIPTION — Exposed Sand Finish Concrete Includes:
A. Materials: concrete, integral color, surface treatment.
B. Pressurized cleaning equipment
C. Concrete placement and finish
D. Surface treatment
E. Sealer Application
1.3 SUBMITTALS
A. Submit samples as required showing color, finish and sealer
B. Color chart
C. Product data
D. Equipment data
1.4 CONTRACTOR
A. Cast -in -place Exposed Sand Finish Concrete is to be installed by a concrete
contractor with a minimum of 5 years experience installing Exposed Sand Finish
Concrete. The contractor shall submit a list of several prior installations for the
customer to view in order to evaluate the overall level of quality and expertise
demonstrated by the contractor.
B. Contractor to place a 6'x6' on -site referee sample indicating consistency, expansion
joints, control joints and caulking.
PART 2 PRODUCTS
2.1 CONCRETE
A. Mix Design
a. Concrete shall have a minimum of 4,000 psi (per LCUASS) or as required
by local building codes or industry standards, whichever is higher
b. Portland Cement shall conform to ASTM C150, C595 or C1157
depending on soil conditions.
C. Aggregate shall conform to ASTM C33
d. Air entrainment shall conform to ASTM C260
BID 8083 Miscellaneous Street Improvements Page 64 of 129
2.2 TEXTURE AND SEALING MATERIALS
A. CHI 027 Surface Treatment or approved equivalent will be used for creating the
texture. The owner will specify to what depth or penetration the retarder is expected
to be utilized.
B. Slabs shall be sealed in accordance with the manufacture's recommendations.
PART 3 EXECUTION
3.1 INSTALLATION
A. The area to receive Exposed Sand Finish concrete shall have the sub -grade prepared
as required as for any concrete slab on grade.
B. The formwork shall be installed in accordance with the drawings. The slab thickness
shall be consistent with that of ordinary concrete slabs under the same conditions.
C. Provide reinforcement as specified.
D. Control joints and/or expansion joints shall be provided in accordance with the
drawings and the guidelines established by the American Concrete Institute. As with
any concrete slab, concrete usually contains construction joints, control joints and
expansion joints. The contractor shall advise and work with the architect/engineer to
determine the best location for these joints to minimize the visibility of the joints and to
minimize unsightly cracking.
E. All concrete flatwork shall be performed under the direct supervision of a Craftsman
holding the following certificate: American Concrete Institute (ACI) Concrete Flatwork
Finisher and Technician (ACICFFT) or approved substitute. A minimum of one certified
Craftsman is required at each finishing operation
F. The concrete shall be placed and screeded to the finished grade. All Exposed Sand
Finish surface must be tooled with a concrete roller tamp prior to float and steel fresno
finishing techniques. Any deviation from this process must be approved 48 hours prior
to scheduled placement of fresh concrete.
G. Surface Treatment will be applied and cleaned off with proper equipment.
H. After the initial curing period the surface of the slab shall be sealed.
3.2 INSTALLATION TOLERANCES
A. Uniformly finish the concrete surface
B. Uniformly apply the CHI 027 surface treatment
C. Install control joints in a timely manner to minimize random cracking.
D. Remove the surface down to the fine aggregate using pressurized equipment.
Care is to be taken in not leaving any deep or shallow inconsistencies in the overall
Exposed Sand Finish
E. Evenly apply the recommended sealer
F. Clean up project site
BID 8083 Miscellaneous Street Improvements Page 65 of 129
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ( )
608-13 Exposed Sand Finish Concrete — (CY)
END OF SECTION
BID 8083 Miscellaneous Street Improvements Page 66 of 129
REVISION OF SECTION 609
CURB AND GUTTER
Section 609 of the Standard Specifications is hereby revised as follows:
Subsection 609.01 is revised to include the following:
This work shall consist of the construction of cast in place vertical (6") curb and gutter, (6")
outfall curb and gutter (1-ft pan), and rollover curb in accordance with the details and these
specifications. The unit price bid per linear foot of curb and gutter, no sidewalk, includes
construction of curb and gutter sections, complete and in place, measured along the flow line.
Removal of curb and gutter is not included in this section, but will be measured and paid
separately as described in Section 202.
It is the Contractor's responsibility to adequately protect their Work from damage by weather,
vandalism, or other causes until such time as it is accepted by the City. If traffic control devices
are used to protect the work, they shall not be paid for separately, but shall be included in the
work.
Subsection 609.02 is revised to include the following:
Proportioning shall conform to the requirements for Class "B" concrete as described in Section
601 with the exception the minimum 28 day compressive strength shall be 4500 psi.
Subsection 609.06 is revised to include the following:
Driveway Curb Cut — This work will consist of all form work and labor necessary to install curb
cuts for sidewalks crossings, driveways, etc. and will be paid for as each.
Subsection 609.07 is revised to include the following:
The accepted quantity of curb and gutter will be paid for at the contract unit price per linear foot.
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ().
609-01 Remove and Replace Concrete Curb and Gutter — (LF)
609-02 Vertical Curb and Gutter (30") - (LF)
609-03Outfall Curb and Gutter (18") - (LF)
609-04 Rollover Curb and Gutter — (LF)
609-05 Driveway Curb Cut — (EA)
609-06 Asphalt Curb — (LF)
The above prices and payments shall include full compensation for furnishing all labor,
materials, tools, equipment, and incidentals, and for doing all work involved in constructing
vertical curb and gutter, variable height curb and gutter, concrete median curb, complete -in -
place, including haul, concrete materials, finishing the surface, saw cutting joints, curing, placing
BID 8083 Miscellaneous Street Improvements Page 67 of 129
dowels, and sealing joints as shown on the plans, as specified in these specifications, and as
directed by the Engineer.
END OF SECTION
BID 8083 Miscellaneous Street Improvements Page 68 of 129
REVISION OF SECTION 610
DECORATIVE CONCRETE
Section 610 of the Standard Specifications is hereby revised for this project to include
Subsection 610.01 is revised to include the following:
This work shall consist of the construction of stamped colored concrete, exposed aggregate
concrete, and installation of pavers using an epoxy adhesive on a four inch (4") concrete base in
accordance with the plans and these specifications.
Subsection 610.02 is revised to include the following:
Colored Concrete Flatwork: Proportioning shall conform to the requirements for Class "B"
concrete as described in Section 601 with the exception the minimum 28 day compressive
strength shall be 4500 psi.
Colored Concrete for Access Ramps shall not be paid for separatelV but shall be included in the
arice for Access Ramps (6') - SF as described in Section 608 of these specifications.
Truncated Domes for Access Ramps shall not be paid for separately but shall be included in the
price for Access Ramps (6') - SF as described in Section 608 of these specifications.
The colored portion of the ramp may be constructed using one of two methods. (1) The ramp
shall be poured monolithically and colored with Conspec - Dry Shake Hardener - Conshake 600,
or an approved equivalent. Or (2), the colored portion of the ramp shall be poured separately
using concrete colored with three (3) pounds of Davis Color No. 1117, "Tile Red", or an
approved equivalent. The surface of the colored concrete shall be sealed and protected from
drying by applying a thin coat of Davis W-1000 Clear Cure and Seal, or approved equal. Prior to
construction of the ramps a sample must be submitted showing the color and a minimum
penetration of 1/8 inch of color. The sample must be approved by the Engineer.
Construction joints subjected to possible damage by water, as determined by the Engineer,
shall be widened, cleaned and sealed with an approved silicone joint sealant material.
Exposed Aggregate Concrete: The Exposed Aggregate Concrete shall be Class "EA"
concrete integrally colored with 1 % lbs. of Davis Color No. 5237 "San Diego Buff' per sack of
cement. The surface of the Exposed Aggregate Concrete shall be sealed and protected from
drying by applying Davis W-1000 Clear Cure and Seal, or approved equal. "San Diego Buff'
shall be used for all exposed aggregate concrete in the median.
Patterned Concrete (Stamped): This item will consist of furnishing Colored Concrete 6"
thickness and stamping to match existing stamped concrete in repaired areas. The color will be
determined by the Engineer.
Interlocking Sidewalk Pavers — Type 1: This item will consist of furnishing brick pavers
manufactured by the Pavestone Company, 9401 East 96th Avenue, Henderson, Colorado,
80640, or engineer approved equal. Samples of the brick pavers will be submitted to the City for
approval prior to construction. The pavers will conform to the following: Type ASTM C936-82
Hydraulically pressed concrete of 8000 psi minimum, 28 day strength. The freeze/thaw
requirements shall conform to Section 8 of ASTM C-67-73. Air entrainment shall be 5%-7%.
BID 8083 Miscellaneous Street Improvements Page 69 of 129
603-21
36" RCP Class III FES
EA
2
$
603-22
42" RCP Class III FES
EA
2
$
603-23
24N 38" RCP
LF
30
$
603-24
24"x 38" RCP- FES
EA
2
$
603-25
14" x2Y RCP
LF
30
$
603-26
14"x 23" RCP FES
EA
2
$
603-27
Trash Rack
EA
2
$
603-28
15" ADS N-12
LF
30
$
603-29
15" ADS FES
EA
2
$
603-30
18" ADS Pipe N-12
LF
30
$
603-31
18" ADS FES
EA
2
$
603-32
24" ADS PipeN-12
LF
30
$
606-33
24" ADS FES
EA
2
$
603-34
36" ADS Pipe N-12
LF
30
$
603-35
36" ADS FES
EA
2
$
603-36
4" PVC Irrigation Pipe( SCH-200)
LF
30
$
603-37
4" Sanitary Sewer Service (SDR-35)
LF
30
$
603-38
6" Pvc Sanitary Sewer
LF
30
$
603-39
8" Pvc Sanitary Sewer (SDR-35)
LF
30
$
603-40
Concrete Encasement
LF
20
$
603-41
Concrete Cut Off Walls (ditch crossing)
EA
2
$
603-42
Pipe Headwall
EA
2
$
603-43
4" Median Underdrain Pipe Perforated
LF
30
$
603-44
4" Median Underdrain Pipe Solid
LF
30
$
603-45
4" Clean Out
EA
2
$
604-01
Type 3 Single Inlet
EA
2
$
604-02
Type 3 Double Inlet
EA
2
$ -
640-03
S Type R Inlet
EA
2
$
604-04
10' Type R Inlet
EA
2
$
604-05
15' Type R Inlet
EA
2
$
604-06
Combination Type 13 Inlet
EA
2
$
604-07
COFC Single Inlet ( Area Inlet)
EA
2
$
604-08
4' Diameter Manhole
EA
2
$
604-09
5' Diameter Manhole
EA
2
$
604-10
5' Diameter Manhole Drop
EA
2
$
BID 8083 Miscellaneous Street Improvements Page 7 of 129
Moisture content shall be 7%, and moisture absorption shall be at a maximum of 5%. The model
of the pavers shall be Holland and Double Holland. The nominal size of the pavers shall be:
a. Type 1 Pavers: Holland 2 3/8"H x 4"W x 8"L
b. Type 2 Pavers: Double Holland, 2 3/8"H x 8"W x 8"L
C. Type 3 Pavers: Double Holland, 2 3/8"H x 8"W x 8"L
The pavers shall be placed according to plans. Each individual paver will be adhered to a four
inch (4") thick concrete base with a City approved epoxy.
Only experienced installers with a minimum of five (5) years prior experience in the
installation of pavers will be allowed for the paver placement.
Cutting, when necessary, shall be accomplished with a double bladed splitter or a masonry saw.
The saw shall be a "wet saw" type saw to inhibit dust when cutting the pavers. Pavers shall be
cut such that tight spaced joints are maintained.
The unit price for this line item shall include all work associated with placing the brick pavers,
including grading and compacting base, the four inch (4") concrete base under the pavers, and
epoxy. This item will be paid under Interlocking Sidewalk Pavers, Type 1 (SF).
The Contractor shall supply a sample panel of the exposed aggregate concrete for the
Engineer's approval prior to the placement of any of the median concrete hardscaping. The
panel will be a minimum size of 5' x 5'. All samples provided shall be considered incidental to
the work and will not be paid for separately.
The unit price bid per square foot of exposed aggregate concrete shall include all the
Contractor's costs. The price bid shall include: saw cutting, furnishing and installing steel dowel
bars as required; forming; furnishing and placing the concrete; finishing and edging the
concrete surfaces; curing/sealing materials; joints, joint materials and joint sealers; and all other
related and necessary materials, work, and equipment required to construct the Exposed
Aggregate Concrete in accordance with the Details and Specifications. All samples required for
testing shall be provided by the Contractor at no cost to the City.
It is the Contractor's responsibility to adequately protect their work from damage by weather
(including cold, heat, rain, wind), vandalism, or other causes until such time as it is accepted by
the City. If traffic control devices are used to protect the work, they will not be paid for
separately, but shall be included in the work.
Subsection 610.05 is revised to include the following:
The accepted quantities will be paid for at the contract unit price.
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ().
610-01 Exposed Aggregate Concrete for Hardscape Medians (4") — (SF)
610-02 Colored Patterned Concrete (Stamped) (6") — (SF)
610-03 Interlocking Sidewalk Pavers — Type 1 — (SF)
BID 8083 Miscellaneous Street Improvements Page 70 of 129
The above prices and payments shall include full compensation for furnishing all labor,
materials, tools, equipment, and incidentals, and for doing all work involved in constructing
colored concrete ramps and exposed aggregate concrete complete -in -place, including curing,
placing dowels, and sealing joints as shown on the plans, as specified in these specifications,
and as directed by the Engineer.
END OF SECTION
BID 8083 Miscellaneous Street Improvements Page 71 of 129
REVISION OF SECTION 619
WATER LINES
Section 619 of the Standard Specifications is hereby revised as follows:
Subsection 619.01 is revised to include the following:
COFC WATER LINE IT
This work shall include installing ductile iron pipe (DIP), gate valves, tees, bends, tapping
saddles, plugs, reaction blocks and joining to existing lines and other items as shown on the
plans and as designated by the Engineer. This work shall meet the requirements of the current
City of Fort Collins Water Utilities Standard Construction Specifications. It shall be the
Contractors responsibility to purchase and familiarize themselves with these specifications.
All work associated with installing the water lines that is NOT itemized in the bid tab shall be
considered incidental to the work and will not be paid for separately. This includes, but is not
limited to excavating and backfilling, valve boxes, plugs, thrust blocks, bedding materials, poly -
wrap, chlorinating, pressure testing and all materials incidental to completing the installation and
connections to existing water lines.
FCLWD WATER LINE ITEM
This work shall include installing ductile iron pipe (DIP), gate valves, tees, bends, tapping
saddles, plugs, reaction blocks and joining to existing lines and other items as shown on the
plans and as designated by the Engineer. This work shall meet the requirements of the current
Fort Collins -Loveland Water District Standards. It shall be the Contractors responsibility to
purchase and familiarize themselves with these specifications.
All work associated with installing the water lines that is NOT itemized in the bid tab shall be
considered incidental to the work and will not be paid for separately. This includes, but is not
limited to excavating and backfilling, valve boxes, plugs, thrust blocks, bedding materials, poly -
wrap, chlorinating, pressure testing and all materials incidental to completing the installation and
connections to existing water lines.
Irrigation Service — There are irrigation service taps that will be made for irrigating the medians
on this project. The Contractor shall supply all materials required to complete the Work. The City
of Fort Collins Water Utility or other applicable water utility will not provide any materials to
complete this Work. This shall include, but not limited to, tapping the existing water line at the
designated location(s), new copper line and fittings, new stop box, complete meter pit assembly,
excavation, bedding, backfill and compaction into his/her item cost. Service taps on City
mains larger than eight inches (8") will be made only under the direct supervision of the
City Utility or by the City Utilities Crews. The Contractor shall notify the water utility prior
to _performing this work. This item will be paid under Irrigation Services (Size) — (EA).
Subsection 619.05 is revised as follows:
Payment will be made under:
BID 8083 Miscellaneous Street Improvements Page 72 of 129
Pay Item and Pay
Unit
The pay unit is denoted by ().
619-01
6" D.I.P. Class 52 w/ Poly -Wrap — (LF)
619-02
6"x6" Tee — (EA)
619-03
6"x6" Cross — (EA)
619-04
6" 45 Degree Bend — (EA)
619-05
6" Gate Valve and Box — (EA)
619-06
6" Mega Lugs Restraints — (EA)
619-07
6"x2" Blow Off — (EA)
619-08
8" D.I.P. Class 52 w/ Poly -Wrap — (EA)
619-09
8"x6" Tee — (EA)
619-10
8"x8" Cross — (EA)
619-11
8" 45 Degree Bend — (EA)
619-12
8"x2" Blow Off — (EA)
619-13
8" PVC C-900 — (EA)
619-14
8" Gate Valve and Box — (EA)
619-15
8" Mega Lugs Restraints — (EA)
619-16
Fire Hydrant — (EA)
619-17
6" Fire Hydrant Extension — (EA)
619-18
12" Fire Hydrant Extension — (EA)
619-19
3/" Copper Pipe — (LF)
619-20
3/" Corp Stop — (EA)
619-21
3/" Curb Stop — (EA)
619-22
3/4" Meter Pit with 3/" Yoke — (EA)
619-23
1" Copper Pipe — (LF)
619-24
1" Corp Stop — (EA)
619-25
1" Curb Stop — (EA)
619-26
1" Meter Pit with 3/" Yoke — (EA)
619-27
1" Air Vac Assembly — (EA)
619-28
8" Gate Valve (open left) w/ Valve Box — (EA)
619-29
8" Gate Valve (open right) w/ Valve Box — (EA)
619-30
16"x16"x8" Tapping Saddle w/ T.B.
619-31
8" Tapping Gate Valve w/ Valve Box
619-32
Join to Existing 8" Water Line — (EA)
BID 8083 Miscellaneous Street Improvements Page 73 of 129
619-33 Join to existing 12" Water Line — (EA)
619-34 Join to existing 16" Water Line — (EA)
619-35 Join to existing 24" Water Line — (EA)
The above prices and payment shall include full compensation for furnishing all labor, materials,
tools, equipment, and incidentals, and for doing all the work involved in installing ductile iron
water pipe and valves, connecting to existing water lines according to City of Fort Collins Water
Utility Standards and FortCollins-Loveland Water District Standards, complete -in -place, as
shown on the plans, as specified in these specifications, and as directed by the Engineer.
END OF SECTION
BID 8083 Miscellaneous Street Improvements Page 74 of 129
REVISION OF SECTION 626
MOBILIZATION
Section 626 of the Standard Specifications is hereby revised as follows:
Subsection 626.02 is revised to include the following:
When the contract amount total is $10,000 or less, payment to the contractor for mobilization
will be capped at $500. When the total contract amount exceeds $10,000, the mobilization will
be capped at 5% of the contract amount.
BID 8083 Miscellaneous Street Improvements Page 75 of 129
REVISION OF SECTION 630
CONSTRUCTION ZONE TRAFFIC CONTROL
Section 630 of the Standard Specifications is hereby revised as follows:
Subsection 630.01 is revised to include the following:
The traffic control must be in conformance with The City of Fort Collins Work Area Traffic
Control Handbook, Manual of Uniform Traffic Control Devices (U.S. Dept. of Transportation), or
applicable statutory requirements of authority having jurisdiction.
The accepted quantities will be paid for at the contract unit price.
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ( )
630-01 Traffic Control Management — (Day)
630-02 Flagging — (Hour)
BID 8083 Miscellaneous Street Improvements Page 76 of 129
SECTION 800
ESTIMATING
Where the preparation of an estimate or proposal for work is requested by the City and the
scope of work is generally defined, the cost for any site visits, field measurements and estimate
preparation shall not be paid for separately by the City and will be considered incidental. Where
the scope of work is not generally defined and a request by the City is made which involves a
significant degree of preliminary design work and project management associated with the
preparation of an estimate, the City will compensate the contractor on an hourly basis for time
spent in the preparation of said estimate. Any payment for estimating must be agreed upon
between the contractor and the City prior to preparation of the estimate. The contractor shall
provide an hourly estimating cost with the equipment & operator cost list required to be
submitted with the bid under the Bid Proposal Section.
END OF SECTION
BID 8083 Miscellaneous Street Improvements Page 77 of 129
SECTION 900
IRRIGATION
IJ� ' �iQe1�►l�L\l
1.01 SCOPE
Provide labor, materials, supplies, equipment, tools, and transportation, and perform all
operations in connection with and reasonably incidental to the complete installation of
the irrigation system, and guarantee/warranty as shown on the drawings, the installation
details, and as specified herein. Items of work specifically included are:
A. Procurement of applicable licenses, permits, and fees.
B. Coordination of Utility Locates ("Call Before You Dig").
C. Sleeving for irrigation pipe and wire.
D. Connection of electrical power supply to irrigation control system.
E. Preparation of Record Drawings.
F. Winterization and Spring Start-up
G. Maintenance period.
1.02 WORK NOT INCLUDED
Items of work specifically excluded or covered under other sections are:
A. Payment of development, plant investment, and other fees and permits
associated with purchase and installation of tap.
B. Demolition of existing irrigation components.
C. Excavation, installation, and backfill of tap into municipal water line.
D. Excavation, installation, and backfill of water meter and vault.
E. Provision of electrical power supply to the irrigation control system.
1.03 SUBMITTALS
A. Deliver four (4) copies of submittals to Owner's Representative within 10 working
days from date of Notice to Proceed. Furnish information in 3-ring binder with
table of contents and index sheet. Index sections for different components and
label with specification section number and name of component. Furnish
submittals for components on material list. Indicate which items are being
supplied on catalog cut sheets when multiple items are shown on one sheet.
Owner's Representative. Incomplete submittals will be returned without review.
B. Materials List: Include sleeving, pipe, fittings, mainline components, sprinkler and
bubbler components, drip irrigation components, control system components,
shop drawings and other components shown on drawings and installation details
or described herein. Include pipe sealant, wire, wire connectors, ID tags, and
other miscellaneous items. Quantities of materials need not be included.
C. Manufacturers' Data: Submit manufacturers' catalog cuts, specifications, and
operating instructions for equipment shown on materials list.
D. Shop Drawings: Submit shop drawings called for in installation details. Show
BID 8083 Miscellaneous Street Improvements Page 78 of 129
products required for proper installation, their relative locations, and critical
dimensions. Note modifications to installation detail.
E. As -Built Drawings: Submit two (2) hard copies and one (1) digital copy of final as -
built drawings to the City. Digital copies shall be in a format as acceptable to the
Engineer prior to final submittal.
1.04 RULES AND REGULATIONS
A. Provide work and materials in accordance with latest edition of National Electric
Code, Uniform Plumbing Code as published by the Western Plumbing Officials
Association, and applicable laws, regulations and codes of governing authorities.
B. When contract documents call for materials or construction of better quality or
larger size than required by above -mentioned rules and regulations, provide
quality and size required by contract documents.
C. If quantities are furnished either in specifications or on drawings, quantities are
furnished for information only. It is Contractor's responsibility to determine actual
quantities of material, equipment, and supplies required by the project and to
complete independent estimate of quantities and wastage.
D. Notify engineer in writing prior to construction about discrepancies between
contract documents and existing site conditions or manufacturer's specific
recommendations for use of their product.
E. Contractor is responsible for damage to site amenities during construction.
Replace damaged items with identical materials of equal value to match existing
conditions. Make replacements at no additional cost to contract price.
1.05 TESTING
A. Schedule testing with Owner's Representative a minimum of five days in
advance of testing.
B. Mainline pipe jointed with rubber gaskets or threaded connections may be
subjected to pressure test at any time after partial completion of backfill. Allow
irrigation pipe jointed with solvent -welded PVC joints to cure at least 24 hours
before testing.
C. Subsections of mainline pipe may be tested independently, subject to review of
Irrigation Engineer.
D. Provide clean, clear water, pumps, labor, fittings, and equipment necessary to
conduct tests or retests.
E. Hydrostatic Pressure Test:
1. Subject mainline pipe to hydrostatic pressure equal to 140 PSI for two
hours. Test with mainline components installed.
2. Backfill to prevent pipe from moving under pressure. Expose couplings
and fittings.
3. Purge air from mainline pipe before test. Attach pressure gauge to
mainline pipe in test section.
4. Observe pressure loss on pressure gauge. If pressure loss is greater than
5 PSI, identify reason for pressure loss. Replace defective pipe, fitting,
BID 8083 Miscellaneous Street Improvements Page 79 of 129
604-11
6' Diameter Manhole
EA
2
$
607-01
Temporary Fence — Corral Fence
LF
50
$
607-02
Temporary Fence — Corral Panel & Screen
LF
50
$
607-03
Privacy Fence 8' Cedar
LF
100
$
607-04
Privacy Fence 6' Cedar
LF
100
$
607-05
2 Rail Split Fence
LF
100
$
607-06
3 Railed Dowel Fence
LF
100
$
607-07
4 Strand Barbed Wire Fence
LF
100
$
607-08
Orange Safety Fence
LF
100
$
608-01
Concrete Sidewalk (4")
SF
500
$
608-02
Concrete Sidewalk (6")
SF
935
$
608-03
Concrete Access Ramps with Approved Truncated Domes (6")
SF
36
$
608-04
Concrete Drive Approach (8")
SF
250
$
608-05
Drive Over Curb and Sidewalk (6")
SF
200
$
608-06
Concrete Crosspan and Apron (10")
SF
390
$
608-07
Concrete Trickle Pan ( 4' wide x 8" thick)
SF
760
$
608-08
Colored Concrete Bike Path (5" Fibermesh) (Yosemite Brown)
SF
1000
$
608-09
Bus Stop Pad (8")
SF
500
$
608-10
Pedestrian Refuge Island (6")
SF
100
$
608-11
High Early Concrete (24hr)
CY
25
$
608-12
Flowable Fill Concrete
CY
50
$
608-13
Exposed Sand Finish Concrete
CY
40
$
609-01
Remove and Replace Concrete Curb and Gutter
LF
100
$
609-02
Vertical Curb and Gutter (30")
LF
66
$
609-03
Outfall Curb and Gutter (18")
LF
50
$
609-04
Rollover Curb and Gutter
LF
50
$
609-05
Driveway Curb Cut
EA
4
$
609-06
Asphalt Curb
LF
150
$
610-01
Exposed Aggregate Concrete for Hardscape Medians (4")
SF
250
$
610-02
Colored Patterned Concrete (Stamped) (6")
SF
250
$
610-03
Interlocking Sidewalk Pavers -Type 1
SF
250
$
619-01
6" D.I.P. Class 52 wl Poly -Wrap
LF
30
$
619-02
6"x6" Tee
EA
1
$
619-03
6" x6" Cross
EA
1
$
619-04
6" 45 Degree Bend
EA
1
$
BID 8083 Miscellaneous Street Improvements Page 8 of 129
joint, valve, or appurtenance. Repeat test until pressure loss is equal to or
less than 5 PSI.
5.
Visually inspect irrigation pipe for leakage and replace defective pipe,
fitting, joint, valve, or appurtenance. Repeat test until pipe passes test.
6.
Cement or caulking to seal leaks is prohibited.
F. Volumetric
Leakage Test:
1.
Backfill to prevent pipe from moving under pressure. Expose couplings
and fittings.
2.
Purge air from pipeline before test.
3.
Subject mainline pipe to 140 PSI for two hours. Maintain constant
pressure.
4.
Provide all necessary pumps, bypass piping, storage tanks, meters, 3-
inch test gauge, supply piping, and fittings in order to properly perform
testing.
5.
Testing pump must provide a continuous 140-PSI pressure to the
mainline pipe. Allowable deviation in test pressure is 5-PSI during test
period. Restore test pressure to 140-PSI at end of test.
6.
Water added to mainline pipe must be measured volumetrically to nearest
0.10 gallons.
7.
Use following table to determine maximum allowable volume lost during
test:
Leakage Allowable (Gallons per (100 Joints) / Hour)
Test Pressure (PSI)
PIPE SIZE
(INCHES) 60 70 80 90 100 110 120 13 1140
3" 0.31 0.34 0.36 0.38 0.41 0.43 LO
.44 0.46 0.48
Note: Allowable Leakage calculated using L = (ND,,P)/7400
Where: L = Allowable Leakage (gph)
N = Number of Joints
D = Nominal Diameter of Pipe (inches)
P = Average Test Pressure (psi)
8. Replace defective pipe, fitting, joint, valve, or appurtenance. Repeat test
until pipe passes test.
9. Cement or caulking to seal leaks is prohibited.
10. Contractor may sub -contract testing to pipeline testing company approved
by Owner.
G. Operational Test:
BID 8083 Miscellaneous Street Improvements Page 80 of 129
1. Activate each remote control valve in sequence from controller. Provide
either one additional personal with radio or use handheld remote to
activate remote control valves from controller. Manually activating remote
control valve using manual bleed mechanism at remote control valve is
not an acceptable method of activation. Owner's Representative will
visually observe operation, water application patterns, and leakage.
2. Replace defective remote control valve, solenoid, wiring, or appurtenance
to correct operational deficiencies.
3. Replace, adjust, or move water emission devices to correct operational or
coverage deficiencies.
4. Replace defective pipe, fitting, joint, valve, sprinkler, or appurtenance to
correct leakage problems. Cement or caulking to seal leaks is prohibited.
5. Repeat test(s) until each lateral passes all tests. Repeat tests, replace
components, and correct deficiencies at no additional cost to Owner.
H. Control System Grounding:
1. Test for proper grounding of control system per manufacturer's
recommendations. Test results must meet or exceed manufacturer's
guidelines for acceptance.
2. Replace defective wire, grounding rods, grounding plates, or
appurtenances. Repeat test until manufacturer's guidelines are met.
I. Testing Review:
1. Failure of initial testing review will require additional review. Payment of
costs, including travel expenses and site visits by Owner's
Representative, for additional reviews that may be required due to non-
compliance with the Construction Documents will be Contractor's
responsibility.
1.06 CONSTRUCTION REVIEW
The purpose of on -site reviews by Owner's Representative is to periodically observe
work in progress, Contractor's interpretation of construction documents, and to address
questions with regard to installation.
A. Schedule reviews for irrigation system layout or testing with Owner's
Representative as required by these specifications.
B. Impromptu reviews may occur at any time during project.
C. A review will occur at completion of irrigation system installation and Project
Record Drawing submittal.
1.07 GUARANTEE/WARRANTY AND REPLACEMENT
The purpose of guarantee/warranty is to ensure that Owner receives irrigation materials
of prime quality, installed and maintained in thorough and careful manner.
A. Guarantee/warranty irrigation materials, equipment, and workmanship against
defects for period of two years from formal written acceptance by Owner's
Representative. Fill and repair depressions. Restore landscape, utilities,
structures and site features damaged by settlement of irrigation trenches or
BID 8083 Miscellaneous Street Improvements Page 81 of 129
excavations. Repair damage to premises caused by defective items. Make
repairs within seven days of notification from Owner's Representative.
B. Replace damaged items with identical materials and methods per contract
documents or applicable codes. Make replacements at no additional cost to
contract price.
C. Guarantee/warranty applies to originally installed materials and equipment, and
replacements made during guarantee/warranty period.
PART 2: MATERIALS
QUALITY
Use new materials without flaws or defects.
SUBSTITUTIONS
Use specified equipment, or pre -approved equal. Alternative equipment must be
approved by Engineer prior to bidding. Changes and associated design costs to
accommodate alternative equipment are Contractor's responsibility.
Pipe sizes referenced in the construction documents are minimum sizes, and may be
increased at Contractor's option.
SLEEVING
Provide sleeve beneath hardscape for irrigation pipe where sleeving does not exist.
Provide separate sleeve beneath hardscape for wiring bundle.
Provide PVC Class 200 pipe with solvent welded joints for sleeving material beneath
hardscape for all new sleeving.
Sleeve sizing: A minimum of twice the nominal diameter of solvent -welded pipe or wiring
bundle, or as indicated on drawings.
Existing sleeving: Locate and utilize existing sleeving and wire conduit as indicated on
drawings.
PIPE AND FITTINGS
Mainline Pipe and Fittings:
Use rigid, unplasticized polyvinyl chloride (PVC) 1120, 1220 National Sanitation
Foundation (NSF) approved pipe, extruded from material meeting
requirements of Cell Classification 12454-A or 12454-B, ASTM Standard
D1784, with integral belled end.
Use PVC Class 200, SDR-21, rated at 200 PSI, conforming to dimensions and
tolerances established by ASTM Standard D2241. Use rubber-gasketed
pipe equipped with factory installed reinforced gaskets for mainline pipe
with nominal diameter 3-inches and larger. Use Gasketed pipe joints
conforming to "Laboratory Qualifying Tests" section of ASTM D3139. Use
gasket material conforming to ASTM F477. Use Harco or approved equal
rubber-gasketed deep bell ductile iron fittings conforming to ASTM A-536
and ASTM F-477. Use lubricant approved by pipe manufacturer.
BID 8083 Miscellaneous Street Improvements Page 82 of 129
Use solvent weld pipe for mainline pipe with nominal diameter 2-1/2-inches and
less. Use Schedule 40, Type 1, PVC solvent weld fittings conforming to
ASTM Standards D2466 and D1784. Use primer approved by pipe
manufacturer. Use solvent cement conforming to ASTM Standard D2564.
Mainline pipe within sleeves: Use solvent weld pipe for mainline pipe with
nominal diameter 3-inches and smaller installed within sleeves.
Lateral Pipe and Fittings:
Use rigid, unplasticized polyvinyl chloride (PVC) 1120, 1220 National Sanitation
Foundation (NSF) approved pipe, extruded from material meeting
requirements of Cell Classification 12454-A or 12454-B, ASTM Standard
D1784, with integral belled end suitable for solvent welding.
Use Class 160, SDR-26, rated at 160 PSI, conforming to dimensions and
tolerances established by ASTM Standard D2241. Use solvent weld pipe
for lateral pipe. Use Schedule 40, Type 1, PVC solvent weld fittings
conforming to ASTM Standards D2466 and D1784 for PVC pipe. Use
primer approved by pipe manufacturer. Solvent cement to conform to
ASTM Standard D2564, of type approved by pipe manufacturer.
For drip irrigation laterals downstream of zone control valves, use UV radiation
resistant polyethylene pipe manufactured from Prime Union Carbide G-resin
7510 Natural 7 manufactured by Union Carbide or a Union Carbide Licensee
with a minimum of 2-percent carbon black. Use PVC/compression line
fittings compatible with drip lateral pipe. Use tubing stakes or landscape
fabric staples to hold above -ground pipe in place.
Specialized Pipe and Fittings:
Copper pipe: Use Type "K" rigid pipe conforming to ASTM Standard B88.
Use wrought copper or cast bronze fittings, soldered, flared mechanical,
or threaded joint per installation details or local code. Use a 95-percent tin
and 5-percent antimony solder.
Low Density Polyethylene Hose:
Use pipe specifically intended for use as flexible swing joint.
Inside diameter: 0.490+0.010 inch.
Wall thickness: 0.100+0.010 inch.
Color: Black.
Use spiral barb fittings supplied by same manufacturer as hose.
Use PVC Schedule 80 nipples and PVC Schedule 80 threaded fittings for
threaded pipe connections.
Joint sealant: Use non -hardening, nontoxic pipe thread sealant formulated for
use on threaded connections and approved by pipe fitting or valve
manufacturer.
Thrust Blocks:
Use 3,000 PSI concrete. Use commercially pre -mixed concrete unless written
approval is provided by Owner's Representative prior to construction.
BID 8083 Miscellaneous Street Improvements Page 83 of 129
Use 2 mil plastic protective sheeting.
Use No. 4 Rebar.
Joint Restraint Harness:
Provide joint restraint harness components as recommended by pipe and fitting
manufacturer and in accordance with accepted industry practices. For joint
restraints on ductile iron pipe applications, use restraint components constructed
of 60-42-10 ductile iron conforming to ASTM A536. For joint restraints on PVC
pipe applications, use restraint components constructed of 60-42-10 ductile iron
conforming to ASTM A536-80 and ASTM F1674-96.
Use bolts, nuts, retaining clamps, all -thread, or other joint restraint harness
materials which are zinc plated or galvanized.
Restrained Casing Spacers: Provide Ford Uni-Flange Restrained Casings
Spacers or equal. Use restrainer body and runner supports constructed of high
strength ductile iron meeting ASTM A536 and grade 65-42-12. Use Connecting
rods conforming to ASTM A242, ANSI/AWWAC111/A21.11. Use runners
constructed of ultra high molecular weight polymer.
MAINLINE COMPONENTS
Winterization Assembly: as presented in drawings and installation details.
Reduced Pressure Backflow Prevention Assembly: as presented in drawings and
installation details.
Pressure Reducing Master Valve Assembly: as presented in drawings and installation
details.
Isolation Gate Valve Assembly: as presented in drawings and installation details
Quick Coupling Valve Assembly: as presented in drawings and installation
details.
Air -Vacuum Relief Valve Assembly_ as presented in drawings and installation details.
SPRINKLER AND BUBBLER IRRIGATION COMPONENTS
Remote Control Valve (RCV) Assembly for Sprinkler and Bubbler Laterals: as presented
in drawings and installation details.
Sprinkler Assembly: as presented in drawings and installation details.
Bubbler Assembly: as presented in drawings and installation details.
DRIP IRRIGATION COMPONENTS
Remote Control Valve (RCV) Assembly for Drip Laterals: as presented in drawings and
installation details.
Zone Control Valve Assembly: as presented in drawings and installation details.
Drip Emitter Assembly:
BID 8083 Miscellaneous Street Improvements Page 84 of 129
Use emitter device as presented in drawings and installation details.
Use flexible plastic distribution tubing to direct water from emitter outlet to
emission point. Use distribution tubing compatible with emitters. Do not
exceed five feet length between emitter and distribution tubing outlet. Use
tubing stakes to anchor distribution tubing.
Flush Cap Assembly: as presented in drawings and installation details.
INDEPENDENT CONTROL SYSTEM COMPONENTS
Irrigation Controller Assembly:
As presented in drawings and installation details.
Lightning protection: Provide one 12"x36"x0.0625" ground plate, one 5/8"x10 foot
copper clad UL listed grounding rod, 30 feet of #6 AWG bare copper grounding
wire, two 6-inch round valve boxes, and one CADWELD connector at each
satellite controller group.
Wire markers: Prenumbered or labeled with indelible nonfading ink, made of
permanent, nonfading material.
Switch/Outlet: Use 120 VAC, 15 amp combination switch/GFCI outlet
Irrigation Controller Assembly enclosure:
As presented conceptually in installation details.
Constructed of stainless steel with free -flow ventilation. Prepare shop drawings to
show exact placement of all components housed in enclosure.
Low Voltage Control Wire:
Use American Wire Gauge (AWG) No. 14-1 solid copper, 600 volt, Type OF or
PE cable, UL approved for direct underground burial for individual control
wires and spare control wires from the controller assembly to each
remote control valve or stub -out location. Use American Wire Gauge
(AWG) No. 12-1 solid copper, 600 volt, Type OF or PE cable, UL
approved for direct underground burial for common ground wire and
spare common wires from controller assembly to each remote control
valve or stub -out location.
Color: Use continuous color for wire jacket over entire length. Install low voltage
wires using the following color coding:
■ Controller "A" control wires: Red
■ Controller "A" common wire: White with red stripe
■ Controller "B" control wires: Brown
■ Controller "B" common wire: White with brown stripe
■ Spare control wires along wire routing from each controller: Yellow
with stripe matching control wire color
■ Spare common wires along wire routing from each controller:
White with yellow stripe
BID 8083 Miscellaneous Street Improvements Page 85 of 129
■ Splices: Use 3M DBY or 3M DBR wire connector with waterproof
sealant.
Electrical conduit: Use PVC Schedule 40 conduit conforming to
dimensions and tolerances established by ASTM Standard D-1785. Use
Schedule 40, Type 1, PVC solvent weld sweep fittings for PVC conduit
conforming to ASTM Standards D2466 and D1784.
Warning tape: Inert plastic film highly resistant to alkalis, acids, or other
destructive chemical components likely to be encountered in soils. Three
inches wide, colored red, and imprinted with "CAUTION: BURIED
ELECTRIC LINE BELOW." All wire and tape will be incidental the
installation of the mainline.
OTHER COMPONENTS
Tools and Spare Parts: Furnish operating keys, servicing tools, test equipment, spare
parts and other items indicated in drawings and specifications.
Other Materials: Provide other materials or equipment shown on drawings or installation
details that are part of irrigation system, even though items may not have been
referenced in specifications.
PART 3: EXECUTION
3.01 INSPECTIONS AND REVIEWS
A. Site Inspections:
Verify construction site conditions and note irregularities affecting work of
this section. Report irregularities in writing to Owner's Representative
prior to beginning work.
2. Commencement of work implies acceptance of existing site conditions.
B. Utility Locates ("Call Before You Dig"):
Arrange and coordinate Utility Locates with local authorities prior to
construction.
2. Repair underground utilities that are damaged during construction. Make
repairs at no additional cost to contract price.
3.02 LAYOUT OF WORK
A. Stake out irrigation system. Items staked include: backflow preventer, sprinklers,
pipe, sleeves, control valves, air/vacuum relief valves, controller assemblies and
isolation valves.
B. Irrigation System Layout Review: Irrigation system layout review will occur after
staking has been completed. Notify Owner's Representative one week in
advance of review. Modifications will be identified by Owner's Representative at
this review.
BID 8083 Miscellaneous Street Improvements Page 86 of 129
C. Install irrigation components inside of project property lines.
3.03 EXCAVATION, TRENCHING, AND BACKFILLING
A. Excavate and install pipes at minimum cover indicated in drawings or
specifications. Excavate trenches at appropriate width for connections and
fittings.
B. Minimum cover (distance from top of pipe or control wire to finish grade):
1. Mainline pipe: (24-inches) to top of pipe.
2. Electrical conduit: (24-inches) to top of pipe.
3. Control wire: 2-inch lateral offset from bottom of mainline pipe.
4. Lateral pipe to sprinklers and bubblers: (12-inches) to top of pipe.
5. Manifold pipe to drip system zone control valves: (12-inches) to top of
pipe.
6. Drip lateral pipe in turf downstream of drip system zone control valves: (6-
inches) to top of pipe.
7. Drip lateral pipe in planting beds downstream of drip system zone control
valves: Secure to finish grade with approved tubing stakes. Install and
test prior to installation of landscape fabric and mulch.
8. PVC UV radiation resistant lateral pipe: Secure to finish grade with
approved tubing stakes.
C. Maintain at least 10-feet clearance from centerline of trees.
D. PVC lateral pipes may not be pulled into soil. Piping must be installed in open
trench. Install pipe at burial depths listed above.
E. Backfill only after lines have been reviewed and tested.
F. Excavated material is generally satisfactory for backfill. Use backfill free from
rubbish, vegetable matter, and stones larger than 2-inches in maximum diameter.
Remove material not suitable for backfill. Use backfill free of sharp objects next
to pipe.
G. Backfill buried pipe and sleeves in either of the following manners:
1. Backfill trench by depositing backfill material equally on both sides of pipe
in 6-inch layers and compacting to density of surrounding soil.
H. Backfill buried pipe and sleeves by depositing backfill material equally on both
sides of pipe in 6-inch layers and compacting each layer to 90 percent Standard
Proctor Density, ASTM D698-78. Use of water for compaction, "puddling", will not
be permitted.
I. Enclose pipe and wiring beneath roadways and hardscapes in separate sleeves.
Minimum compaction of backfill for sleeves shall be 95 percent Standard Proctor
Density, ASTM D698-78. Use of water for compaction around sleeves,
"puddling", will not be permitted.
J. Dress backfilled areas to original grade.
K. Contact Owner's Representative for trench depth adjustments where utilities
conflict with irrigation trenching and pipe work.
BID 8083 Miscellaneous Street Improvements Page 87 of 129
3.04 SLEEVING AND BORING
A. Provide sleeving at depth that permits encased pipe or wiring to remain at
specified burial depth.
B. Trim existing sleeve ends twelve inches beyond edge of hardscape to meeting
grading requirements. Existing sleeve modification will be considered incidental
to installation of the irrigation system.
C. Bore for sleeves under obstructions that cannot be removed. Employ equipment
and methods designed for horizontal boring.
3.05 ASSEMBLING PIPE AND FITTINGS
A. General:
1. Keep pipe free from dirt and debris. Cut pipe ends square, debur and
clean as recommended by manufacturer.
2. Keep ends of assembled pipe capped. Remove caps only when
necessary to continue assembly.
3. Trenches may be curved to change direction or avoid obstructions within
limits of the curvature of pipe. Curvature results from bending of pipe
lengths. Do not exceed pipe and fitting manufacturer's allowable
deflection at joints. Minimum radius of curvature and offset per 20-foot
length of pipe -by -pipe size are shown in following table.
SIZE
RADIUS
OFFSET PER
20' LENGTH
1 '/2"
25'
7'-8"
2"
25'
T8°
100,
3"
100,
B. Mainline Pipe and Fittings:
1. Use only strap -type friction wrenches for threaded plastic pipe.
2. PVC Rubber-Gasketed Pipe (3" and Above):
a. Use pipe lubricant. Join pipe in manner recommended by
manufacturer and in accordance with accepted industry practices.
3. PVC Solvent Weld Pipe:
a. Use primer and solvent cement. Join pipe in manner
recommended by manufacturer and in accordance with accepted
industry practices.
b. Cure for 30 minutes before handling and 24 hours before allowing
BID 8083 Miscellaneous Street Improvements Page 88 of 129
water in pipe.
c. Snake pipe from side to side within trench.
4. Fittings:
a. Use of cross type fittings is not permitted.
b. Do not strike ductile iron fittings with metallic tools. Cushion blows
with wood block or similar shock absorber.
C. Lateral Pipe and Fittings:
1. Use only strap -type friction wrenches for threaded plastic pipe.
2. PVC Solvent Weld Pipe:
a. Use primer and solvent cement. Join pipe in manner
recommended by manufacturer and in accordance with accepted
industry practices.
b. Cure for 30 minutes before handling and 24 hours before
pressurizing or installing with vibratory plow.
c. Snake pipe from side to side within trench.
3. UV Radiation Resistant Polyethylene Pipe:
a. Join pipe in manner recommended by manufacturer and in
accordance with accepted industry practices.
b. Snake pipe from side to side within trench. Do not compress or
crimp pipe with stake, staple or other construction activity.
4. Fittings: Use of cross type fittings is not permitted.
D. Specialized Pipe and Fittings:
1. Copper Pipe:
a. Use flux and solder. Join pipe in manner recommended by
manufacturer and in accordance with local codes and accepted
industry practices.
b. Solder so that continuous bead shows around the joint
circumference.
2. Low Density Polyethylene Hose: Install hose and compatible fittings in
manner recommended by manufacturer and in accordance with accepted
industry practices.
3. PVC Threaded Connections:
a. Use only factory -formed threads. Field -cut threads are not
permitted.
b. Apply thread sealant in manner recommended by component,
pipe and sealant manufacturers and in accordance with accepted
industry practices.
c. Use plastic components with male threads and metal components
with female threads where connection is plastic -to -metal. .
BID 8083 Miscellaneous Street Improvements Page 89 of 129
619-05
6" Gate Valve And Box
EA
1
$
619-06
6" Mega Lugs Restraints
EA
2
$
619-07
6"x2" Blow Off
EA
1
$
619-08
8" D.I.P. Class 52 w/ Ploy -Wrap
LF
30
$
619-09
8"x6" Tee
EA
1
$
619-10
8"x8" Cross
EA
1
$
619-11
8" 45 Degree Bend
EA
1
$
619-12
8"x2' Blow Off
EA
1
$
619-13
8" PVC C-900
LF
30
$
619-14
8" Gate Valve And Box
EA
1
$
619-15
8" Mega Lugs Restraints
EA
2
$
619-16
Fire Hydrant
EA
1
$
619-17
6" Fire Hydrant Extension
EA
1
$
619-18
12" Fire Hydrant Extension
EA
1
$
619-19
3/4" Copper Pipe
LF
30
$
619-20
3/4" Corp Stop
EA
1
$
619-21
3/4" Curb Stop
EA
1
$
619-22
3/4" Meter Pit with 3/4" Yoke
EA
1
$
619-23
1" Copper Pipe
LF
30
$
619-24
1" Corp Stop
EA
1
$
619-25
1" Curb Stop
EA
1
$
619-26
1" Meter Pit with 3/4" Yoke
EA
1
$
619-27
1" Air Vac Assembly
EA
1
$
619-28
8" Gate Valve (open left) w/ Valve Box
EA
1
$
619-29
8" Gate Valve (open right) w/ Valve Box
EA
1
$
619-30
16"x16"x8" Tapping Saddle w/ T.B.
EA
1
$
619-31
8" Tapping Gate Valve w/ Valve Box
EA
1
$ -
619-32
Join to Existing 8" Water Line
EA
1
$
619-33
Join to Existing 12' Water Line
EA
1
$
619-34
Join to Existing 16" Water Line
EA
1
$
619-35
Join to Existing 24" Water Line
EA
1
$
626-01
Mobilization
$
630-01
Traffic Control Supervisor
Day
1
$
630-02
Flagging
Hour
8
$
IRRIGATION
900-01
4" CL-200 PVC Main (4.5 cover)
LF
100
$
BID 8083 Miscellaneous Street Improvements Page 9 of 129
E. Thrust Blocks:
Use thrust blocks for fittings on pipe greater than or equal to three-inch
(Y) diameter, or any diameter of rubber gasketed pipe.
2. Size, orient, and place cast -in -place concrete against undisturbed soil as
shown on installation details.
3. Wrap fitting or component with plastic to protect bolts, joint, gasket and
fitting from concrete. Do not bury fitting or component in concrete.
4. Commercially delivered concrete requires a 3,000 PSI mix.
5. If pre -mix bags are used, mix per manufacturer's recommendations
(maximum one gallon of water to 80-pound bag of pre -mix).
6. Contractor is responsible for performing a slump test (minimum of two -
inches (2") to a maximum of four -inches (4")) if requested by Owner's
Representative.
F. Joint Restraint Harness:
Use on pipe greater than or equal to three-inch (3") diameter or any
diameter of rubber gasketed pipe. Use a joint restraint harness wherever
joints are not positively restrained by flanged fittings, threaded fittings
and/or thrust blocks.
2. Use a joint restraint harness with transition fittings between metal and
PVC pipe, where weak trench banks do not allow use of thrust blocks, or
where extra support is required to retain fitting or joint.
3. Use restrained casing spacers for gasketed pipe routed through sleeving.
Install harness in the manner recommended by the manufacturer and in
accordance with accepted industry practices. Install self -restraining
casing spacers at all gasketed pipe bell joints and every ten feet along the
gasketed mainline pipe installed through sleeving. Provide correct
number and type of restraints per manufacturer's requirements.
3.06 INSTALLATION OF MAINLINE COMPONENTS
A. Winterization Assembly: Provide where indicated on drawings. Brand "WA" on
valve box lid in two-inch (2") high letters.
B. Reduced Pressure Backflow Prevention Assembly: Provide where indicated on
the drawings. Provide assembly so that its elevation, orientation, access, and
drainage conform to manufacturer's recommendations and applicable health
codes. Provide enclosure as indicated on drawings.
C. Pressure Reducing Master Valve Assembly: Provide where indicated on
drawings. Brand "MCV" on valve box lid in two-inch (2") high letters.
D. Isolation Gate Valve Assembly: Provide where indicated on drawings. Install at
least twelve inches (12") from and align with adjacent walls or edges of paved
areas. Brand "GV" on valve box lid in two-inch (2") high letters.
E. Quick Coupling Valve Assembly: Provide where indicated on drawings. Brand
"QC" on valve box lid in two-inch (2") high letters.
BID 8083 Miscellaneous Street Improvements Page 90 of 129
F. Air -Vacuum Relief Valve Assembly: Install where indicated on drawings or
nearest high point, not closer than two feet (2') from nearest fitting. Brand "AV"
on valve box lid in two-inch (2") high letters.
3.07 INSTALLATION OF SPRINKLER AND BUBBLER IRRIGATION COMPONENTS
A. Remote Control Valve (RCV) Assembly for Sprinkler and Bubbler Laterals:
1. Flush mainline before installation of RCV assembly.
2. Provide where indicated on drawings. Use wire connectors and
waterproof sealant to connect control wires to remote control valve wires.
Provide connectors and sealant per manufacturer's recommendations.
3. Provide only one RCV to a valve box. Locate valve box at least twelve
inches (12") from and align with nearby walls or edges of paved areas.
Group RCV assemblies together where practical. Align grouped valve
boxes in uniform patterns. Allow at least twelve inches (12") between
valve boxes. Brand controller letter and station number on valve box lid in
two-inch (2") high letters.
4. Adjust RCV assembly to regulate downstream operating pressure.
5. Attach ID tag with controller station number to control wiring.
B. Sprinkler Assembly:
1. Flush lateral pipe before installing sprinkler assembly.
2. Provide per installation details at locations shown on drawings.
3. Locate spray bodies three inches (3") from adjacent walls, fences, or
edges of paved areas.
4. Install sprinklers perpendicular to finish grade.
5. Provide appropriate nozzle or adjust arc of coverage of each sprinkler for
best performance and uniform coverage.
6. Adjust radius of throw of each sprinkler for best performance and uniform
coverage.
C. Bubbler Assembly:
1. Flush lateral pipe before installing bubbler assembly.
2. Provide bubbler assembly per installation details at locations shown or
directed on drawings.
3.08 INSTALLATION OF DRIP IRRIGATION COMPONENTS
A. Remote Control Valve (RCV) Assembly for Drip Laterals:
1. Flush mainline pipe before installing RCV assembly.
2. Locate as shown on drawings. Connect control wires to remote control
valve wires using wire connectors and waterproof sealant. Provide
connectors and sealant per manufacturer's recommendations.
3. Provide only one RCV to valve box. Locate at least twelve inches (12")
from and align with nearby walls or edges of paved areas. Group RCV
BID 8083 Miscellaneous Street Improvements Page 91 of 129
assemblies together where practical. Align grouped valve boxes in
uniform patterns. Allow at least twelve inches (12") between valve boxes.
Brand controller letter and station number on valve box lid in two-inch (2")
high letters.
4. Arrange grouped valve boxes in rectangular patterns. Set RCV assembly
discharge pressure to 30 PSI.
B. Zone Control Valve Assembly: Provide where indicated on drawings. Install at
least twelve inches (12") from and align with adjacent walls or edges of paved
areas. Brand "ZCV" on valve box lid in two-inch (2") high letters.
C. Drip Emitter Assembly:
Locate as shown on drawings and installation details.
2. Flush lateral pipe before installing emitter assembly.
3. Cut emitter outlet distribution tubing square.
4. Use tools manufactured, and techniques recommended, by emitter
manufacturer.
D. Flush Cap Assembly: Provide at end of each drip irrigation lateral pipe as shown
and directed on drawings and installation details. Install at least twelve inches
(12") from and align with adjacent walls or edges of paved areas. Brand "FC" on
valve box lid in two-inch (2") high letters.
3.09 INSTALLATION OF INDEPENDENT CONTROL SYSTEM COMPONENTS
A. Irrigation Controller Assembly:
1. Location of controller assembly as depicted on drawings is approximate;
Owner's Representative will determine exact site location upon
commencement of contract. Install controller assembly and enclosure in
accordance with controller manufacturer recommendations.
2. Lightning protection: Drive full length of grounding rod into soil. Space rod
and grounding plate 20 feet apart in straight line away from each
controller group. Connect #6 AWG copper grounding wire to rod using
CADWELD connection. Install six-inch (6") round valve box over each
CADWELD connection and grounding plate connection. Provide
connection of grounding wire between controllers in groups in accordance
with controller manufacturer or distributor's recommendations.
3. Coordinate installation of electrical service in accordance with local
codes. Provide primary surge protection arrestors on incoming power
lines in accordance with controller manufacturer recommendations.
4. Provide one valve output surge protection arrestor on each control wire
and one for common wire.
5. Connect control wires to corresponding controller terminal. Attach wire
markers to ends of control wires inside controller assembly housing.
Label wires with identification number (see drawings) of remote control
valve to which control wire is connected.
6. Provide combination switch/GFCI outlet in accordance with local codes
inside controller pedestal or assembly enclosure.
BID 8083 Miscellaneous Street Improvements Page 92 of 129
B. Low Voltage Control Wire:
1. Bundle control wires where two or more are in same trench. Bundle with
pipe wrapping tape spaced at ten -foot (10') intervals. Do not tape wires
together where contained within sleeving or conduit.
2. Provide 24-inch excess length of wire in eight -inch (8") diameter loop at
each 90-degree change of direction, at both ends of sleeves, and at 100-
foot intervals along continuous runs of wiring. Do not tape or tie wiring
loop. Coil 30-inch length of wire within each remote control valve box.
3. Install common ground wire and one control wire for each remote control
valve. Multiple valves on single control wire are not permitted.
4. If control wire must be spliced, make splice with wire connectors and
waterproof sealant, installed per manufacturer's instructions. Locate
splice in valve box that contains irrigation valve assembly, or in separate
standard rectangular valve box. Use same procedure for connection to
valves as for in -line splices.
5. Install wire parallel with and below mainline pipe unless noted otherwise
on plans.
3.10 INSTALLATION OF OTHER COMPONENTS
A. Tools and Spare Parts: Prior to Review at completion of construction, supply to
Owner operating keys, servicing tools, spare parts, test equipment, and other
items indicated in General Notes on the drawings.
B. Other Materials: Provide other materials or equipment shown on drawings or
installation details that are part of irrigation system, even though items may not
have been referenced in specifications.
3.11 PROJECT RECORD (AS -BUILT) DRAWINGS
A. Document changes to design. Maintain on -site and separate from documents
used for construction, one complete set of contract documents as Project
Documents. Keep documents current. Do not permanently cover work until
accurate "as -built" information is recorded.
B. Record pipe and wiring network alterations on a daily basis. Record work that is
installed differently than shown on construction drawings. Record accurate
reference dimensions, measured from at least two permanent reference points,
of each irrigation system valve, each backflow prevention device, each controller
assembly and other irrigation components enclosed within valve box.
C. Obtain from Owner's Representative a reproducible mylar copy of drawings prior
to construction completion. Duplicate information contained on project drawings
maintained on -site using technical drafting pen or CAD. Label each sheet
"Record Drawing".
D. Turn over "Record Drawings" to Engineer. Completion of Record Drawings is
required prior to final construction review at completion of irrigation system
installation.
BID 8083 Miscellaneous Street Improvements Page 93 of 129
3.12 WINTERIZATION AND SPRING START-UP
A. Winterize irrigation system in fall following completion, or partial completion, of
irrigation system construction. Start-up irrigation system in spring following
completion, or partial completion, of irrigation system construction. Repair any
damage caused in improper winterization at no additional cost to Owner.
Coordinate winterization and start-up with landscape maintenance personnel.
3.13 MAINTENANCE
A. Maintain irrigation system for a duration of 30 calendar days from formal written
acceptance by Owner's Representative. Make periodic examinations and
adjustments to irrigation system components in order to achieve the most
desirable application of water.
B. Following completion of Contractor's maintenance period, Owner will be
responsible for maintaining system in working order during remainder of
guarantee/warranty period, for performing necessary minor maintenance, for
trimming around sprinklers, for protecting against vandalism, and for preventing
damage after landscape maintenance operation.
3.14 CLEANUP
A. Remove from site machinery, tools, excess materials, and rubbish upon
completion of work.
END OF SECTION
BID 8083 Miscellaneous Street Improvements Page 94 of 129
SERVICES AGREEMENT
WORK ORDER TYPE
THIS AGREEMENT made and entered into the day and year set forth below, by and
between THE CITY OF FORT COLLINS, COLORADO, a Municipal Corporation,
hereinafter referred to as the "City" and hereinafter referred to as "Service
Provider".
WITNESSETH:
In consideration of the mutual covenants and obligations herein expressed, it is agreed by
and between the parties hereto as follows:
Services to be Performed.
a. This Agreement shall constitute the basic agreement between the parties for
services for . The conditions set forth herein shall apply to all services
performed by the Service Provider on behalf of the City and particularly
described in Work Orders agreed upon in writing by the parties from time to
time. Such Work Orders, a sample of which is attached hereto as Exhibit "A",
consisting of ( ) page(s) and incorporated herein by this reference,
shall include a description of the services to be performed, the location and
time for performance, the amount of payment, any materials to be supplied by
the City and any other special circumstances relating to the performance of
services. No work order shall exceed $ The only services authorized
under this agreement are those which are performed after receipt of such Work
Order, except in emergency circumstances where oral work requests may be
issued. Oral requests for emergency actions will be confirmed by issuance of a
written Work Order within two (2) working days. Irrespective of references in
Exhibit A to certain named third parties, Service Provider shall be solely
responsible for performance of all duties hereunder.
b. The City may, at any time during the term of a particular Work Order and
without invalidating the Agreement, make changes within the general scope of
the particular services assigned and the Service Provider agrees to perform
such changed services.
2. Changes in the Work. The City reserves the right to independently bid any services rather
than issuing work to the Service Provider pursuant to this Agreement. Nothing within this
Agreement shall obligate the City to have any particular service performed by the Service
Provider.
3. Time of Commencement and Completion of Services. The services to be performed
pursuant to this Agreement shall be initiated as specified by each written Work Order or
BID 8083 Miscellaneous Street Improvements Page 95 of 129
oral emergency service request. Oral emergency service requests will be acted upon
without waiting for a written Work Order. Time is of the essence.
4. Contract Period {Option 11 This Agreement shall commence upon the date of execution
shown on the signature page of this Agreement and shall continue in full force and effect
for one (1) year, unless sooner terminated as herein provided. In addition, at the option of
the city, the Agreement may be extended for an additional period of one (1) year at the
rates provided with written notice to the Service Provider mailed no later than thirty (30)
days prior to contract end.
5. Contract Period. {Option 2] This Agreement shall commence , 200 and shall
continue in full force and effect until , 200 , unless sooner terminated as herein
provided. In addition, at the option of the City, the Agreement may be extended for
additional one year periods not to exceed ( ) additional one year periods.
Renewals and pricing changes shall be negotiated by and agreed to by both parties.
Written notice of renewal shall be provided to the Service Provider and mailed no later
than thirty (30) days prior to contract end.
6. Delay. If either party is prevented in whole or in part from performing its obligations by
unforeseeable causes beyond its reasonable control and without is fault or negligence,
then the party so prevented shall be excused from whatever performance is prevented by
such cause. To the extent that the performance is actually prevented, the Service
Provider must provide written notice to the City of such condition within fifteen (15) days
from the onset of such condition.
7. Early Termination by City/Notices. Notwithstanding the time periods contained herein, the
City may terminate this Agreement at any time without cause by providing written notice of
termination to the Service Provider. Such notice shall be mailed at least fifteen (15) days
prior to the termination date contained in said notice unless otherwise agreed in writing by
the parties. All notices provided under this Agreement shall be effective when mailed,
postage prepaid and sent to the following address:
Service Provider:
Attn:
City:
City of Fort Collins
Attn:
PO Box 580
Fort Collins, CO 80522
Copy to:
City of Fort Collins
Attn: Purchasing Dept.
PO Box 580
Fort Collins, CO 80522
In the event of early termination by the City, the Service Provider shall be paid for services
rendered to the termination date, subject only to the satisfactory performance of the
Service Provider's obligations under this Agreement. Such payment shall be the Service
Provider's sole right and remedy for such termination.
8. Contract Sum. This is an open-end indefinite quantity Agreement with no fixed price. The
actual amount of work to be performed will be stated on the individual Work Orders. The
City makes no guarantee as to the number of Work Orders that may be issued or the
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actual amount of services which will in fact be requested.
9. Payments.
a. The City agrees to pay and the Service Provider agrees to accept as full
payment for all work done and all materials furnished and for all costs and
expenses incurred in performance of the work the sums set forth for the hourly
labor rate and material costs, with markups, stated within the Bid Schedule
Proposal Form, attached hereto as Exhibit consisting of
( ) page , and incorporated herein by this reference.
Payment shall be made by the City only upon acceptance of the work by the
City and upon the Service Provider furnishing satisfactory evidence of payment
of all wages, taxes, supplies and materials, and other costs incurred in
connection with the performance of such work.
10. City Representative. The City's representative will be shown on the specific Work Order
and shall make, within the scope of his or her authority, all necessary and proper decisions
with reference to the work requested. All requests concerning this Agreement shall be
directed to the City Representative.
11. Independent Contractor. It is agreed that in the performance of any services hereunder,
the Service Provider is an independent contractor responsible to the City only as to the
results to be obtained in the particular work assignment and to the extend that the work
shall be done in accordance with the terms, plans and specifications furnished by the City.
12. Subcontractors. Service Provider may not subcontract any of the Work set forth in the
Exhibit A, Statement of Work without the prior written consent of the city, which shall not
be unreasonably withheld. If any of the Work is subcontracted hereunder (with the
consent of the City), then the following provisions shall apply: (a) the subcontractor must
be a reputable, qualified firm with an established record of successful performance in its
respective trade performing identical or substantially similar work, (b) the subcontractor will
be required to comply with all applicable terms of this Agreement, (c) the subcontract will
not create any contractual relationship between any such subcontractor and the City, nor
will it obligate the City to pay or see to the payment of any subcontractor, and (d) the work
of the subcontractor will be subject to inspection by the City to the same extent as the
work of the Service Provider.
13. Personal Services. It is understood that the City enters into the Agreement based on the
special abilities of the Service Provider and that this Agreement shall be considered as an
agreement for personal services. Accordingly, the Service Provider shall neither assign
any responsibilities nor delegate any duties arising under the Agreement without the prior
written consent of the city.
14. Acceptance Not Waiver. The City's approval or acceptance of, or payment for any of the
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services shall not be construed to operate as a waiver of any rights under the Agreement
or of any cause of action arising out of the performance of this Agreement.
15. Warranty.
a. Service Provider warrants that all work performed hereunder shall be
performed with the highest degree of competence and care in accordance with
accepted standards for work of a similar nature.
b. Unless otherwise provided in the Agreement, all materials and equipment
incorporated into any work shall be new and, where not specified, of the most
suitable grade of their respective kinds for their intended use, and all
workmanship shall be acceptable to City.
c. Service Provider warrants all equipment, materials, labor and other work,
provided under this Agreement, except City -furnished materials, equipment and
labor, against defects and nonconformances in design, materials and
workmanship/workwomanship for a period beginning with the start of the work
and ending twelve (12) months from and after final acceptance under the
Agreement, regardless whether the same were furnished or performed by
Service Provider or by any of its subcontractors of any tier. Upon receipt of
written notice from City of any such defect or nonconformances, the affected
item or part thereof shall be redesigned, repaired or replaced by Service
Provider in a manner and at a time acceptable to City.
16. Default. Each and every term and condition hereof shall be deemed to be a material
element of this Agreement. In the event either party should fail or refuse to perform
according to the terms of this agreement, such party may be declared in default thereof.
17. Remedies. In the event a party has been declared in default, such defaulting party shall
be allowed a period of ten (10) days within which to cure said default. In the event the
default remains uncorrected, the party declaring default may elect to (a) terminate the
Agreement and seek damages; (b) treat the Agreement as continuing and require specific
performance; or (c) avail himself of any other remedy at law or equity. If the non -
defaulting party commences legal or equitable actions against the defaulting party, the
defaulting party shall be liable to the non -defaulting party for the non -defaulting party's
reasonable attorney fees and costs incurred because of the default.
18. Binding Effect. This writing, together with the exhibits hereto, constitutes the entire
agreement between the parties and shall be binding upon said parties, their officers,
employees, agents and assigns and shall inure to the benefit of the respective survivors,
heirs, personal representative, successors and assigns of said parties.
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19. Indemnity/Insurance.
a. The Service Provider agrees to indemnify and save harmless the City, its
officers, agents and employees against and from any and all actions, suits,
claims, demands or liability of any character whatsoever, brought or asserted
for injuries to or death of any person or persons, or damages to property arising
out of, result from or occurring in connection with the performance of any
service hereunder.
b. The Service Provider shall take all necessary precautions in performing the
work hereunder to prevent injury to persons and property.
c. Without limiting any of the Service Provider's obligations hereunder, the Service
Provider shall provide and maintain insurance coverage naming the City as an
additional insured under this Agreement of the type and with the limits specified
within Exhibit consisting of one (1) page, attached hereto and
incorporated herein by this reference. The Service Provider before
commencing services hereunder, shall deliver to the City's Director of
Purchasing and Risk Management, P. O. Box 580, Fort Collins, Colorado
80522 one copy of a certificate evidencing the insurance coverage required
from an insurance company acceptable to the city.
20. Entire Agreement. This Agreement, along with all Exhibits and other documents
incorporated herein, shall constitute the entire Agreement of the parties. Covenants or
representations not contained in this Agreement shall not be binding on the parties.
21. Law/Severability. This Agreement shall be governed in all respect by the laws of the State
of Colorado. In the event any provision of this Agreement shall be held invalid or
unenforceable by any court of competent jurisdiction such holding shall not invalidate or
render unenforceable any other provision of this Agreement.
22. Prohibition Against Employing Illegal Aliens. Pursuant to Section 8-17.5-101, C.R.S., et.
seq., Service Provider represents and agrees that:
a. As of the date of this Agreement:
1) Service Provider does not knowingly employ or contract with an illegal alien who
will perform work under this Agreement; and
2) Service Provider will participate in either the e-Verify program created in Public
Law 208, 104th Congress, as amended, and expanded in Public Law 156, 108th
Congress, as amended, administered by the United States Department of
Homeland Security (the "e-Verify Program") or the Department Program (the
"Department Program"), an employment verification program established pursuant
to Section 8-17.5-102(5)(c) C.R.S. in order to confirm the employment eligibility of
all newly hired employees to perform work under this Agreement.
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