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CITY OF BOZEMAN
2014 STREET IMPROVEMENTS
CONTRACT DOCUMENTS
PREPARED BY
CITY OF BOZEMAN ENGINEERING DEPARTMENT
April 2014
5
CITY OF BOZEMAN, MONTANA
2014 STREET IMPROVEMENTS
April 2014
TABLE OF CONTENTS
CONTRACT DOCUMENTS
Bidder's Checklist
Invitation to Bid
Instruction to Bidders
Bid Form
Non-discrimination Affirmation Form
Bid Bond
Agreement Form
Payment and Performance Bonds
Standard General Conditions of the Construction Contract(by reference)
Supplementary Conditions
Montana Prevailing Wage Rates
CONSTRUCTION SPECIFICATIONS
Special Provisions
Measurement and Payment
APPENDIX A
Standard Drawings
APPENDIX B
Estimated Quantities, Plan Sheets
BIDDER'S CHECKLIST
Please utilize the following Bidder's Checklist before submitting your bid.
✓1) Original Bid Bond Enclosed? (Personal checks,business checks, and faxed copies are
not acceptable.)
2) Bid Proposal:
a. r/Arithmetic Checked?
b._✓Unit Bid amounts agree with math calulations?
c. r/All Addenda acknowledged on proposal sheet and cover?
d. 'gnature portion completely filled out?
e. ✓Bid Proposal intact in Contract Documents DO NOT REMOVE!!!!
f. lid
Affirmation form completed and signed?
✓3) Bid Envelope:
a. Addressed properly? (See Article 1 —Bids, Instructions to Bidders)
b._Contains the Contract Documents and Specifications booklet?
C._Acknowledged Receipt of Addenda?
d. Sealed?
V 4) Bid Submitted prior to required time at specified location?
Be sure to seal your bid. Include project name,bid date/time, contractor name, contractor
registration number, contractor fuel permit number, and acknowledgement of all addenda(by
number) on the outside of the bid envelope.
Leave all sheets intact in the Contract Documents and Specifications booklet. Return the
complete Contract Documents and Specifications booklet.
ALL BID DOCUMENTS AND BONDS MUST BE ORIGINALS.
NO FAXED COPIES WILL BE ACCEPTED.
CITY OF BOZEMAN, MONTANA
CALL FOR BIDS
NOTICE IS HEREBY GIVEN that the City of Bozeman, Montana, is accepting sealed bids for:
2014 Street Improvements Project
Separate sealed bids for construction of City of Bozeman 2014 Street Improvements Project will be
received by the City Clerk, City Hall, 121 N. Rouse Avenue, P.O. Box 1230, Bozeman, Montana
59771-1230 will be received until 2:30 p.m.,local time,May 20,2014,and then publicly opened and
read aloud.
Please write the name of the project on the front of the sealed bid.
The physical address is:
City Clerk's Office, Suite 102, City Hall, 121 N. Rouse Avenue, Bozeman, Montana.
The mailing address is:
City Clerk's Office, Suite 102, City Hall, P.O. Box 1230, Bozeman, Montana, 59771.
- Bids must be received before 2:30 p.m.May 20,2014.Original copies must be submitted-no faxed
or electronic bids will be accepted. Bids will be opened and read following the close of bids.
The work involves Cold Milling, Hot Mix Overlays, and Valley Gutter Installations on various
streets within the City of Bozeman as specified in the contract documents.
Copies of the CONTRACT DOCUMENTS are available for viewing, or may be obtained upon
payment of$15.00(non-refundable)for each set,at the City of Bozeman,Engineering Department,
20 East Olive Street, Bozeman Montana 59715.
All bids and proposals for the construction of any public contract project shall contain a statement
showing that the bidder or contractor is duly and regularly registered under the laws of the State of
Montana, and the contractor's registration number shall appear upon such bid or proposal, and no
contract shall be awarded to any contractor unless he is the holder of registration, all as defined by
_ MCA 39-9-101 through 410.Forms for registration are available from the Department of Labor and
Industry,P.O.Box 8011, 1805 Prospect,Helena,Montana,59604-8011.Information on registration
can be obtained by calling 1-406-444-7734. All laborers and mechanics employed by contractors or
sub-contractors in performance of the construction work shall be paid wages at rates as may be
required by the laws of the State of Montana. Discrimination in the performance of any contract
awarded under this invitation on the basis of race,creed, sex,age,marital status,national origin,or
actual or perceived sexual orientation, gender identity or disability is prohibited. This prohibition
shall apply to the hiring and treatment of the awarded entity's employees and to all subcontracts.
1 INVITATION TO BID
Every entity submitting under this invitation must sign and return the required affirmation.
Each bid or proposal must be accompanied by a Certified Check, Cashier's Check, or Bid Bond
payable to the City of Bozeman,Montana,in an amount not less than Ten percent(10%)of the total
amount of the bid. Successful bidders shall furnish an approved Performance Bond and a labor and
materials Payment Bond,each in the amount of One Hundred percent(100%)of the contract amount.
Insurance as required shall be provided by the successful bidder(s) and a Certificate(s) of that
insurance shall be provided.
No bid may be withdrawn after the scheduled time for the public opening of bids,which is 2:3 0 p.m.
local time, May 20,2014.
The right is reserved to reject any or all proposals received,to waive informalities,to postpone the
award of the contract for a period of not to exceed Sixty(60)days, and to accept the bid which is in
the best interests of the Owner.
The City of Bozeman is required to be an Equal Opportunity Employer.
Dated at Bozeman, Montana, this 291h day of April, 2014.
Stacy Ulmen, CMC
City Clerk, City of Bozeman
Published Bozeman, Montana
May 4, 2014
May 11, 2014
2 INVITATION TO BID
INSTRUCTIONS TO BIDDERS
BIDS All Bids must be made on the forms provided in this bound copy of the Contract Documents. All
Bids must be legibly written in ink,with all prices given in figures and total bid amount given in words
and figures. No alterations by erasures or interlineations will be permitted in Bids or in the printed
forms. Each Bid shall be enclosed in a sealed envelope addressed to the City Clerk,City Hall, 121 N.
Rouse Avenue,P.O.Box 1230,Bozeman,Montana 59771-1230, and endorsed on the outside of the
envelope with the words: 2014 STREET IMPROVEMENTS, CITY OF BOZEMAN.
Bids shall be strictly in accordance with the prescribed form. Any modifications thereof or deviations
therefrom may be considered as sufficient cause for rejection.
Bids carrying riders or qualifications to the Bid being submitted may be rejected as irregular.
BID GUARANTEE No Bids will be considered unless accompanied by a Bid guarantee,in the amount
- stipulated in the Invitation To Bid, made unconditionally payable to the Owner,which may be either a
Cashier's Check or a Certified Check drawn on an acceptable bank. A Bidder's Bond issued by a surety
company authorized to do business in the State of Montana will also be acceptable.
SIGNATURE OF BIDDERS Each Bid must be signed in ink by the Bidder with his full name and with
his business address or place of residence. In case of a firm or partnership,the name and residence of
each member must be inserted. In case the Bid is submitted by,or in behalf of,a corporation,it must be
signed in the name of such corporation by an official who is authorized to bind the corporation,and who
shall also affix the corporate seal of such corporation. The Bid of a corporation which is signed by a
person other than a corporate officer must be accompanied by a Power of Attorney showing that persons
authority.
ONLY ONE PROPOSAL No Bidder may submit more than one Bid. Two Bids under different names
will not be received from one firm or association.
RESPONSIBILITIES OF AGENT Any person signing a Bid as the agent of another,or of others,may
be required to submit satisfactory evidence of this authority to do so.
The title of the person(s)executing the Bid or Agreement shall be clearly indicated beneath his signature.
QUALIFICATIONS OF BIDDERS Bidders may be required to submit satisfactory evidence that they
have a practical knowledge of the particular work bid upon, and that they have the necessary financial
resources to complete the proposed work.
In determining the lowest responsible bid, the following elements will be considered: whether the
Bidder involved(a)maintains a permanent place of business;(b)has adequate plant and equipment to do
the work properly and expeditiously; (c)has a suitable financial status to meet obligations incident to
the work; and (d) has appropriate technical experience.
1 INSTRUCTIONS TO BIDDERS
Each Bidder may be required to show that former work performed by him has been handled in such a
manner that there are no just or proper claims pending against such work. No Bidder will be acceptable
if he is engaged on any other work which impairs his ability to finance his contract. The Bidder shall
demonstrate his ability by meeting all requirements herein stipulated, if asked for them.
CONTRACT DOCUMENTS It is intended that the Montana Public Works Standard Specification,6'h
Edition(MPWSS), shall be used to govern the contractual and performance aspects of this project,and
is hereby incorporated as part of these CONTRACT DOCUMENTS, as modified by the City of
Bozeman Modifications to Montana Public Works Standard Specifications 6th Edition(COB MODS),
dated March 31,2011,including all addenda,which is also hereby incorporated as part of these contract
documents,and as further modified herein by the City of Bozeman. All standard forms of MPWSS shall
be utilized in executing these CONTRACT DOCUMENTS unless otherwise noted or revised in the
bound bid document.
- The complete CONTRACT DOCUMENTS which comprise this entire document,and are made a part
hereof, consist of the following:
- Invitation to Bid............................ Bound Herein
Instructions to Bidders.................. Bound Herein
Bid Form...................................... Bound Herein
Bid Bond...................................... Bound Herein
Agreement Form...........................Bound Herein
Payment Bond..............................MPWSSBound Herein
Performance Bond........................MPWSSBound Herein
Standard General Conditions........MPWSS
Supplementary Conditions............MPWSS/Bound Herein
Miscellaneous Forms
Notice of Award..................MPWSS
Notice To Proceed............. MPWSS
Change Order.....................MPWSS
Work Directive Change.......MPWSS
Application For Payment
(Guidance Only)............... MPWSS
Certificate of Substantial
Completion........................MPWSS
Wage Rates...................................Bound Herein
Special Provisions..........................Bound Herein
Technical Specification...................MPWSS; COB MODS; Standard Specifications for
Road and Bridge Construction,Montana Department
of Transportation(latest edition)
Appendix A--Standard Drawings......... MPWSS/Bound Herein
2 INSTRUCTIONS TO BIDDERS
Appendix B--Maps and Plan Sheets...... Bound Herein
EXAMINATION OF CONTRACT DOCUMENTS AND SITE Before submitting a bid,each Bidder
must (a) examine the Contract Documents thoroughly (b) visit the site to familiarize himself with
location conditions that may in any manner affect cost, progress or performance of the Work, (c)
familiarize himself with federal, state and local laws,ordinances,rules and regulations that may in any
manner affect cost,progress or performance of the Work; and(d)study and carefully correlate Bidder's
observations with the Contract Documents.
Any Bidder may,upon request,examine those reports of investigations and tests of subsurface and latent
physical conditions at the site (if any) which have been relied upon in preparing the drawings and
specifications. These reports are not guaranteed as to accuracy or completeness,nor are they part of the
Contract Documents. Before submitting his Bid each Bidder will, at his own expense, make such
additional investigations and tests as the Bidder may deem necessary to determine his Bid for
performance of the Work in accordance with the time, price and other terms and conditions of the
Contract Documents.
On request,Owner will provide each Bidder access to the site to conduct such investigations and tests as
each Bidder deems necessary for submission of his Bid. Any administrative requirements and associated
costs of such investigations are the responsibility of the Bidder.
The lands upon which the Work is to be performed, rights-of-way for access thereto and other lands
designated for use by Contractor in performing the Work are identified in the specifications or on the
drawings.
The submission of a Bid will constitute an incontrovertible representation by the Bidder that he has
complied with every requirement of this section and that the Contract Documents are sufficient in scope
and detail to indicate and convey understanding of all terms and conditions for performance of the work.
Where logs of test borings are included in the contract plans,it is agreed that such logs do not constitute
a part of the contract and are included only for the convenience of the bidder or Contractor and do not
relieve him of his duties under this section or of any other responsibility under the contract.
No information derived from any inspection of records of investigation or compilation thereof made by
the Owner will in any way relieve the bidder or Contractor from properly performing his obligations
under the contract.
UNDERGROUND UTILITIES The location of underground utilities as shown on the drawings is
approximate and the Owner assumes no responsibility for determining the exact location. The
Contractor shall note the reference to utility lines and service lines for various utilities as noted on the
drawings and that the approximate location may or may not be given. The Contractor shall make written
inquiry of the related utility agency to determine the location of underground utilities in the project area.
3 INSTRUCTIONS TO BIDDERS
INTERPRETATION OF CONTRACT DOCUMENTS If any person contemplating submitting a Bid for
the proposed contract is in doubt as to the true meaning of any part of the specifications, or other
proposed Contract Documents, he may submit to the Owner a written request for an interpretation
thereof. The person submitting the request will be responsible for its prompt delivery. Any
interpretation of the proposed documents will be made only by an addendum duly issued and a copy of
any such addendum will be mailed or delivered to each person receiving a set of such documents.
TIME OF COMPLETION The time of completion of the work is a basic consideration of the Contract.
It will be necessary that the Bidder satisfy the Owner of his ability to complete the work within the
stipulated time.
ADDENDA Any addenda issued during the time of bidding, or forming a part of the Contract
_ Documents loaned to the Bidder for the preparation of his proposal,shall be covered in the Bid and shall
be made a part of the Agreement. Receipt of each addendum shall be acknowledged in the Bid. Any Bid
in which all issued addenda are not acknowledged will be considered incomplete and will not be read.
PROPOSAL The bidder shall submit his proposal on the forms bound in these Contract Documents.
Neither the proposal nor any other pages bound herein or attached hereto shall be detached.
Proposals shall be in a sealed envelope and addressed to:
City Clerk
City Hall
121 N. Rouse Avenue
P.O. Box 1230
Bozeman,MT 59771-1230
The envelope shall also contain the following information:
Name of Project: City of Bozeman 2014 Street Improvements
Name of Contractor:
Montana Certificate of Contractor Registration No. s-4/cos
Acknowledge Receipt of Addendum No.: ,
In the lower left hand corner of the envelope print or type:
BID DOCUMENTS - DO NOT OPEN UNTIL 2:30 P.M., May 20,2014.
Proposals shall be made in accordance with the following instructions:
4 INSTRUCTIONS TO BIDDERS
A. Submit one copy of the complete bound document in an opaque sealed e nvelope. DO
NOT REMOVE THE PROPOSAL NOR ANY OTHER PAGES FROM THE BOUND CONTRACT
DOCUMENT.
B. Bids shall be made in ink upon the unaltered Bid Proposal Form supplied with these
documents.
C. All blank spaces must be properly filled.
D. The total bid price must be stated in both writing and in figures. In case of a discrepancy
between unit price and total bid price,the unit prices or lump sum prices shall be used in computing the
total bid price.
E. The proposal form shall contain no additions,conditions,stipulations,erasures,or other
irregularities.
F. The proposal must acknowledge receipt of all addenda issued.
G. The proposal must be signed in ink and display the bidder's name, address, and current
Montana Contractor's License Number.
SIGNING OF BIDS Bids which are not signed by individuals making them shall have attached thereto a
power of attorney evidencing authority to sign the bid in the name of the person for whom it is signed.
Bids which are signed for a co-partnership shall be signed by all of the co-partners or by an attorney-in-
fact. If signed by an attorney-in-fact, there shall be attached to the bid a power of attorney evidencing
authority to sign the bid.
Bids which are signed for a corporation shall have the correct corporate name thereof signed in
handwriting or in typewriting and the signature of the president or other authorized officer of the
corporation shall be manually written below the written or typewritten corporate name following the
work:
By:
Corporate Seal
5 INSTRUCTIONS TO BIDDERS
Title: e5
If bids are signed for any other legal entity, the authority of the person signing for such legal entity
should be attached to the bid.
BID REQUIREMENTS The bidder is expected to base his bid on materials and equipment complying
fully with the plans and specifications and, in the event he names in his bid materials or equipment
which do not conform, he will be responsible for furnishing materials and equipment which fully
conform at no charge in his bid price.
Before submitting a proposal,each Contractor should read the complete Contract Documents(including
all addenda), specifications and plans, including all related documents containing herein,all of which
contain provisions applicable not only to the successful bidder, but also to his subcontractors.
BID QUANTITIES Bidders must satisfy themselves by personal examination of the locations of the
proposed work and by such other means as they may prefer as to the correctness of any quantities.
The estimated unit quantities of the various classes of work to be done under this contract are
approximate and are to be used only as a basis for estimating the probable cost of the work and for
comparing the proposals offered for the work. The Contractor agrees that,during progress of the work,
the Owner may find it advisable to omit portions of the work,to increase or decrease the quantities as
may be deemed necessary or desirable, that the actual amount of work to be done and materials to be
furnished may differ from the estimated quantities, and that the basis for payment under this contract
shall be the actual amount of work done and the materials furnished.
The Contractor agrees that he will make no claim for damages, anticipated profits or otherwise on
account of any difference which may be found between quantities of work actually done and the
estimated quantities.
MODIFICATION AND WITHDRAWAL OF BID Bids may be modified or withdrawn by an
appropriate document duly executed in the manner that a Bid must be executed and delivered to the
place where Bids are to be submitted prior to the date and time for the opening of Bids as called for in
the Invitation to Bid.Requests for modification or withdrawal must be written and must be signed in the
same manner and by the same person(s)who signed the Bid.
If, within twenty-four hours after Bids are opened any Bidder files a duly signed written notice with
Owner and promptly thereafter demonstrates to the reasonable satisfaction of Owner that there was a
material and substantial mistake in the preparation of its Bid,that Bidder may withdraw its Bid and the
Bid security will be returned. Thereafter, if the Work is rebid or negotiated, that Bidder will be
disqualified from further bidding on the Work.
ACCEPTANCE AND REJECTION OF THE BIDS The Owner reserves the right to acceptor reject the
Bids,or portions of Bids if denoted in the Bid as separate schedules,and to award more than one Bid or
6 INSTRUCTIONS TO BIDDERS
1
5200 Thrope Rd o Belgrade, MT 59714
p oWIMoM, iivc- Phone: 406-388-9707 o Fax: 406-388-0724
May 28,2014
Andy Kerr
Public Service
City Engineering
Engineering Assistant
Re: Bozeman City Street Improvement information request
Dear Mr.Kerr,
Subcontractor: Norm Jones will be doing the milling on the project with 50 plus years experience milling
around the Gallatin Valley,Mountain West Holding will be doing traffic control and has been in business
since 2009,RM Trucking and TMC will be delivering material along with our trucks.
Material Supplier: Knife River will be the only material supplier that we will be using.They will provide us
with the asphalt,tack oil,and concrete that will be needed to complete the project.
Equipment: High Country Paving owns all equipment that we will have on the job site.We will be using an
L8816 Leebov paver with grade control,trucks,Caterpillar rollers,tack distributor,skid steer,and sweeper
on this job.
Employees who will be on the job site are listed in a table attached to this letter along with their position
and years of experience.
Our current and projected workload for the 2014 season is as follows:
• Baxter Meadow Apartments,Bozeman Mt;Rimrock Construction;paving
• Falcon Hallow;curb and gutter,sidewalk,and paving
• Bozeman Water Treatment Plant;Apollo,INC.;grading and paving
• Tara Estates, Watford City ND;curb and gutter,paving
• Livingston MT Main Street;Dick Anderson;paving
• Dillon Water Treatment Plant;H&H Excavating;paving
• Ophir School,Big Sky MT;Walker Excavating;curb and gutter,sidewalk,paving
Similar work that we have done include milling edges and overlaying streets in Glendive MT,MT Dept of
Transportation Fallon Slide Repair,M'1'Dept of Transportation ER 2-2(43)70 Plevna Slide Repair,Air
National Guard mill and over-lay work in Great Falls,MT.
Thank you for the opportunity to work with you and the City of Bozeman on the street improvements.
Sincerely,
#eCrilWe
Attch: Employees, Position,Years Experience
n �.
High Country Paving Employees, Position,and Years Experience
Name Position Years Experience
Kelly Barbao Laborer 10
Andre Brown Equipment Operator 10
Jesse Chacon Laborer 3
Hap Clark Laborer 10
Gumaro Delgado Laborer 15
Rafmo Delgado Laborer 20
Jason Francis Laborer 2
Gasper Meraz Laborer 3
Erik Ramirez Laborer 3
Matthew Ridder Equipment Operator 8
Caleb Salsbury Equipment Operator 6
Daniel Swenson Owner/Supervisor/ 12
Equipment Operator
Darin Swenson Owner/Supervisor/Paver 12
Operator
Derek Swenson Owner/Supervisor/Paver 12
Operator
Thomas Ayers Truck Driver 15
Clifford Cox Truck Driver 45
Forest Dickey Truck Driver 15
Patrick Hall Truck Driver 11
Travis Marburger Truck Driver 9
Farrin Pearson Truck Driver 15
schedule for the same Bid if any of the aforementioned combination of Bids or schedules will be in the
best interest of the Owner. The Owner reserves the right to waive irregularities in any Bid submitted,or
reject nonconforming, non-responsive or conditional Bids and to correct arithmetical errors in the Bid
prior to comparison.
SUBCONTRACTORS Within seven days after Bids are opened,the apparent low Bidder,and any other
Bidder so requested, shall submit a list of all Subcontractors he expects to use in the work.
An experience statement with pertinent information as to similar projects and other evidence of
qualification shall be furnished for each named subcontractor,if requested by the Owner. If the Owner
or Engineer after due investigation has reasonable objection to any proposed Subcontractor,they may,
before giving the Notice of Award,request the apparent low Bidder to submit an acceptable substitute.
If the substitution results in an increase in the Bid, a corresponding adjustment will be made in the
contract price. If the apparent low Bidder declines to make any such substitution,the contract may not
be awarded to such Bidder,but Bidder's refusal to substitution will not constitute grounds for forfeiture
of Bid Security. Any subcontractor so listed and to whom Owner or Engineer does not make written
objection prior to the giving of the Notice of Award will be deemed acceptable to the Owner and
Engineer.
Contractor shall not be required to employ any subcontractor against whom he has reasonable objection.
The use of subcontractors listed by the Bidder and accepted by Owner prior to the Notice of Award will
be required in the performance of the work.
The Contractor shall be required to perform at least 40 percent of the original contract cost
(excluding cost of Traffic Control)with the Contractor's organization. Where an entire item is
subcontracted, the percentage of the work subcontracted is based on the original contract item unit
price. When a portion of an item is subcontracted,the percentage of the work subcontracted will be
based on either the subcontract item unit price or on an estimated percentage of the contract item unit
price, determined by the City Engineer. An item will not be considered partially subcontracted unless
the prime contractor performs a portion of the work (equipment, materials or labor). If the same item
is subcontracted at multiple levels, the cost is only accounted for at the first level. When an item
added by change order is subcontracted,the cost of the item does not count towards the required
contract performance.
AWARD OF CONTRACT The award of contract,if awarded,will be made within the period specified
in the Invitation To Bid to the lowest responsible Bidder whose Bid complies with all the requirements
prescribed herein. The successful Bidder will be notified by letter,mailed to the address shown on the
Bid,that his Bid has been accepted and that he has been awarded the contract.
CANCELLATION OF AWARD The Owner reserves the right to cancel the award of any contract at
any time before the complete execution of the Agreement by all parties without any liability against the
7 INSTRUCTIONS TO BIDDERS
Owner.
RETURN OF BID GUARANTEE All Bid guarantees,except those of the three lowest Bidders,will be
returned immediately following the opening and checking of the Bids. The Bid guarantees of the
unsuccessful of the three lowest Bidders will be returned within ten(10)days following the award ofthe
contract. The Bid guarantee of the Bidder to whom the contract is awarded will be returned when said
Bidder has executed an Agreement and filed satisfactory Performance and Payment Bonds as hereinafter
stipulated.
PERFORMANCE AND PAYMENT BONDS The Contractor to whom the contract is awarded will be
required to furnish a Performance Bond and a Payment Bond in favor of the Owner each in an amount
equal to one-hundred percent(100%) of the Agreement amount.
The Bonds shall be executed on the forms bound herein, signed by a surety company authorized to do
business in the State of Montana, and acceptable as a surety to the Owner and countersigned by a
Montana Resident Agent.
With the Bonds,there shall be filed with the Owner one copy of Power of Attorney certified to include
the date of the Bond.
EXECUTION AND APPROVAL OF AGREEMENT The Agreement shall be signed by the successful
- Bidder and returned, together with the contract Bonds, within the time shown on the Bid. If the
Agreement is not executed by the Owner within fifteen(15)days following receipt from the Bidder of
the signed Agreements and Bonds,the Bidder shall have the right to withdraw his Bid without penalty.
No Agreement shall be considered as effective until it has been fully executed by all of the parties
thereto.
FAILURE TO EXECUTE AGREEMENT Failure to execute the Agreement and furnish a Performance
Bond and Payment Bond shall be just cause for annulment of the award. In the event of such annulment
of the award, the Bid guarantee shall be forfeited to the Owner, not as a penalty but as liquidation of
damages sustained. Award may then be made to the next lowest responsible and qualified Bidder,or the
work may be re-advertised as the Owner may decide.
BOUND COPY OF CONTRACT DOCUMENTS None of the Instructions to Bidders,Bid Form,Bond
forms,Agreement,contract stipulations,or other specifications shall be removed from the bound copy of
Contract Documents prior to submission of Bid.
PAYMENTS Payment for all work performed under this Agreement will be made by the Owner within
the time period specified in and in accordance with the procedures outlined in the General Conditions.
Payments made after the time limit will be subject to interest at the rate specified in the Agreement.
When the work extends beyond thirty(30)days,progress payments will be made monthly for any work
accomplished during the preceding month, but subject to retainage as specified elsewhere.
8 INSTRUCTIONS TO BIDDERS
PREVAILING WAGE RATES On all projects and contracts with the Owner, Contractor and all
subcontractors shall pay for all labor employed the standard prevailing rate of wages. The standard
prevailing rate of wages as used herein means that standard prevailing rate of wages in the locality where
the work is to be performed as determined by the Montana Commissioner of Labor pursuant to MCA 18-
2-402 and as bound herein. The Contractor and subcontractors are directed to the Montana
Commissioner of Labor for information on the standard prevailing rate of wages applicable to this
contract within this area. Each contractor and employer shall maintain payroll records in a manner
readily capable of being certified for submission under 18-2-423,Montana Code Annotated(MCA),for
not less than 3 years after the contractor's or employer's completion of work on the project.
POSTING Contractor shall post in a prominent and accessible place on the site of the work a legible
statement of all wages to be paid to the employees.
LOCAL LABOR Contractor shall give preference to the employment of Montana residents in
accordance with applicable portions of Title 18, Chapter 2, Part 4, MCA.
MONTANA CONTRACTOR REGISTRATION REQUIREMENTS No bids will be considered that do
not carry the Bidder's Certificate of Contractor's Registration number on the envelope containing the Bid
and on the Bid. Information pertaining to the Montana Contractor Registration requirements may be
obtained from the Montana State Department of Revenue, Helena, Montana. (1-406-444-7734)
ADDITIONAL CONTRACTOR LICENSE FEE(MONTANA CONTRACTORS GROSS RECEIPTS
TAXI In accordance with Title 15, Chapter 50, MCA, the Owner shall withhold, in addition to other
amounts withheld as provided by law or specified herein, I percent (1%) of all payments due the
Contractor and shall transmit such moneys to the Montana Department of Revenue.
BIDDER PREFERENCE In accordance with the provisions of Title 18, Chapter 1, Part 1, MCA, a
preference will be given to the lowest responsible Bidder who is a resident of the State of Montana over
a nonresident Bidder from any state or country that enforces a preference in their state or country for
their resident Bidders.The preference given to Montana resident Bidders will be equal to the preference
given in the other state or country. This preference applies unless specifically prohibited by Federal laws
or regulations. Products manufactured or produced in the State of Montana shall be preferred for use in
all projects if such products are comparable in price and quality. Further,wherever possible,products
manufactured and produced in the State which are suitable substitutes for products manufactured or
produced outside the State and comparable in price,quality and performance shall be preferred for use in
this project. Preference regarding these products shall be in accordance with the laws of the State of
Montana.
CITY OF BOZEMAN BUSINESS LICENSE All Contractors conducting work within the City of
Bozeman are required to have a current Business License. Applications for Business Licenses may be
obtained at City Hall, 121 N. Rouse Avenue,Bozeman, Montana.
9 INSTRUCTIONS TO BIDDERS
BID FORM
2014 STREET IMPROVEMENTS
CITY OF BOZEMAN
BOZEMAN, MONTANA 59771
TO: City Clerk
P.O. Box 1230
Bozeman,Montana 59771-1230
THE UNDERSIGNED BIDDER,having familiarized himself with the Work required by the Contract
Documents, the site(s) where the work is to be performed, local labor conditions and all laws,
regulations,municipal ordinances and other factors which may affect the performance of the Work,and
having satisfied himself of the expense and difficulties attending performance of the work:
HEREBY PROPOSES and agrees, if this bid is accepted, to enter into an Agreement, in the form
attached,to perform all work for the construction of Seal Coating, Cold Milling,and Hot Mix Overlays,
including the assumption of all obligations, duties, and responsibilities necessary for the successful
completion of the contract and the furnishing of all materials and equipment required to be incorporated
in, and form a permanent part of,the work;tools,equipment, supplies,transportation, facilities,labor,
superintendence, and services required to perform the Work; Bonds, Insurance and Submittals; all as
indicated or specified in the Contract Documents to be performed or furnished by Contractor within the
time and for the prices set forth in the following schedules.
The undersigned bidder agrees to be bound by this Bid for a period not to exceed that specified in the
Invitation to Bid.
The undersigned Bidder agrees to furnish the required Bonds and to enter into a contract within fifteen
(15)calendar days after Owner's acceptance of this Bid,and further agrees to complete all Work within
the time specified per schedule after commencement of the contract time as defined in the General
Conditions.
The allowed contract time is 30 calendar days.
Where multiple schedules are awarded under a single Contract,the contract times shall run concurrently
unless separate notices to proceed are issued for the awarded schedules.
Liquidated Damages shall be as specified in Article 2.2 of the Agreement Form.
The undersigned Bidder agrees that the unit prices shall govern in checking the Bid, and should a
discrepancy exist in the total prices and total amount of Bid as listed above,after extensions are checked
- and corrections made, if any, the total amount of the Bid as corrected shall be used in awarding the
contract.
1 BID FORM
The undersigned Bidder agrees that he has been afforded access to the construction site and has
performed those independent site investigations as he deemed necessary.
- The undersigned Bidder hereby certifies the following:
A) That this Bid is genuine and is not made in the interest of, or on behalf of,any undisclosed person,
firm, or corporation, and is not submitted in conformity with any agreement or rules of any group,
association, organization, or corporation;
B) That he has not directly or indirectly solicited any other Bidder to put in a false or sham Bid;
C) That he has not solicited or induced any person, firm, or corporation to refrain from bidding;
D) That he has not sought by collusion to obtain for himself any advantage over any other Bidder or
over the Owner.
E) That he is not currently operating beyond the contract time on any previously awarded public works
contract as defined and required by Article 15-50-203, MCA, as amended.
The undersigned Bidder(s) either singularly or as a joint venture hereby certifies (certify)pursuant to
Article 37-71-203,MCA, that he (they) is (are) duly and regularly licensed.
2 BID FORM
BIDDER agrees to perform all the work described in the CONTRACT DOCUMENTS for the following
unit prices or lump sums:
BID SCHEDULE
2014 STREET IMPROVEMENTS
NO, ITEM UNIT UNIT PRICE QUANTITY TOTAL PRICE
(Figures) (Figures)
101 Cold Milling of S.Y. $ 1 21,751 $ 33,71q sS
Existing Pavement
(2" nominal depth)
102 Hot Mix Asphalt Ton $ 1nY 2,600 $ // to—
Surface Course,
Type B Plant Mix,
in place
103 Adjust valve box Each $ So°- 7 $ ,36005
104 Adjust manhole Each $ !504"� 1
Ring and cover
105 Unclassified exca- SF $ ► Z� 5,630 $ 7e37 so
vation above
subgrade
106 4" Thick Concrete SF $ 15'S 460 $ Z.S3o0-i
107 6" Thick Concrete SF $ 70 290 $ 7_1 -7s 9.0
108 Concrete fillet SF $ 7�" 262 $ zogo 4_'0
109 Concrete valley SF $ 7 352 $ Z-rzo
Gutter
110 Detectable warning SF $ ZS f 80 $ Z600
111 Curb and gutter LF $ 2.tc`L 131 $ 3yoto0-9
3 BID FORM
112 Construction LS $ Z yb6tn� LS $ zs/'000-1
Traffic Control
TOTAL BASE BID $ zq(.0
Tc,>6 f-luaD�io �ozY 'SAX Tflousa-,b i-,yz --
(TOTAL BASE BID —WRITTEN WORDS)
The undersigned Bidder acknowledged receipt of the following Addenda,which have been considered in
preparation of this Bid:
No. Dated
No. Dated
No. Dated
No. Dated
Submitted this z o day of Nt r , 2014.
SIGNATURE OF BIDDER:
Montana Contractor Registration Number Sy/C,5
If an individual:
doing business as
If a Partnership: by
partner
If a Corporation: AJ81 9 -Ptvi,o5
(a)
4 BID FORM
by
(Seal &
Title I.s-7', , ,a Attest)
Business Address of Bidder:
�LL.G,z.�r7L , 5-9 '7A y
If Bidder is a joint venture, other party must sign below:
Montana License Number and Class
If an Individual: doing
business as
If a Partnership:
- by Partner
If a Corporation:
(a) Corporation
by
(Seal &
Title Attest)
5 BID FORM
NON-DISCRIMINATION AFFIRMATION FORM
14rq}.( �T e[name of entity submitting]hereby affirms it will not discriminate
on the basis of race,color,religion, creed, sex,age,marital status,national origin,or because
of actual or perceived sexual orientation, gender identity or disability in the performance of
work performed for the city of Bozeman,if a contract is awarded to it,and also recognizes the
eventual contract,if awarded,will contain a provision prohibiting discrimination as described
above and that this prohibition shall apply to the hiring and treatment of the
[name of entity submitting] employees and to all subcontracts it
enters into in performance of the agreement with the city of Bozeman.
Signature of Bidder:
P authorized to sign on behalf of the bidder
PENAL SUM FORM
BID BOND
Any singular reference to Bidder,Surety,Owner or other party shall be considered plural where applicable.
BIDDER(Name and Address):
SURETY (Name and Address of Principal Place of Business):
OWNER(Name and Address):
BID
Bid Due Date:
Description (Project Name and Include Location):
BOND
Bond Number:
Date(Not earlier than Bid dale date):
Penal sum $
(Words) (Figures)
Surety and Bidder,intending to be legally bound hereby, subject to the terms set forth below,do each cause this
Bid Bond to be duly executed by an authorized officer,agent,or representative.
BIDDER SURETY
(Seal) (Seal)
Bidder's Name and Corporate Seal Surety's Name and Corporate Seal
By: By:
Signature Signature(Attach Power of Attorney)
Print Name Print Name
Title Title
Attest: Attest:
Signature Signature
Title Title
Note:Above addresses are to be used for giving any required notice. Provide execution by any additional
parties, such as joint venturers, if necessary.
EJCDC C-430 Bid Bond(Penal Sum Form)
Prepared by the Engineers Joint Contract Documents Committee.
Page 1 of 2
PENAL SUM FORM
1. Bidder and Surety,jointly and severally, bind themselves, their heirs, executors, administrators, successors,
and assigns to pay to Owner upon default of Bidder the penal sum set forth on the face of this Bond. Payment of
the penal sum is the extent of Bidder's and Surety's liability. Recovery of such penal sum under the terms of this
Bond shall be Owner's sole and exclusive remedy upon default of Bidder.
2. Default of Bidder shall occur upon the failure of Bidder to deliver within the time required by the Bidding
Documents (or any extension thereof agreed to in writing by Owner) the executed Agreement required by the
Bidding Documents and any performance and payment bonds required by the Bidding Documents.
3. This obligation shall be null and void if.
3.1 Owner accepts Bidder's Bid and Bidder delivers within the time required by the Bidding Documents(or
any extension thereof agreed to in writing by Owner)the executed Agreement required by the Bidding
Documents and any performance and payment bonds required by the Bidding Documents,or
3.2 All Bids are rejected by Owner,or
3.3 Owner fails to issue a Notice of Award to Bidder within the time specified in the Bidding Documents
(or any extension thereof agreed to in writing by Bidder and,if applicable,consented to by Surety when
required by Paragraph 5 hereof).
4. Payment under this Bond will be due and payable upon default of Bidder and within 30 calendar days after
receipt by Bidder and Surety of written notice of default from Owner,which notice will be given with reasonable
promptness,identifying this Bond and the Project and including a statement of the amount due.
5. Surety waives notice of any and all defenses based on or arising out of any time extension to issue Notice of
Award agreed to in writing by Owner and Bidder, provided that the total time for issuing Notice of Award
including extensions shall not in the aggregate exceed 120 days from Bid due date without Surety's written
consent.
6. No suit or action shall be commenced under this Bond prior to 30 calendar days after the notice of default
required in Paragraph 4 above is received by Bidder and Surety and in no case later than one year after Bid due
date.
7. Any suit or action under this Bond shall be coirunenced only in a court of competent jurisdiction located in
the state in which the Project is located.
8. Notices required hereunder shall be in writing and sent to Bidder and Surety at their respective addresses
shown on the face of this Bond. Such notices may be sent by personal delivery,commercial courier,or by United
States Registered or Certified Mail,return receipt requested,postage pre-paid,and shall be deemed to be effective
upon receipt by the party concerned.
9. Surety shall cause to be attached to this Bond a current and effective Power of Attorney evidencing the
authority of the officer, agent, or representative who executed this Bond on behalf of Surety to execute, seal,and
deliver such Bond and bind the Surety thereby.
10. This Bond is intended to conform to all applicable statutory requirements. Any applicable requirement of any
applicable statute that has been omitted from this Bond shall be deemed to be included herein as if set forth at
length. If any provision of this Bond conflicts with any applicable statute, then the provision of said statute shall
govern and the remainder of this Bond that is not in conflict therewith shall continue in full force and effect.
11. The term"Bid"as used herein includes a Bid,offer,or proposal as applicable.
EJCDC C-430 Bid Bond(Penal Sum Form)
Prepared by the Engineers Joint Contract Documents Committee.
Page 2 or 2
AGREEMENT FORM
THIS AGREEMENT is dated as of the day of in the year 2014 , by and
between CITY OF BOZEMAN,hereinafter called OWNER,and hereinafter
called CONTRACTOR.
OWNER AND CONTRACTOR, in consideration of the mutual covenants hereinafter set forth,
agree as follows:
Article 1. WORK.
_ CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents.
The project work is generally described as follows: Cold Milling and Hot Mix Asphalt
Overlays, and Valley Gutter Installations.
The project for which the Work under the Contract Documents may be the whole or only a part is
generally described as follows: City of Bozeman 2014 Street Improvements.
Article 2. CONTRACT TIME.
2.1 The Work will be completed within 30 days after the date when the contract time
commences to run as provided in the General Conditions. Final payment will be withheld
until final completion and acceptance of the Work, as stipulated in this Agreement.
2.2 Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence in
this Agreement and that OWNER will suffer financial loss if the Work is not substantially
complete within the time specified above,plus any extensions thereof allowed in accordance
with the General Conditions. They also recognize the delays, expense and difficulties
involved in proving,in a legal or arbitration proceeding,the actual loss suffered by OWNER
if the Work is not substantially complete on time. Accordingly,instead of requiring any such
proof,OWNER and CONTRACTOR agree that as liquidated damages for delay(but not as a
penalty) CONTRACTOR shall pay OWNER one hundred dollars ($ 100.00) for each day
that expires after the time specified herein until the Work is substantially complete.
Article 3. CONTRACT PRICE.
3.1 OWNER shall pay CONTRACTOR for performance of the Work in accordance with the
Contract Documents the sum(subject to adjustment as provided in the Contract Documents)
of Dollars($ ).
Article 4. PAYMENT PROCEDURES.
CONTRACTOR shall submit applications for payment in accordance with the General Conditions.
Applications for payment will be processed as provided in the General Conditions.
4.1 Progress Payments. OWNER will make progress payments monthly on account of the
contract price on the basis of CONTRACTOR'S application for payment as recommended by
ENGINEER. All progress payments will be on the basis of the progress of the Work
measured by the schedule of values provided for in the General Conditions.
- 4.1.1 The OWNER may retain five (5) percent of the amount due the CONTRACTOR in
accordance with the General Conditions and as outlined herein.
4.2 Final Payment. Upon final completion and acceptance of the Work in accordance with the
General Conditions,OWNER shall pay the remainder of the contract price as recommended
by ENGINEER.
Article 5. INTEREST.
All monies not paid when due hereunder shall bear interest at the simple rate established by
the Federal Cost of Money Rate commencing at the time of a claim.
Article 6. CONTRACTOR'S REPRESENTATIONS.
- In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the
following representations:
6.1 CONTRACTOR has familiarized himself with the nature and extent of the Contract
Documents, Work, locality, and with all local conditions and federal, state and local laws,
ordinances,rules and regulations that in any manner may affect cost,progress or performance
of the Work.
6.2 CONTRACTOR has studied carefully all reports of investigations and tests of subsurface
and latent physical conditions at the site or otherwise affecting cost,progress or performance
of the Work which were relied upon by ENGINEER in the preparation of the drawings and
specifications and which have been identified in the modifications to the General Conditions.
6.3 CONTRACTOR has made or caused to be made examinations,investigations and tests and
studies of such reports and related data in addition to those referred to above as he deems
necessary for the performance of the Work at the contract price,within the contract time and
in accordance with the other terms and conditions of the Contract Documents, and no
additional examinations, investigations,tests,reports or similar data are or will be required
by CONTRACTOR for such purposes.
6.4 CONTRACTOR has correlated the results of all such observations, examinations,
investigations, tests, reports and data with the terms and conditions of the Contract
Documents.
6.5 CONTRACTOR has given ENGINEER written notice of all conflicts,errors or discrepancies
that he has discovered in the Contract Documents and the written resolution thereof by
ENGINEER is acceptable to CONTRACTOR.
Article 7. CONTRACT DOCUMENTS.
The Contract Documents which comprise the entire Agreement between OWNER and
_. CONTRACTOR are attached to this Agreement,made a part hereof and consist of the following:
7.1 This Agreement.
7.2 Exhibits to this Agreement (if any).
7.3 Performance Bond, Payment Bond, and Bid Bond.
7.4 Invitation to Bid.
7.5 Instructions to Bidders and Bid Form.
7.6 Certificate(s) of Insurance.
7.7 General Conditions (by reference).
7.8 Supplementary Conditions.
7.9 Wage Rates.
7.10 Special Provisions and Measurement and Payment.
7.11 Montana Public Works Specifications,Sixth Edition,and City of Bozeman Modifications to
Montana Public Works Standard Specifications Sixth Edition, March 31, 2011 (by
reference).
7.12 Appendix A and Appendix B.
7.13 Addenda listed on the Bid forms.
7.14 CONTRACTOR'S executed Bid forms.
7.15 Documentation submitted by CONTRACTOR prior to Notice of Award.
7.16 Notice of Award.
7.17 Notice to Proceed.
7.18 Any modification, including Change Orders, duly delivered after execution of Agreement.
7.19 Any Notice of Partial Utilization.
7.20 Notice of Substantial Completion.
7.21 Notices of Final Completion and Acceptance.
There are no Contract Documents other than those listed above in this Article 7. The Contract
Documents may only be altered, amended or repealed by a modification(as defined in the General
Conditions).
Article 8. MISCELLANEOUS.
-- 8.1 Terms used in this Agreement which are defined in the General Conditions shall have the
meanings indicated in the General Conditions.
8.2 This Agreement and all of the covenants hereof shall inure to the benefit of and be binding
upon the OWNER and the CONTRACTOR respectively and his partners, successors,
assigns,and legal representatives. Neither the OWNER nor the CONTRACTOR shall have
the right to assign, transfer or sublet his interest or obligations hereunder without written
consent of the other party. The OWNER reserves the right to withdraw at any time from any
subcontractor where Work has proven unsatisfactory the right to be engaged in or employed
upon any part of the Work.
8.3 In the event it becomes necessary for either party to this Agreement to retain an attorney to
enforce any of the terms or conditions of this Agreement or to give any notice required
herein, then the prevailing party or the party giving notice shall be entitled to reasonable
attorney's fees and costs.
8.4 Any amendment of modifications of this Agreement or any provisions herein shall be made
in writing and executed in the same manner as this original document and shall after
execution become a part of this Agreement.
8.5 The Contractor agrees not to discriminate in the fulfillment of this Agreement on the basis of
race, color, religion, creed, sex, age, marital status, national origin, or actual or perceived
sexual orientation,gender identity or disability. The Contractor agrees this requirement shall
apply to the hiring and treatment of the Contractor's employees and to all subcontracts.
IN WITNESS WHEREOF,the parties hereto have executed this Agreement the day and year first
above written.
(CONTRACTOR)
By (SEAL &)
(ATTEST)
Title
(JOINT VENTURE)
By (SEAL&)
(ATTEST)
Title
City of Bozeman
(OWNER)
By
(CITY MANAGER)
(SEAL &)
(ATTEST)
APPROVED AS TO FORM:
(CITY ATTORNEY)
PERFORMANCE BOND
Any singular reference to Contractor, Surety, Owner, or other party shall be considered plural where applicable.
CONTRACTOR(Name and Address): SURETY(Name, and Address of Principal Place of Business):
OWNER (Name and Address):
CONTRACT
Effective Date of Agreement:
Amount:
Description(Name and Location):
BOND
Bond Number:
Date (Not earlier than Effective Date of
Agreement):
Amount:
Modifications to this Bond Form:
Surety and Contractor,intending to be legally bound hereby, subject to the terms set forth below,do each cause
this Performance Bond to be duly executed by an authorized officer,agent,or representative.
CONTRACTOR AS PRINCIPAL SURETY
(Seal) (Seal)
Contractor's Name and Corporate Seal Surety's Name and Corporate Seal
By: By:
Signature Signature(Attach Power of Attorney)
Print Name Print Name
Title Title
Attest: Attest:
Signature Signature
Title Title
Note: Provide execution by additional parties, such as joint venturers, if necessary.
EJCDC C•610 Performance Bond
Prepared by the Engineers Joint Contract Documents Committee.
Page 1 of 3
Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators,
successors, and assigns to Owner for the performance of the Contract, which is incorporated herein by
reference.
1. If Contractor performs the Contract, Surety and Contractor have no obligation under this Bond,except to
participate in conferences as provided in Paragraph 2.1.
2. If there is no Owner Default,Surety's obligation under this Bond shall arise after:
2.1 Owner has notified Contractor and Surety, at the addresses described in Paragraph 9 below, that
Owner is considering declaring a Contractor Default and has requested and attempted to arrange a
conference with Contractor and Surety to be held not later than 15 days after receipt of such notice
to discuss methods of performing the Contract. If Owner, Contractor, and Surety agree, Contractor
shall be allowed a reasonable time to perform the Contract, but such an agreement shall not waive
Owner's right,if any,subsequently to declare a Contractor Default; and
2.2 Owner has declared a Contractor Default and formally terminated Contractor's right to complete
the Contract. Such Contractor Default shall not be declared earlier than 20 days after Contractor
and Surety have received notice as provided in Paragraph 2.1; and
2.3 Owner has agreed to pay the Balance of the Contract Price to:
1. Surety in accordance with the terms of the Contract; or
2. Another contractor selected pursuant to Paragraph 3.3 to perform the Contract.
3. When Owner has satisfied the conditions of Paragraph 2, Surety shall promptly, and at Surety's expense,
take one of the following actions:
3.1 Arrange for Contractor,with consent of Owner,to perform and complete the Contract; or
3.2 Undertake to perform and complete the Contract itself, through its agents or through independent
contractors;or
3.3 Obtain bids or negotiated proposals from qualified contractors acceptable to Owner for a contract
for performance and completion of the Contract, arrange for a contract to be prepared for execution
by Owner and contractor selected with Owner's concurrence, to be secured with performance and
payment bonds executed by a qualified surety equivalent to the bonds issued on the Contract, and
pay to Owner the amount of damages as described in Paragraph 5 in excess of the Balance of the
Contract Price incurred by Owner resulting from Contractor Default; or
3.4 Waive its right to perform and complete, arrange for completion, or obtain a new contractor, and
with reasonable promptness under the circumstances:
1. After investigation, determine the amount for which it may be liable to Owner and, as soon as
practicable after the amount is determined,tender payment therefor to Owner;or
2. Deny liability in whole or in part and notify Owner citing reasons therefor.
4. If Surety does not proceed as provided in Paragraph 3 with reasonable promptness, Surety shall be
deemed to be in default on this Bond 15 days after receipt of an additional written notice from Owner to
Surety demanding that Surety perform its obligations under this Bond, and Owner shall be entitled to enforce
any remedy available to Owner. If Surety proceeds as provided in Paragraph 3.4, and Owner refuses the
payment tendered or Surety has denied liability, in whole or in part, without further notice Owner shall be
entitled to enforce any remedy available to Owner.
5. After Owner has terminated Contractor's right to complete the Contract,and if Surety elects to act under
Paragraph 3.1, 3.2, or 3.3 above, then the responsibilities of Surety to Owner shall not be greater than those
of Contractor under the Contract, and the responsibilities of Owner to Surety shall not be greater than those
of Owner under the Contract. To the limit of the amount of this Bond, but subject to commitment by Owner
of the Balance of the Contract Price to mitigation of costs and damages on the Contract, Surety is obligated
without duplication for:
BJCDC C-610 Performance Bond
Prepared by the Engineers Joint Contract Documents Committee.
Page 2 of 3
5.1 The responsibilities of Contractor for correction of defective Work and completion of the Contract;
5.2 Additional legal, design professional, and delay costs resulting from Contractor's Default, and
resulting from the actions of or failure to act of Surety under Paragraph 3; and
5.3 Liquidated damages, or if no liquidated damages are specified in the Contract, actual damages
caused by delayed performance or non-performance of Contractor.
6. Surety shall not be liable to Owner or others for obligations of Contractor that are unrelated to the
Contract, and the Balance of the Contract Price shall not be reduced or set off on account of any such
unrelated obligations. No right of action shall accrue on this Bond to any person or entity other than Owner
or its heirs,executors, administrators,or successors.
7. Surety hereby waives notice of any change, including changes of time, to Contract or to related
subcontracts,purchase orders, and other obligations.
8. Any proceeding, legal or equitable, under this Bond may be instituted in any court of competent
jurisdiction in the location in which the Work or part of the Work is located, and shall be instituted within
two years after Contractor Default or within two years after Contractor ceased working or within two years
after Surety refuses or fails to perform its obligations under this Bond, whichever occurs first. If the
provisions of this paragraph are void or prohibited by law, the minimum period of limitation available to
sureties as a defense in the jurisdiction of the suit shall be applicable.
9. Notice to Surety, Owner, or Contractor shall be mailed or delivered to the address shown on the signature
page.
10. When this Bond has been furnished to comply with a statutory requirement in the location where the
Contract was to be performed, any provision in this Bond conflicting with said statutory requirement shall be
deemed deleted herefrom and provisions conforming to such statutory requirement shall be deemed
incorporated herein. The intent is that this Bond shall be construed as a statutory bond and not as a common
law bond.
11. Definitions.
11.1 Balance of the Contract Price: The total amount payable by Owner to Contractor under the
Contract after all proper adjustments have been made, including allowance to Contractor of any
amounts received or to be received by Owner in settlement of insurance or other Claims for
damages to which Contractor is entitled, reduced by all valid and proper payments made to or on
behalf of Contractor under the Contract.
11.2 Contract: The agreement between Owner and Contractor identified on the signature page,
including all Contract Documents and changes thereto.
11.3 Contractor Default: Failure of Contractor,which has neither been remedied nor waived,to perform
or otherwise to comply with the terms of the Contract.
11.4 Owner Default: Failure of Owner, which has neither been remedied nor waived, to pay Contractor
as required by the Contract or to perform and complete or otherwise comply with the other terms
thereof.
FOR INFORMATION ONLY—(Name,Address and Telephone)
Surety Agency or Broker:
Owner's Representative(Engineer or other arty):
EJCDC C-610 Performance Bond
Prepared by the Engineers Joint Contract Documents Committee.
Page 3 of 3
PAYMENT BOND
Any singular reference to Contractor, Surety,Owner,or other party shall be considered plural where applicable.
CONTRACTOR(Name and Address): SURETY(Name, and Address of Principal Place of
Business):
OWNER(Name and Address):
CONTRACT
Effective Date of Agreement:
Amount:
Description(Name and Location):
BOND
Bond Number:
Date (Not earlier than Effective Date of
Agreement):
Amount:
Modifications to this Bond Form:
Surety and Contractor,intending to be legally bound hereby, subject to the terms set forth below,do each
cause this Payment Bond to be duly executed by an authorized officer, agent,or representative.
CONTRACTOR AS PRINCIPAL SURETY
(Seal) (Seal)
Contractor's Name and Corporate Seal Surety's Name and Corporate Seal
By: By:
Signature Signature(Attach Power of Attorney)
Print Name Print Name
Title Title
Attest: Attest:
Signature Signature
Title Title
Note: Provide execution by additional parties, such as joint venturers, if necessary.
EJCDC C•615 Payment Bond
Prepared by the Engineers Joint Contract Documents Committee.
Page I of 3
1. Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators,
successors, and assigns to Owner to pay for labor, materials, and equipment furnished by Claimants for use
in the performance of the Contract,which is incorporated herein by reference.
2. With respect to Owner,this obligation shall be null and void if Contractor:
2.1 Promptly makes payment,directly or indirectly,for all sums due Claimants,and
2.2 Defends, indemnifies, and holds harmless Owner from all claims, demands, liens, or suits alleging
non-payment by Contractor by any person or entity who furnished labor, materials, or equipment
for use in the performance of the Contract, provided Owner has promptly notified Contractor and
Surety (at the addresses described in Paragraph 12) of any claims, demands, liens, or suits and
tendered defense of such claims, demands, liens, or suits to Contractor and Surety, and provided
there is no Owner Default.
3. With respect to Claimants, this obligation shall be null and void if Contractor promptly makes payment,
directly or indirectly, for all sums due.
4. Surety shall have no obligation to Claimants under this Bond until:
4.1 Claimants who are employed by or have a direct contract with Contractor have given notice to
Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to Owner,
stating that a claim is being made under this Bond and, with substantial accuracy, the amount of the
claim.
4.2 Claimants who do not have a direct contract with Contractor:
1. Have furnished written notice to Contractor and sent a copy, or notice thereof, to Owner, within
90 days after having last performed labor or last furnished materials or equipment included in the
claim stating, with substantial accuracy, the amount of the claim and the name of the party to
whom the materials or equipment were furnished or supplied, or for whom the labor was done or
performed; and
2. Have either received a rejection in whole or in part from Contractor, or not received within 30
days of furnishing the above notice any communication from Contractor by which Contractor had
indicated the claim will be paid directly or indirectly;and
3. Not having been paid within the above 30 days, have sent a written notice to Surety (at the
address described in Paragraph 12) and sent a copy, or notice thereof, to Owner, stating that a
claim is being made under this Bond and enclosing a copy of the previous written notice
furnished to Contractor.
5. If a notice by a Claimant required by Paragraph 4 is provided by Owner to Contractor or to Surety,that is
sufficient compliance.
6. When a Claimant has satisfied the conditions of Paragraph 4, the Surety shall promptly and at Surety's
expense take the following actions:
6.1 Send an answer to that Claimant, with a copy to Owner, within 45 days after receipt of the claim,
stating the amounts that are undisputed and the basis for challenging any amounts that are disputed.
6.2 Pay or arrange for payment of any undisputed amounts.
7. Surety's total obligation shall not exceed the amount of this Bond, and the amount of this Bond shall be
credited for any payments made in good faith by Surety.
8. Amounts owed by Owner to Contractor under the Contract shall be used for the performance of the
Contract and to satisfy claims, if any, under any performance bond. By Contractor furnishing and Owner
accepting this Bond, they agree that all funds earned by Contractor in the performance of the Contract are
dedicated to satisfy obligations of Contractor and Surety under this Bond, subject to Owner's priority to use
the funds for the completion of the Work.
EJCDC C-615 Payment Bond
Prepared by the Engineers Joint Contract Documents Committee.
Page 2 or 3
9. Surety shall not be liable to Owner, Claimants, or others for obligations of Contractor that are unrelated
to the Contract. Owner shall not be liable for payment of any costs or expenses of any Claimant under this
Bond, and shall have under this Bond no obligations to make payments to, give notices on behalf of, or
- otherwise have obligations to Claimants under this Bond.
10. Surety hereby waives notice of any change, including changes of time, to the Contract or to related
subcontracts,purchase orders,and other obligations.
11. No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent
jurisdiction in the location in which the Work or part of the Work is located or after the expiration of one
year from the date (1) on which the Claimant gave the notice required by Paragraph 4.1 or Paragraph 4.2.3,
or (2) on which the last labor or service was performed by anyone or the last materials or equipment were
furnished by anyone under the Contract, whichever of (1) or (2) first occurs. If the provisions of this
paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense
in the jurisdiction of the suit shall be applicable.
12. Notice to Surety, Owner, or Contractor shall be mailed or delivered to the addresses shown on the
signature page. Actual receipt of notice by Surety, Owner, or Contractor, however accomplished, shall be
sufficient compliance as of the date received at the address shown on the signature page.
13. When this Bond has been furnished to comply with a statutory requirement in the location where the
Contract was to be performed, any provision in this Bond conflicting with said statutory requirement shall be
deemed deleted herefrom and provisions conforming to such statutory requirement shall be deemed
incorporated herein.The intent is that this Bond shall be construed as a statutory Bond and not as a common
law bond.
14. Upon request of any person or entity appearing to be a potential beneficiary of this Bond, Contractor
shall promptly furnish a copy of this Bond or shall permit a copy to be made.
15. Definitions
15.1 Claimant: An individual or entity having a direct contract with Contractor, or with a first-tier
subcontractor of Contractor, to furnish labor, materials, or equipment for use in the performance of
the Contract. The intent of this Bond shall be to include without limitation in the terms "labor,
materials or equipment" that part of water, gas, power, light, heat, oil, gasoline, telephone service,
or rental equipment used in the Contract, architectural and engineering services required for
performance of the Work of Contractor and Contractor's subcontractors, and all other items for
which a mechanic's lien may be asserted in the jurisdiction where the labor, materials, or
equipment were furnished.
15.2 Contract: The agreement between Owner and Contractor identified on the signature page,
including all Contract Documents and changes thereto.
15.3 Owner Default: Failure of Owner, which has neither been remedied nor waived, to pay Contractor
as required by the Contract, or to perform and complete or otherwise comply with the other terms
thereof.
FOR INFORMATION ONLY—(Name,Address, and Telephone)
Surety Agency or Broker:
Owner's Representative(Engineer or other):
EJCDC C-615 Payment Bond
Prepared by the Engineers Joint Contract Documents Committee.
Page 3 of 3
STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT
(See Montana Public Works Standard Specifications 6ch Edition)
SECTION 00810
SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS
These Supplementary Conditions to the General Conditions amend or supplement the Standard
General Conditions of the Construction Contract (No. C-700, 2007 Edition) and other provisions
of the Contract Documents as indicated below. All provisions that are not so amended or
supplemented remain in full force and effect.
SC-2.01 DELIVERY OF BONDS
Add the following to Paragraph: 2.01.A
Engineer shall furnish to Contractor six copies of the Agreement and other Contract
Documents bound therewith. Contractor shall execute the Agreement, attach executed
copies of the required Bonds, Power of Attorney, and Certificate of Insurance and submit
all copies to Engineer who will forward them to the Owner. Owner shall execute all
copies and return two copies to the Contractor. Owner shall also furnish a counterpart or
conformed copy to the Engineer and shall retain three copies.
SC—2.03 NOTICE TO PROCEED
Delete the first sentence of Paragraph 2.03.A of the General Conditions and insert the following
in its place:
Following the execution of the Agreement by the Owner and the Contractor, written
Notice to Proceed with the Work shall be given by the Owner to the Contractor. The
Contract Time will commence to run on the day indicated in the Notice to Proceed.
SC -2.05 BEFORE STARTING CONSTRUCTION
Add a new paragraph immediately after paragraph 2.05.A.3 of the General Conditions which is
to read as follows:
2.05.A.4 Contractor shall submit a preliminary list of construction equipment with hourly
rates, owned or rented by the Contractor and all Subcontractors that will be used in the
performance of the Work. The equipment list will include information necessary to
confirm the hourly rates per Paragraph 11.01.A.5.c of the General Conditions and these
Supplementary Conditions including: make, model, and year of manufacture as well as
the horse power,capacity or weight, and accessories.
Section 00810—6`"Edition
Supplementary Conditions to the General Conditions
Page I of 12
SC-2.07 INITIAL ACCEPTANCE OF SCHEDULES
Delete the first paragraph of 2.07.A of the General Conditions in its entirety and insert the
following in its place:
Prior to the first application for payment all schedules and documents identified in
,,paragraph 2.05.A shall be finalized and acceptable to the Engineer and Owner. No
progress payment shall be made to Contractor until acceptable schedules are submitted to
Engineer and Owner as provided below. Acceptance of these schedules and documents
by either Engineer or Owner will neither impose on Engineer or Owner responsibility for
the sequencing, scheduling or progress of the Work and will not interfere with or relieve
Contractor from Contractor's full responsibility therefore.
Add the following after Paragraph 2.07.A.3:
Contractor's Schedule of Construction Equipment will be acceptable to Engineer as to
form and substance if it provides the necessary information to reference the equipment
and establish the hourly rates in accordance with paragraph 11.01.A.5.c.
SC -4.01 AVAILABILITY OF LANDS
Add to Paragraph 4.01.0 of the General Conditions the following:
If it is necessary or desirable that the Contractor use land outside of the Owner's
easement or right-of-way, the Contractor shall obtain consent from the property owner
and tenant of the land. The Contractor shall not enter for materials delivery or occupy for
any other purpose with men, tools, equipment, construction materials, or with materials
excavated from the site, any private property outside the designated construction
easement boundaries or right-of-way without written permission from the property owner
and tenant.
SC -4.02-SUBSURFACE AND PHYSICAL CONDITIONS
Delete the first sentence of 4.02.A and replace with the following:
- A. Reports and Drawings:The Special Provisions identify:
Delete the reference to Supplementary Conditions in paragraph 4.02.13 and replace with Special
Provisions.
Section 00810—6d`Edition
Supplementary Conditions to the General Conditions
Page 2 of 12
SC—4.03 -DIFFERING SUBSURFACE OR PHYSICAL CONDITIONS
Add the following to the end of Paragraphs 4.03.A.
Contractor to notify Owner and Engineer in writing about differing subsurface or
physical conditions within 15 days of discovery and before disturbing the subsurface as
- stated above.
No claim for an adjustment in the contract price or contract times (or Milestones) will be
valid for differing subsurface or physical conditions if procedures of this paragraph 4.03
are not followed.
SC-4.04-UNDERGROUND FACILITIES
Add the following new paragraph immediately after Paragraph 4.04.A.2.
3. At least 2 but not more than 10 business days before beginning any excavation,
the Contractor shall according to MCA 69-4-501, notify all owners of
underground facilities and coordinate the Work with the owners of such
underground facilities. The information shown or indicated in the Contract
Documents with respect to existing underground facilities is based on information
and data obtained from the owners of the facilities without field exploration, and
as such, Owner and Engineer are not responsible for the accuracy or completeness
of such information or data.
SC-4.06-HAZARDOUS ENVIORNMENTAL CONDITION AT SITE
Change the first sentence of paragraph A to read as follows:
A. Reports and Drawings: The Special Provisions identify those reports..........
SC-5.02 LICENSED SURETIES AND INSURERS
Add the following to the end of Paragraph 5.02.A
Without limiting any of the other obligations or liabilities of the Contractor, Contractor
shall secure and maintain such insurance from an insurance company (or companies)
- authorized to write insurance in the State of Montana,with minimum "A.M.Best Rating"
of A-, VI, as will protect the Contractor, the vicarious acts of subcontractors, the Owner
and the Engineer and their agents and employees from claims for bodily injury, or
property damage which may arise from operations and completed operations under this
Agreement. Contractor shall not commence work under this Agreement until such
insurance has been obtained and certificates of insurance, with binders, or certified
Section 00810—6"'Edition
Supplementary Conditions to the General Conditions
Page 3 of 12
copies of the insurance policy shall have been filed with the Owner and the Engineer.
All insurance coverage shall remain in effect throughout the life of the Agreement,
except that the Contractor shall maintain the Commercial General Liability Policy
including product and completed operations coverage for a period of at least one year
following the substantial completion date for property damage resulting from
occurrences during the agreement period.
SC —5.04 CONTRACTOR'S LIABILITY INSURANCE
Add the following new paragraphs immediately after Paragraph 5.04.B:
C. The limits of liability for the insurance required by Paragraph 5.04 of the General
Conditions shall provide coverage for not less than the following amounts or greater
- where required by Law or Regulations:
1. Workers' Compensation, etc. under Paragraphs 5.04.1 and 5.04.2 of the General
Conditions.
a. State Statutory
b. Applicable Federal (e.g.Longshoremans) Statutory
C. Employer's Liability $500,000.00
2. Contractor's Liability Insurance under Paragraphs 5.04.A.3 through 5.04. A.6 of
the General Conditions which shall also include completed operations and product
liability coverage.
a. GENERAL AGGREGATE $ 3,000,000.00
b. Products-Completed
Operations Aggregate $ 3,000,000.00
C. Personal and Advertising
d. Each Occurrence
(Bodily Injury and
Property Damage) $ 1,000,000.00
e. Coverage will include:
1. Premises-Operations
2. Operations of Independent Contractor
3. Contractual Liability
4. Personal Injury
S Products and Completed Operations
Section 00810—6 h Edition
Supplementary Conditions to the General Conditions
Page 4 of 12
6. Broad Form Property Damage will include explosion,
collapse,blasting and underground where applicable.
7. Per Project Aggregate Endorsement
3. Automobile Liability under Paragraph 5.04.A.6 of the General Conditions:
a. Bodily Iniury:
Each Person $500,000.00
Each Accident $ 1,000,000.00
Proper Damage:
Each Accident $1,000,000.00
(or)
b. Combined Single Limit $ 1,000,000.00
Coverage to Include
1. All Owned
2. Hired
3. Non-Owned
4. Contractor's Liability Insurance under 5.04.A.3 through 5.04.A.6 may be satisfied
by primary insurance or a combination of primary and excess or umbrella
insurance. Primary occurrence limit cannot be less than $1,000,000.00.
Deductible not to exceed$5,000.00 per occurrence on property damage.
5. Add a new paragraph at the end of Paragraph 5.04.B. 1 of the General Conditions
as follows:
The Contractor's insurance coverage shall name the Owner, and Engineer and
Engineer's Consultants as an additional insured under Commercial General
Liability, Automobile Liability,Excess or Umbrella polices.
6. The Contractual Liability coverage required by Paragraph 5.04.B.4, of the
General Conditions shall provide coverage for not less than the following
amounts:
Each Occurrence $ 1,000,000.00
Aggregate $ 3,000,000.00
Section 00810—6'h Edition
Supplementary Conditions to the General Conditions
Page 5 of 12
SC-5.04.B.5 CANCELATION NOTICE
Amend paragraph 5.04.B.5 of the General Conditions by striking out the words "30
days" and replacing them with the words "45 days" and as so amended paragraph
5.04.B.5 remains in effect.
SC -5.06 PROPERTY INSURANCE
Delete Article 5.06.A of the General Conditions in its entirety and insert the following in its
place:
A. Contractor shall purchase and maintain property insurance upon the work at the
site in the amount of the full replacement cost thereof(subject to such deductible
amounts as may be provided in these Supplementary Conditions or required by
Laws and Regulations). This insurance shall:
1. Include the interests of Owner, Contractor, Subcontractors, Sub-
Subcontractors Engineer, Engineer's Consultants, and any other
persons or entities identified in the Supplementary Conditions, each
of whom is deemed to have an insurable interest and shall be listed
as an insured or additional insured;
2. be written on a Builder's Risk "all risk" or open peril or special
causes of loss policy form that shall at least include insurance for
physical loss and damage to the Work, temporary buildings, false
work and materials and equipment in transit and shall insure against
at least the following perils or causes of loss: fire, lightning,
extended coverage, theft, vandalism and malicious mischief,
earthquake, collapse, debris removal, demolition occasioned by
enforcement of Laws and Regulations, water damage (other than
caused by floods), and other perils or causes of loss as may be
specifically required by the Supplementary Conditions.
3. include expenses incurred in the repair or replacement of any insured
property (including but not limited to the fees and charges of
engineers and architects);
4. cover materials and equipment in transit for incorporation in the
Work or stored at the site or at another location prior to being
incorporated in the Work, provided that such materials and
equipment have been included in an Application for Payment
recommended by Engineer; and
5. be endorsed to allow occupancy and partial utilization of the Work
by Owner.
Section 00810—66'Edition
Supplementary Conditions to the General Conditions
Page 6 of 12
6. include testing and start-up; and
7. be maintained in effect until final payment is made unless otherwise
- agreed to in writing by Owner, Contractor, and Engineer with thirty
days written notice to each other additional insured to whom a
certificate of insurance has been issued.
B. Contractor shall be responsible for any deductible or self-insured retention.
C. The policies of insurance required to be purchased and maintained by Contractor
in accordance with this Paragraph SC5.06 shall comply with the requirements of
Paragraph 5.06.0 of the General Conditions.
D. The policies of insurance required to be purchased and maintained by Contractor
in accordance with this Article 5.06.A shall comply with the requirements of GC -
5.06.C. The qualifications of the insurance company shall comply with the
requirements of SC-5.02.A.
SC-6.02 Working Hours
Add the following to Paragraph 6.02.B:
Regular working hours are defined as 8:00 AM. to 5:00 P.M. Emergency work may be
done without prior permission.
SC-6.04 PROGRESS SCHEDULE
Delete Paragraph 6.04.A.1 of the General Conditions in its entirety and replace with the
following:
1. Contractor shall submit to Engineer with each application for payment an updated
progress schedule reflecting the amount of work completed and adjustments to future
— work. Such adjustments will be acceptable to Engineer as providing an orderly
progression of the Work to completion within any specified milestones and the Contract
Time. No progress payment will be made to Contractor until the updated schedules are
submitted to and acceptable to Engineer and Owner. Review and acceptance of progress
schedules by the Engineer will neither impose on Engineer responsibility for the
sequencing, scheduling or progress of the Work, nor interfere with or relieve Contractor
from Contractor's full responsibility therefore.
Section 00810—6d'Edition
Supplementary Conditions to the General Conditions
Page 7 of 12
SC- 6.13 SAFETY AND PROTECTION
Change Supplementary Conditions in paragraph 6.13.0 to Special Provisions.
Add new paragraphs to the end of paragraph 6.13.F of the General Conditions as follows:
G. It is expressly understood by the parties to this Agreement that the Contractor is
solely responsible for initiating, maintaining, and supervising safety precautions
and programs in connection with the Work. The right of the Owner and Engineer
to observe or otherwise review the Work and operations shall not relieve the
Contractor from any of his covenants and obligations hereunder. Contractor shall
incorporate all safety requirements into his construction progress and work
schedules including preconstruction and scheduled monthly safety meetings,
posted safety rules, tailgate meetings, and site inspections by safety and other
inspectors employed by the Contractor.
H. The Contractor shall be responsible for and shall take necessary precautions and
provide all material and equipment to protect, shore, brace, support and maintain
all underground pipes, conduits, drains, sewers, water mains, gas mains, cables,
etc., and other underground construction uncovered in the proximity, or otherwise
affected by the construction work performed by him. All pavement, surfacing,
driveways, curbs, walks, buildings, grass areas, trees, utility poles or guy wires
damaged by the Contractor's operations in the performance of this work shall be
repaired and/or replaced to the satisfaction of the Owner, Engineer, and effected
property owner at the Contractor's expense. The Contractor shall also be
responsible for all damage to streets, roads, highways, shoulders, ditches,
embankments, culverts, bridges, or other public or private property or facility,
regardless of location or character, which may be caused by moving, hauling, or
otherwise transporting equipment, materials, or men to and from the work or any
part of site thereof; whether by him or his subcontractors. The Contractor shall
make satisfactory and acceptable arrangements with owner of, or the agency or
authority having jurisdiction over, the damaged property or facility concerning its
repair or replacement or payment of costs incurred in connection with said
damage.
I. The Contractor shall conduct his work so as to interfere as little as possible with
public travel, whether vehicular or pedestrian. Whenever it is necessary to cross,
- obstruct, or close roads, driveways, and walks, whether public or private, the
Contractor shall obtain approval from the governing party and shall, at his own
expense, provide and maintain suitable and safe bridges, detours, and other
temporary expedients for the accommodation of public and private drives before
interfering with them. The provisions for temporary expedients will not be
required when the Contractor has obtained permission from the owner and tenant
of the private property, or from the authority having jurisdiction over public
property involved,to obstruct traffic at the designated point.
Section 00810—60'Edition
Supplementary Conditions to the General Conditions
Page 8 of 12
- J. Safety provisions must be entirely adequate and meet with City or State and
Federal regulations to protect the public on these streets and roads.
SC-6.20 INDEMNIFICATION
Add a new paragraph immediately after paragraph 6.20.A. of the General Conditions which is to
read as follows:
While Owner and Engineer may have the right under this Contract to observe or
otherwise review the work, progress and operations of the Contractor, it is
expressly understood and agreed that such observation shall not relieve the
Contractor from any of its covenants and obligations hereunder.
SC-9.03 PROJECT REPRESENTATIVE
Refer to the Special Provisions for identification of the responsibilities and authority and
limitations of the Engineer's Resident Project Representative (if any).
SC- 11.01 COST OF THE WORK
Delete paragraph 11.01 .A.5.c of the General Conditions in its entirety and insert the following in
its place:
I1.01.A.5.c The rental of all construction equipment and machinery and parts thereof
whether rented from Contractor or rented from others. The cost shall be calculated as
follows and will include the costs of transportation, Ioading, unloading, assembly,
dismantling and removal thereof for equipment involved only in the changed portion. of
the work covered under the cost of the Work method. Transportation, loading and
assembly costs will not be included for equipment already on the site which is being used
for other portions of the Work. The cost of any such equipment, machinery, or parts shall
cease when the use thereof is no longer necessary for the Work. Hourly equipment and
machinery rates shall be calculated from the Rental Rate Blue Book for Construction
Equipment, and the Equipment List submitted according to SC 2.05 and SC 2.07, and as
follows:
1. For working equipment, the hourly rate shall be the monthly rental rate
divided by 176 hours per month plus the hourly operating cost.
2. For equipment on standby, the hourly rate shall be 50% of the monthly
rental rate divided by 176 hours per month, and the hourly operating cost
shall not be applied.
3. For specialized equipment rented for a short duration used for change
order work or additional work not part of the scope of work bid, the
Section 00810—6d Edition
Supplementary Conditions to the General Conditions
Page 9 of 12
equipment rental rates will be negotiated prior to the work being
performed.
SC-11.03 UNIT PRICE WORK
Delete paragraph 11.03.D.1 and 2 of the General Conditions in its entirety and insert the
following in its place:
1. the quantity of a particular item of Unit Price Work performed by Contractor differs by
_. more than 25% from the estimated quantity of such item indicated in the Agreement, and
2. the total cost of the particular individual item of Unit Price Work amounts to 10% or
more of the Contract Price which is the total sum of all schedules (if any), and
SC- 14.02.A APPLICATIONS FOR PAYMENTS
Add the following language at the end of paragraph 14.02.A.1 of the General Conditions:
Payments for materials in storage shall be based only upon the actual cost of the materials
and equipment to Contractor and shall not include any overhead or profit. Bill of Sale,
invoice or other document warranting clear title for materials in storage will be waived
for the material in storage included in the first progress payment application. However,
proof of payment and clear title must be submitted with Application No. 2 for all material
included in Application No. 1. Without such documentation amounts paid for materials in
storage will be deducted from subsequent payments. Beginning with the second
application, all requests for payment for materials in storage shall be accompanied by Bill
of Sale, invoice or other document warranting clear title as required above.
Add the following to Paragraph 14.02.A.3:
In accordance with state law the Owner may accept deposited securities in lieu of cash
retainage. Retainage may be used by the Owner to offset costs for any of the losses
enumerated in Paragraphs 14.02.B.5.a through 14.02.B.5.d inclusive, 14.02.D.La. through
14.02.D.1.d inclusive, or 15.02.C. In addition retainage may be used by the Owner to
protect against loss from failure by the Contractor to complete necessary work and to
offset any liquidated damages due Owner.
Add a new paragraph after paragraph to 14.02.A.3 to read:
4. Each application for progress payment shall be accompanied by Contractor's
updated progress schedule, shop drawing schedule, procurement schedule, and
other data specified herein or reasonably required by Owner or Engineer. The
Owner reserves the right to require submission of monthly certified payrolls by the
Contractor.
Section 00810--6`"Edition
Supplementary Conditions to the General Conditions
Page 10 of 12
SC—14.02.0 PAYMENT BECOMES DUE
Delete Paragraph 14.02.C.1 of the General Conditions in its entirety and insert the following in
its place:
1. The Owner will, upon presentation to him of the Contractor's Application for
Payment with Engineer's recommendation, review and act upon said payment
request once each month on or about the day of each month stipulated by the
Owner at the preconstruc Lion conference. Payment will become due when Owner
approves the application for payment and when due, will be paid by Owner to
Contractor.
SC- 14.02.D.1.c
Amend the sentence of Paragraph 14.02.D.Lc to read:
...entitling Owner to a set-off against the amount recommended, including liquidated
damages;or...
SC-14.03 CONTRACTORS WARRANTY OF TITLE
Add the following at the end of Paragraph 14.03.A of the General Conditions:
Neither recommendation of any progress payment by Engineer nor payment by the
Owner to Contractor, nor any use or occupancy of the Work or any part thereof will
release the Contractor from complying with the Contract Documents. Specifically the
Contractor shall maintain in accordance with Article 5, property insurance on all Work,
materials, and equipment whether incorporated in the project or not and whether included
in an application for payment or not, for the hull insurable value thereof Passing title to
Owner for materials and equipment included in an application for payment does not
relieve the Contractor of the Contractor's obligation to provide insurance (including
property insurance) as required in Article 5 of the General Conditions and these
Supplementary Conditions. All insurance shall remain in effect as provided in Article 5.
SC- 14.05 PARTIAL UTILIZATION
Add the following to Paragraph 14.05.A:
Owner has the right to take possession of or use any completed or substantially
completed portions of the work at any time,but such taking possession or use will not be
deemed an acceptance of any work not completed in accordance with the Contract
Documents. Owner's use of any facilities so identified in the Contract Documents will
not be grounds for extension of the contract time or change in the contract price. Owner's
use of any facilities not specifically identified in the Contract Documents will be in
Section 00810—6 h Edition
Supplementary Conditions to the General Conditions
Page 11 of 12
accordance with conditions agreed to prior to such use, and any extra costs or delays in
completion incurred and properly claimed by Contractor will be equitably adjusted with a
Change Order. Facilities substantially completed in accordance with the Contract
Documents which are occupied or used by Owner prior to substantial completion of the
entire work will be done in accordance with General Conditions 14.04. Guarantee
periods for accepted or substantially completed work including mechanical and electrical
equipment will commence upon the start of continuous use by Owner. All tests and
instruction of Owner's personnel must be satisfactorily completed, and Owner shall
assume responsibility for and operation of all facilities occupied or used except as may
arise through portions of work not yet completed by Contractor If the work has been
substantially completed and the Engineer certifies that full completion thereof is
materially delayed through no fault of the Contractor, the Owner shall, without
terminating the Agreement, make payment of the balance due for the portion of the work
frilly completed and accepted.
SC- 14.06 FINAL INSPECTION
Add the following to Paragraph 14.06.A:
After Contractor has remedied all deficiencies to the satisfaction of the Engineer and
delivered all constriction records, maintenance and operating instructions, schedules,
guarantees, bonds, certificates of inspection, and other documents (all as required by the
Contract Documents), Owner and Contractor shall be promptly notified in writing by
Engineer that the work is acceptable.
SC- 17.01 GIVING NOTICE
Add the following to Paragraph 17.0l.A:
The mailing address for giving notices to Contractor given in the Agreement is hereby
designated as the place to which all notices, letters, and other communication to
Contractor will be mailed or delivered. The mailing address for giving notices to Owner
given in the Agreement is hereby designated as the place to which all notices,letters, and
other communication to Owner shall be mailed or delivered. Either party may change his
address at any time by an instrument in writing delivered to Engineer and to other party.
END OF SECTION 00810
Section 00810—60'Edition
Supplementary Conditions to the General Conditions
Page 12 of 12
MONTANA
PREVAILING WAGE RATES FOR HIGHWAY CONSTRUCTION SERVICES 2013
Effective: February 1 , 2013
Steve Bullock, Governor
State of Montana
Pam Bucy, Commissioner
Department of Labor & Industry
To obtain copies of prevailing wage rate schedules, or for information relating to public works projects and payment of
prevailing wage rates visit ERD at www.mtwagehourbopa.com or contact them at:
Employment Relations Division
Montana Department of Labor and Industry
P. O. Box 201503
Helena, MT 59620-1503
Phone 406-444-5600
TDD 406-444-5549
The Labor Standards Bureau welcomes questions, comments and suggestions from the public. In addition,we'll
do our best to provide information in an accessible format, upon request, in compliance with the Americans with
Disabilities Act.
MONTANA PREVAILING WAGE REQUIREMENTS
The Commissioner of the Department of Labor and Industry, in accordance with Sections 18-2-401 and 18-2-402 of the
Montana Code Annotated (MCA), has determined the standard prevailing rate of wages for the occupations listed in this
publication.
The wages specified herein control the prevailing rate of wages for the purposes of Section 18-2-401 et seq., MCA. It is
required that each employer pay (as a minimum)the rate of wages, including fringe benefits,travel allowance and per
diem applicable to the district in which the work is being performed, as provided in the attached wage determinations.
All Montana Prevailing Wage Rates are available on the internet at www.mtwagehourbopa.com or by contacting the
Labor Standards Bureau at(406) 444-5600 or TDD (406)444-5549.
In addition,this publication provides general information concerning compliance with Montana's Prevailing Wage Law and
the payment of prevailing wages. For detailed compliance information relating to public works contracts and payment of
prevailing wage rates,please consult the regulations on the internet at www.mtwagehourbopa.com or contact the Labor
Standards Bureau at (406) 444-5600 or TDD (406) 444-5549.
PAM BUCY
Commissioner
Department of Labor and Industry
State of Montana
TABLE OF CONTENTS
MONTANA PREVAILING WAGE REQUIREMENTS:
A. Date of Publication ............................................................................................................................ 2
B. Definition of Highway Construction ......................................................................................................... 2
C. Definition of Public Works Contracts ...................................................................................................... 2
D. Prevailing Wage Schedule ..................................................................................................................... 2
E. Rates to Use for Projects ......................................................................................................................... 2
F. Wage Rate Adjustments for Multiyear Contracts ....................................................................................... 3
G. Fringe Benefits .................................................................................................................................. 3
H. Apprentices ...................................................................................................................................... 3
I. Posting Notice of Prevailing Wages ....................................................................................................... 3
J. Employment Preference ..................................................................................................................... 3
WageRates ..................................................................................................................................... 4-8
A.Date of Publication February 1,2013
B.Definition of Highway Construction
The Administrative Rules of Montana(ARM)24.17.501(3)—(3)(a),Public Works Contracts For Construction Services
Subject to Prevailing Rates,states: "Highway construction projects include,but are not limited to, the construction,
alteration, or repair of roads, streets, highways, runways, taxiways, alleys, trails,paths, and parking areas,bridges
constructed or repaired in conjunction with highway work, and other similar projects not incidental to building
construction or heavy construction.
Highway construction projects include, but are not limited to, alleys, base courses, bituminous treatments, bridle paths,
concrete pavement, curbs, excavation and embankment(for road construction),fencing(highway,grade crossing
elimination(overpasses or underpasses), guard rails on highways, highway signs, highway bridges(overpasses,
underpasses, grade separation), medians,parking lots,parkways, resurfacing streets and highways, roadbeds, roadways,
runways,shoulders, stabilizing courses, storm sewers incidental to road construction,street paving, surface courses,
taxiways, and trails."
Federal Davis-Bacon wage rates as published in U.S.Department of Labor General Wage Decision No.MT120001
Modification No.5 have been adopted by the Montana Department of Labor and Industry for use in Highway Construction
projects and are included in this publication.These rates apply statewide or as shown in MT120001 Modification No.5.
C.Definition of Public Works Contracts
Montana Code Annotated(MCA), section 18-2-401(11)(a),defines "public works contract"as "a contractfor
— construction services let by the state, county,municipality, school district, or political subdivision or for nonconstruction
services let by the state, county, municipality,or political subdivision in which the total cost of the contract is in excess of
$25,000..."
D.Prevailing Wage Schedule
This publication covers only Highway Construction occupations and rates in the specific localities mentioned herein.
These rates will remain in effect until superseded by a more current publication.Current prevailing wage rate schedules
— for Building Construction,Heavy Construction and Nonconstruction Services occupations can be found on the internet at
www.mtwagehourbopa.com or by contacting the Labor Standards Bureau at(406)444-5600 or TDD(406)444-5549.
E.Rates to Use for Projects
Rates to be used on a public works project are those that are in effect at the time the project and bid specifications are
advertised.
2
F.Wage Rate Adjustments for Multiyear Contracts
Section 18-2-417,MCA states:
"(1)Any public works contract that by the terms of the original contract calls for more than 30 months to filly perform
must include a provision to adjust, as provided in subsection(2), the standard prevailing rate of wages to be paid to the
workers performing the contract.
(2)The standard prevailing rate of wages paid to workers under a contract subject to this section must be adjusted 12
months after the date of the award of the public works contract. The amount of the adjustment must be a 3%increase. The
adjustment must be made and applied every 12 months for the term of the contract.
(3)Any increase in the standard rate of prevailing wages for workers under this section is the sole responsibility of the
contractor and any subcontractors and not the contracting agency."
G.Fringe Benefits
Section 18-2-412 MCA states:
"(1)To fulfill the obligation...a contractor or subcontractor may:
(a)pay the amount of fringe benefits and the basic hourly rate of pay that is part of the standard prevailing rate of wages
directly to the worker or employee in cash;
(b)make an irrevocable contribution to a trustee or a third person pursuant to a fringe benefit fund plan,or program that
meets the requirements of the Employee Retirement Income Security Act of 1974 or that is a bona fide program approved
by the U. S.department of labor, or
(c)make payments using any combination of methods set forth in subsections(1)(a)and(1)(b)so that the aggregate of
payments and contributions is not less than the standard prevailing rate of wages, including fringe benefits and travel
allowances,applicable to the district for the particular type of work being performed.
(2)The fringe benefit fund,plan, or program described in subsection(1)(b)must provide benefits to workers or employees
for health care,pensions on retirement or death, life insurance, disability and sickness insurance, or bona fide programs
that meet the requirements of the Employee Retirement Income Security Act of 1974 or that are approved by the U. S.
department of labor."
Fringe benefits are paid for all hours worked(straight time and overtime hours). However,fringe benefits are not to be
considered a part of the hourly rate of pay for calculating overtime,unless there is a collectively bargained agreement in
- effect that specifies otherwise.
H.Apprentices
. Wage rates for apprentices registered in approved federal or state apprenticeship programs are contained in those
programs. Additionally, section 18-2-416(2),MCA states, "...The full amount of any applicable fringe benefits must be
paid to the apprentice while the apprentice is working on the public works contract." Apprentices not registered in
approved federal or state apprenticeship programs will be paid the appropriate prevailing wage rate when working on a
public works contract.
L Posting Notice of Prevailing Wages
Section 18-2-406,MCA provides that contractors,subcontractors,and employers who are "performing work or providing
construction services under public works contracts, as provided in this part, shall post in a prominent and accessible site
on the project or staging area,not later than the first day of work and continuing for the entire duration of the project, a
legible statement of all wages to be paid to the employees."
I Employment Preference
Sections 18-2-403 and 18-2-409,MCA require contractors to give preference to the employment of bona fide Montana
residents in the performance of work on public works contracts.
3
MONTANA STATEWIDE PREVAILING
DAVIS-BACON
Effective: February 1 , 2013
HIGHWAY CONSTRUCTION WAGE RATES
General Wage Determinations Issued Under
the Davis-Bacon and Related Acts
State: Montana
Construction Types: Highway
Counties: Montana Statewide.
4
**ZONE PAY**
CEMENTS MASONS, IRON WORKERS, LABORERS, POWER EQUIPMENT OPERATORS,TRUCK DRIVERS
The hourly wage rates applicable to each project shall be determined by measuring the road miles over the shortest
practical maintained route from the County Courthouse of the following towns to the center of the job:
BILLINGS, BOZEMAN, BUTTE, GREAT FALLS, HAVRE, HELENA, KALISPELL, LEWISTOWN, MILES CITY,
MISSOULA
ZONE 1: 0 to 30 miles- Free
ZONE 2: 30 to 60 miles - Base Pay+$2.50
ZONE 3: Over 60 miles- Base Pay+$4.00
CARPENTERS:
ZONE 1: 0 to 30 miles - Free
ZONE 2: 30 to 50 miles- Base Pay+$3.00
ZONE 3: Over 50 miles- Base Pay+$4.80
Rates Fringes
CARPENTER
Carpenter, Piledriverman $22.71 $10.15
Millwright $24.78 $10.15
Rates Fringes
CEMENT MASON/CONCRETE FINISHER $21.37 $9.80
Rates Fringe
ELECTRICIAN
Area 1 $18.74 $4.23+3.8%
Area 2 $20.13 $6.06+3.8%
Area 3 $19.98 $4.74+3.8%
Area 4 $19.84 $4.81 +3.8%
Area 5 $20.54 $4.84+3.8%
Area 6 $18.02 $4.74+3.8%
Rates Fringes
LINE CONSTRUCTION
Equipment Operator $19.16 $6.35
Groundman $15.40 $6.35
ELECTRICIANS AREA DESCRIPTIONS
AREA 1: Beaverhead, Deer Lodge, Granite,Jefferson, Madison, Silver Bow, and Powell Counties
AREA 2: Big Horn, Carbon, Carter, Custer, Dawson, Fallon, Garfield, Golden Valley, Musselshell, Powder River, Prairie,
Rosebud, Stillwater, Treasure,Wibaux, and Yellowstone Counties
AREA 3: Blaine, Cascade, Chouteau, Daniels, Fergus, Glacier, Hill,Judith Basin, Liberty, McCone, Petroleum, Pondera,
Phillips, Richland, Roosevelt, Sheridan,Teton,Toole, Valley, and Wheatland Counties
AREA 4: Broadwater, Lewis and Clark, and Meagher Counties
AREA 5: Flathead, Lake, Lincoln, Mineral, Missoula, Ravalli, and Sanders Counties
AREA 6: Gallatin, Park, and Sweet Grass Counties
5
IRONWORKER
Flathead, Glacier, Lake, Lincoln, Mineral, Missoula and Sanders Counties
Rates Fringes
$25.50 $15.66
Remaining Counties
Rates Fringes
$23.15 $15.01
Rates Fringes
LABORER
Group 1 $17.18 $8.05
Group 2 $19.97 $8.05
Group 3 $20.17 $8.05
Group 4 $21.07 $8.05
LABORERS CLASSIFICATION
GROUP 1: Flag person
GROUP 2: All General Labor Work; Burning Bar; Bucket Man; Carpenter Tender; Caisson Worker;Cement Mason
Tender;Cement Handler(dry); Chuck Tender; Choker Setter;Concrete Worker; Curb Machine-Lay Down;Crusher and
Batch Plant Worker; Fence Erector; Form Setter; Form Stripper; Heater Tender; Landscaper; Pipe Wrapper; Pot Tender;
Powderman Tender; Rail and Truck Loaders and Unloaders; Riprapper; Sealants for Concrete and other materials; Sign
Erection, Guard Rail and Jersey Rail;Stake Jumper;Spike Driver; Signalman;Tail Hoseman;Tool Checker and
Houseman;Traffic Control Worker.
GROUP 3: Concrete Vibrator; Dumpman (Grademan); Equipment Handler; Geotextile and Liners; High-Pressure
Nozzlemen;Jackhammer(Pavement Breaker); Laser Equipment; Non-riding Rollers; Pipelayer;Posthole Digger(power);
Power Driven Wheelbarrow; Rigger; Sandblaster; Sod Cutter-Power;Tampers.
GROUP 4: Ashpalt Raker;Cutting Torch;Grade Setter;High-Scaler; Power Saws (Faller& Concrete); Powderman
($1.00 per hour above Group 4 rate); Rock& Core Drill;Track or Truck Mounted Wagon Drill;Welder including Air Arc.
Rates Fringes
PAINTER $24.00 $9.30
Pavement Marking/Milling and related work. Includes operating marking and all other equipment and all work involved in
traffic marking including removal, surface preparation and application of pavement markings including epoxies, paints,
tape, buttons,thermo-plastics and any other products applied for traffic marking purposes and for directing and regulating
traffic, and cutting Rumble Strips.
Rates Fringes
POWER EQUIPMENT OPERATOR
Group 1 $21.52 $9.30
Group 2 $23.55 $9.30
Group 3 $24.41 $9.30
Group 4 $25.10 $9.30
Group 5 $26.44 $9.30
Group 6 $27.13 $9,30
Group 7 $29.23 $9.30
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
6
GROUP 1: A-Frame Truck Crane;Air Compressor;Auto Fine Grader; Belt Finishing Machine;Boring Machine (small);
Cement Silo, Crane;Crusher Conveyor, DW-10, 15,and 20 Tractor Roller; Farm Tractor; Forklift; Form-Grader; Front-End
Loader under 1 cu yd; Oiler, Heavy Duty Drills;Pumpman;Oiler(All, except Cranes and Shovels).
GROUP 2: Air Doctor; Backhoe/Excavator/Shovel up to& incl 3 cu yd Bit Grinder; Bitunimous Paving Travel Plant;
Boring Machine, large; Broom,Self-Propelled;Concrete Bucket Dispatcher; Concrete Conveyor;Concrete Finish
Machine; Concrete Float and Spreader;Concrete Travel Batcher; Distributor; Dozer, Rubber Tired, Push, and Side Boom;
Drills, Heavy Duty(all types); Elevating Grader/Gradall; Field Equipment Serviceman; Front-End Loader 1 cu yd to and
incl. 5
cu yd; Grade Setter;Hoist/Tugger (All Hydralift&Similar); Industrial Locomotive; Motor Patrol (Except Finish); Mountain
Skidder;Oiler, Cranes &Shovels; Pavement Breaker, EMSCO; Power Saw,Self-Propelled; Pugmill; Pumperete/Grout
Machine; Punch Truck; Rollers(All except Asphalt Finish and Breakdown); Ross Carrier; Rotomill under 6 ft;Trenching
Machine;Washing/Screening Plant.
GROUP 3:Asphalt Finish Roller; Asphalt Breakdown Roller;Asphalt Paving Machine;Backhoe/Excavator/Shovel larger
than 3 cu yd;Asphalt Screed;Concrete Batch Plant; Cableway Highline; Concrete Curing Machine;Cranes, 24 tons&
under; Cranes, Creter; Cranes, Electric Overhead; Concrete Pump;Curb Machine/Slip Form Paver; Finish Dozer;
Mechanic/Welder; Pioneer Dozer; Rotomill 6 ft and over;Scraper, Single Engine;Scraper Twin or Pulling Belly Dump;Yo
Yo Cat Front-End Loader over 5 cu yd.
GROUP 4: Asphalt/Hot Plant Operator;Cranes, 25 tons to 44 tons;Crusher Operator; Finish Motor Patrol; Finish
Scraper.
SPECIAL OPERATORS:
GROUP 5: Cranes,45 tons to and including 74 tons
GROUP 6: Cranes, 75 tons to and including 149 tons
GROUP 7: Cranes, 150 tons to and including 250 tons;Cranes over 250 tons:add$1.00 for every 100 tons over 250
tons; Crane, Stiff-Leg or Derrick; Crane, Tower(all); Crane,Whirley(all); Helicopter Hoist.
TRUCK DRIVER
Rates Fringes
Group 1 $18.54 $9.16
Group 2 $23.69 $9.16
GROUP 1: Pilot Car
GROUP 2: Combination Truck and Concrete Mixer and Transit Mixer; Dry Batch Trucks; Distributor Driver; Dumpman;
Dump Trucks and similar equipment; Dumpster; Flat Trucks; Lumber Carriers; Lowboys; Pickup; Powder Truck Driver;
Power Boom;Serviceman; Service Truck/Fuel Truck/Tireperson;Truck Mechanic; Trucks with Power Equipment;
Warehouseman, Partsman, Cardex and Warehouse Expeditor;Water Trucks.
WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.
END OF GENERAL DECISION
7
SPECIAL PROVISIONS
1. GENERAL
The work to be performed under this contract involves furnishing all labor, materials, equipment,
supplies and services necessary for the construction of Seal Coating, Cold Milling, and Hot Mix
Overlays.
All work shall be performed in accordance with applicable sections of the Montana Public Works
Standard Specifications Sixth Edition (MPWSS), and as further modified by the City of Bozeman
Modifications to MPWSS, which is hereby included as part of these specifications. All references to
MPWSS sections, unless otherwise noted, is a reference to said Montana Public Works Standard
Specifications.
All correspondence and official authorization concerning the work shall be with the City Engineer or his
designated representatives as identified at the preconstruction meeting. Any changes in the Work or
schedule not authorized by the above shall be deemed as unauthorized and shall be done at Contractors
risk at no cost to the Owner. All damages, reparations, and costs thus incurred during the progress of
such unauthorized work shall be borne exclusively by the Contractor.
2. SCOPE OF WORK
The proposed work consists of cold milling and hot mix overlays,and installation of valley gutters and
other associated concrete work on various streets as shown on the plan sheets in Appendix B.
3. AWARD OF CONTRACT
The award of the contract,if awarded,will be made within the period specified in the Invitation to Bid to
the lowest responsive, responsible Bidder whose Bid complies with all the requirements prescribed
herein. The successful Bidder will be notified by letter,mailed to the address shown on the Bid,that his
Bid has been accepted and that he has been awarded a contract. Only one contract will be awarded.
4. TIME OF COMMENCEMENT AND COMPLETION DATE
The beginning of the Contract Time shall be stated in a written NOTICE TO PROCEED written by the
City Engineer to the Contractor. In establishing the date when Contract Time begins,the Engineer will
consider that the contract time begins following delivery of the NOTICE TO PROCEED. A separate
notice to proceed may be issued for each separate or combined bid schedule. Where multiple schedules
- are awarded under a single contract,the contract times shall run concurrently,unless the City agrees to
issue separate notices to proceed. The Contract Time will expire automatically the number of calendar
days stated as Contract Time, except as the Contract Time may be extended by change order. Due to
funding considerations, work may not begin earlier than July 1, 2014.
1 SPECIAL PROVISIONS
5. LIQUIDATED DAMAGES
Subject to the provisions of the Contract Documents,the Owner shall be entitled to liquidated damages
for failure of the Bidder to complete the work within the specified contract time.
The Bidder agrees to pay liquidated damages for compensation to the Owner for expenses incurred by
the Owner during the contract time overrun.
As compensation for expenses incurred,the Contractor shall be assessed a liquidated damage of$100.00
per calendar day for each day that the work remains uncompleted beyond the contract period. Liquidated
damages shall be paid by deduction from monthly progress payments and the final payment.
6. COST LIMITATIONS
The Owner reserves the right to eliminate or reduce certain proposal items from the project following the
Bid Opening to make the project financially feasible with the limitations of the funds allocated for this
project. The determination of which items shall be eliminated shall be the responsibility of the Owner.
7. NAMES, PRODUCTS AND SUBSTITUTIONS
Where products or materials are specified by manufacturer,trade name,or brand,such designations are
intended to indicate the required quality, type, utility, and finish. Requests for proposed substitution
shall include complete specifications and descriptive data to prove the equality of proposed substitutions.
- Substitutions shall not be made without the written approval of the Owner. No substitutions will be
considered until after contract award.
8. APPROVAL OF EQUIPMENT AND MATERIALS
The Contractor shall furnish to the Owner or its Engineer for approval the name of the manufacturer of
machinery,mechanical and other equipment and materials which he contemplates using in execution of
the work,together with the performance capacities and such other information which may be pertinent or
required by the Owner.
9. BIDDER'S QUALIFICATIONS
The Contractor shall show evidence that he has the finances,organization,and equipment to perform the
work with a limited number of subcontractors. The Contractor will be required to have a full-time
resident General Superintendent on the job at all times while the work is in progress. He shall be in a
position to direct the work and make decisions either directly or through immediate contact with his
superior. Absence or incompetence of the superintendent shall be reason for the Owner to stop all work
on the project.
2 SPECIAL PROVISIONS
10. WARRANTY
If,within one year after acceptance of the work by the Owner,any of the work is found to be defective or
not in accordance with the Contract Documents,and upon written notice from the Owner,the Contractor
shall correct any work beginning within seven (7) calendar days of said written notice. Should the
Contractor fail to respond to the written notice within the designated time,the Owner may correct the
work at the expense of the Contractor.
11. SCHEDULING
Prior to or at the PRECONSTRUCTION CONFERENCE,the Contractor shall provide the City Engineer
the following schedules:
A. A practicable CONSTRUCTION PROGRESS SCHEDULE showing the order,timing,and
progress in which the Contractor proposes to prosecute the work. This schedule shall be in Bar Graph,
CPM or PERT format. The schedule shall be updated and re-submitted as necessary to reflect project
changes.
B. A PAYMENT SCHEDULE showing the anticipated amount of each monthly payment that
will become due the Contractor in accordance with the Construction Progress Schedule.
C. A TRAFFIC CONTROL PLAN detailing the methods and means of controlling traffic for the
specific conditions involved with each construction schedule.
The Contractor shall limit working hours to 7:00 a.m.to 7:00 p.m.,Monday through Saturday. No work
shall be done outside of these hours unless specifically approved by the City Engineer.
Work on Mendenhall Street
The Contractor shall schedule work on Mendenhall Street so that at least one lane is open for through
traffic west of Rouse Ave and two lanes are open east of Rouse Ave at the following times:
After 4:00 p.m. all Thursdays from 7/3/14 to 8/14/14 (Music on Main)
From 4:00 p.m. to 10:00 p.m. Wednesday 7/30/14 (Bite of Bozeman)
All day Saturday 8/2/14 (Sweet Pea Parade and Run)
All day Sunday 8/17/14 (Car Show)
All day Sunday 9/7/14 (Bozeman Marathon)
From noon to 10:00 p.m. Friday 9/26/14 (MSU Pep Rally; BHS Parade)
From 8:00 a.m. to noon Saturday 9/27/14 (MSU Parade)
The Contractor shall complete cold milling including clean-up in sections,with the sections being from
Wallace to Rouse,from Rouse to Grand(including the portions of Willson and Bozeman proposed for
3 SPECIAL PROVISIONS
work), and from Grand to 7'h. A section shall be completed before beginning cold milling in other
- sections.
12. PRECONSTRUCTION CONFERENCE
After the contract(s)have been awarded,but before the start of construction,a conference will be held at
the site of the project for the purpose of discussing requirements on such matters as project supervision,
on-site inspections, progress schedules and reports, payrolls, payment to contractors, contract change
orders, insurance, safety, and any other items pertinent to the project. The Contractor shall arrange to
have all supervisory personnel and a representative from each of the affected utility companies connected
with the project on hand to meet with a representative of the Owner to discuss the project and any
problems anticipated.
13. SHOP AND FABRICATION DRAWINGS
The Contractor shall prepare and submit fabrication drawings,design mix information,material testing
compliance data, and other data, in accordance with the General Conditions. Following review, the
Contractor shall resubmit copies of any drawings which required revision or correction.
Any review by the Owner will not relieve the Contractor from responsibility for errors or omissions,
inadequate design performance requirements,schedule requirements, and proper operation of any item
required under the Contract. Notwithstanding any such review, Contractor shall remain solely
responsible for full and complete performance in accordance with the terms, conditions, provisions,
drawings and specifications set forth in the Contract Documents.
14. UNDERGROUND UTILITIES
The Contractor shall be responsible for checking with the Owners of underground utilities such as the
City,County,power and telephone companies,etc.as to the location of their underground installations in
the project area. The Contractor shall be solely responsible for any damage done to these installations
due to failure to locate them or to properly protect them when their location is known.
It shall be solely the responsibility of the Contractor to fully coordinate his work with the agencies and to
keep them informed of his construction activities so that these vital installations are fully protected at all
times.
A Montana One-call system, phone number 1-800-424-5555 has been set up to facilitate requests for
underground facility located information. The Contractor is responsible for contacting the One-call
-- system prior to any excavation.
15. EASEMENTS, RIGHTS-OF-WAY, ADJOINING PROPERTY
The Contractor shall contain all of his construction operations within the easements and rights of way
4 SPECIAL PROVISIONS
unless written approval is secured from the owner of the adjoining property or written approval is given
by the Owner to utilize the adjacent land area.
16. TRAFFIC CONTROL
A. General. The Contractor shall at all times conduct his operations so that there is a minimum
interruption in the use of the City's streets affected by the work. Exact procedures in this respect shall be
established in advance of construction with the City Engineer.
Barricade function,design and construction shall conform to the latest edition of the Manual on Uniform
Traffic Control Devices and the Standard Specifications for Road and Bridge Construction of the State
Highway Commission of Montana latest Edition.
Should construction of the project require the closure of any streets,roads or highways or require night-
time or long-term traffic control, the Contractor will be required to prepare a detailed TRAFFIC
CONTROL PLAN to address the methods and means of controlling traffic under the specific conditions.
In regards to closures,the plan shall include specific details on traffic detours and estimated durations of
the closures. Details of signing,barricades,flagging and other traffic control devices shall be presented.
The traffic control plan shall be prepared by either an ATTSA (American Traffic Safety Services
Association)certified Traffic Control Supervisor or Traffic Control Design Specialist or approved equal,
or a Professional Engineer.The traffic control plan shall be approved by the Owner prior to construction.
B. Traffic Access. Construction work shall be programmed by the Contractor so that local
traffic will have continuous access within one block of any given property. It shall be the responsibility
of the Contractor to notify all affected residents in the area of programmed work, of street closures,
parking requirements and restrictions, and any other conditions, a minimum of twenty-four(24)hours
prior to beginning work within the affected area. All signing, barricades, and other traffic control
_ measures shall be provided by the Contractor.
_ C. Warning Signals. All streets, roads, highways and other public thoroughfares which are
closed to traffic shall be protected by means of effective barricades on which shall be placed,mounted or
affixed acceptable warning signs. Barricades shall be located at the nearest intersecting public highway
or street on each side of the blocked section.
All open trenches and other excavations within the construction area shall be provided with suitable
barriers, signs and lights to the extent that adequate public protection is provided. All abrupt grade
changes greater than one inch which traffic is required to pass over; and obstructions,including but not
limited to, material stockpiles and equipment shall be similarly protected.
All barricades and obstructions shall be illuminated by means of warning lights at night. All lights used
for this purpose shall be kept burning from sundown to sunrise.
D. Measurement and Payment. No separate measurement and payment shall be made for
5 SPECIAL PROVISIONS
construction traffic control unless listed as a bid item. Construction traffic control shall be considered an
incidental cost to be included in other items in the contract requiring traffic control to complete that item.
E. Reflective Traffic Vests. All workers working in public right-of-way shall at all times wear
reflective vests that at a minimum meet ANSI Class II requirements.
17. DISPOSAL, EROSION, WATER POLLUTION, AND SILTATION CONTROL
The Contractor is responsible for proper disposal of all waste soils and materials unless otherwise
directed herein. Where waste materials are disposed on private property not owned by the Contractor,
evidence of property owner's written permission shall be obtained and provided to the Owner.
Contractor shall comply with all Local, State, and Federal laws and regulations pertaining to fill in
wetlands and floodplains. The Contractor shall dispose of all refuse and discarded materials in an
approved location.
The Contractor shall exercise every reasonable precaution throughout the life of the project to prevent
pollution or siltation of rivers,streams or impoundments. Pollutants such as chemicals,fuels,lubricants,
bitumens, raw sewage, and other harmful wastes shall not be discharged into or alongside of rivers,
streams,impoundments or into natural or manmade channels leading thereto. In addition,the Contractor
shall conduct and schedule his operations to avoid muddying or silting of rivers, streams or
— impoundments. The Contractor shall meet the requirements of the applicable regulations of the
Department of Fish, Wildlife and Parks, Department of Health and Environmental Sciences and other
State or Federal regulations relating to the prevention or abatement of water pollution and siltation. The
Contractor's specific attention is directed to the Montana Water Pollution Control Act and the Montana
Stream Preservation Act.
The Contractor shall be responsible for obtaining any required discharge permits associated with
groundwater de-watering operations. Contractor's shall include all clean-up, restoration, etc., of any
detention or discharge areas.
All debris or waste materials shall be cleaned up by the end of the work day.
Inlet Protection: all storm drain inlets shall be protected with filter fabric or approved equal method to
prevent asphalt millings or other debris from entering the storm drain system.
18. PROTECTION OF EXISTING PAVEMENT
All equipment shall be fitted with pads on the outriggers and other accessories as necessary to prevent
damage to existing pavement during the course of the project. Any damages to pavement shall be
corrected by the Contractor, at his expense, in a manner as directed by the Engineer.
6 SPECIAL PROVISIONS
19. MANHOLES, VALVE AND MONUMENT BOXES
All manholes,valve and monument boxes shall be protected with heavy builders paper until final coating
and compaction has occurred. Contractor shall dig out and clean completely all boxes and manholes
- which are not protected. All manholes and boxes which are at the edges of the defined limits of
construction shall be treated as if they are completely within the construction area and the area
immediately surrounding the raised and/or protected manholes and boxes shall be feathered in so as to
provide a gradual transition over such manhole and/or box.
It is imperative that manholes and valve boxes be accessible to the City for emergency maintenance of its
utilities. The Contractor shall schedule his work to provide timely access to manholes and valve boxes.
Manholes,and valve and curb boxes overlaid by the Contractor and not immediately re-exposed shall be
subject to being uncovered by City crews without notice in response to emergency maintenance needs.
The Contractor shall be responsible for reasonable restoration at no cost to the City.
20. OPERATION OF EXISTING VALVES
All existing City of Bozeman water main valves shall be operated by authorized personnel of the City of
- Bozeman only. The Contractor shall not operate any existing valves without the written consent of the
City of Bozeman.
21. SALVAGEABLE ITEMS
Any items removed from the existing system under the terms of this contract shall remain the property of
the Owner and shall be delivered to a site of the Owner's choosing within the property limits of said
Owner. Should the Owner choose not to accept any salvageable items,then the Contractor shall dispose
of those items at his expense at a site or landfill acceptable to the Engineer. Any costs for the above
work shall be at the Contractor's expense.
Milled asphaltic pavement material shall be salvaged and stockpiled at the Owner's yard on N. Rouse
Avenue north of Griffin Drive.
22. FINAL CLEANUP AND SITE RESTORATION
Following completion of the work, all construction debris shall be removed from the work area. All
disturbed landscaped areas shall be restored with topsoil and re-seeded. The cost for final cleanup and
restoration shall be included in other bid items; no separate payment shall be made for this work.
23. ACCESS TO RECORDS
The Contractor shall allow access to any books, documents, papers and records which are directly
-- pertinent to this Contract by the Owner, State or Federal agencies, or any of their duly authorized
representatives for the purpose of making an audit, examination, excerpts or transcriptions.
7 SPECIAL PROVISIONS
24. INSURANCE
Insurance coverages required under this contract shall extend, at a minimum,to the end of the contract
time.
25. PROTECTION OF TREE ROOTS, SPRINKLER SYSTEMS, AND PROPERTY PINS
The Contractor shall take special care when working around trees to avoid any unnecessary damage to
the roots or the trunks of trees. If any roots have to be removed to complete the work,the roots shall be
neatly cut with a sharp tool.Indiscriminate ripping of tree roots will not be permitted. Protective barriers
shall be placed around trees as necessary to prevent inadvertent damage by equipment.The Contractor
shall take care to locate any existing sprinkler heads or lines prior to excavation. Any sprinkler systems
which are damaged shall be repaired by the Contractor. The Contractor shall be responsible for
preserving existing property pins in the field. The cost of resetting property pins removed by the
Contractor shall be the responsibility of the Contractor.
26. SUPPLEMENTAL TECHNICAL SPECIFICATIONS
Cold Milling
Cold milling shall be done in accordance with Section 411, "Standard Specifications for Road and
Bridge Construction", Latest Edition, adopted by the Montana Department of Transportation.
Section 02910 - Seeding
2.1 Seed
Use the following seed mixture to seed all disturbed landscaped areas at a rate of 30 lbs/acre:
Tall Water-save Fescue 60%
_ Kentucky Bluegrass 25%
Perennial Ryegrass 15%
8 SPECIAL PROVISIONS
SECTION 00100
MEASUREMENT AND PAYMENT
The quantities listed in the Bid Form are estimates for the purpose of bidding only. Payment to the
Contractor will be made based on the actual satisfactorily completed work quantities measured in the
field. Under the terms ofthis contract,the unit price as contained in this Bid Form shall be applicable to
quantity overruns.
The following measurement and payment sections do not necessarily name every incidental item
required by the Contract Documents to complete the work. Cost of all such incidental items shall be
included in the various related bid items.
Item 101: Cold Milling of Existing Pavement (2"nominal depth).
Cold Milling of existing pavement shall be measured and paid for by the square yard of pavement
removed to the specified nominal depth. Should the City Engineer direct,in writing,removal to a depth
greater than specified,the measured area involved will be increased by the ratio of the ordered depth to
the specified minimum depth. Such price and payment shall be full compensation for cold milling,
salvaging, hauling, handling and stockpiling, or disposal of the milled materials, and incidentals
necessary to complete this item.
Item 102• Hot Mix Asphalt Surface Course Tyne B Plant Mix, in place.
This item shall be measured and paid for by the ton of 2,000 pounds of compacted Hot Mix Asphalt
Surface Course, Type B Plant Mix, in place. The unit price and payment shall constitute full
compensation for cleaning underlying course; application of SS-1 tack coats; for furnishing,handling,
hauling,placing,shaping,compacting and finishing of the paving mix;matching finished street grade to
existing manhole,valve box,and curb box grade;for improving unsatisfactory areas;for placing leveling
courses as required; for all materials (inclusive of asphalt), manipulation, labor,tools, equipment, and
incidentals necessary to complete the work in full compliance with these specifications.
-- Item 103: Adjust Valve Box.
This item shall be measured and paid for by the number of valve boxes adjusted to the finished street
grade through 1) the proper adjustment of the existing valve box adjustment mechanisms (slip-type or
screw-type),or 2)installation of a Tyler Corporation No. 69 screw-type adjustable riser if compatible,or
3) installation of an East Jordan Iron Works 8500 valve box riser. The unit price and payment shall
- constitute full compensation for all incidental materials, excavation, backfill, compaction, cleaning,
labor, tools, and incidentals necessary to complete this work.
1 MEASUREMENT AND PAYMENT
Item 104: Adjust Manhole Ring and Cover.
This item shall be measured and paid for by the number of sanitary sewer, storm sewer, or telephone
manhole rings and covers adjusted to the final street grade through the use of concrete adjusting rings as
defined in the specifications. The unit price and payment shall constitute full compensation for all
materials,excavation,backfill,compaction,cleaning,labor,tools,and incidentals necessary to complete
this work.
Item 105: Unclassified excavation above sub rg ade
This item is measured by the square yard and paid for at the unit price bid for"Unclassified excavation
above subgrade", said price and pavement being full compensation for all labor,tools, equipment,and
other incidentals necessary for removing(including sawcutting) and disposing of any asphalt concrete
pavement,PCC pavement,curbing,sidewalks,drive approaches,soil,or vegetation necessary to prepare
the site for the installation of new curb and gutter, sidewalks,pedestrian ramps, drive approaches,and
asphalt pavement,and to re-compact and/or prepare as necessary the base material for placement of new
asphaltic or Portland cement concrete.
Item 106: 4" Concrete sidewalk in place
-- Measurement and payment for this item shall be as per MPWSS,Section 02529 4.4,square foot method.
Item 107: 6" concrete sidewalk in place
Measurement and payment for this item shall be as per MPWSS, Section 02529 4.4,square foot method.
Item 108: Concrete fillet
This item is measured and paid for by the square foot at the contract unit price bid for"Concrete fillet"
for constructing curb turn fillets or inlet apron fillets. Price and payment is full compensation for all
material,excavation, preparation and placement of gravel base,backfill,curing of concrete,pre-molded
mastic material, equipment, tools and labor, and for the performance of all work and incidentals
necessary to complete this item.
_._ Item 109: Concrete Valley Gutter
Measurement and payment for this item shall be as per MPWSS, Section 02529 4.2 A. 1.
Item 110: Detectable warning
This item is measured and paid for by the square foot at the contract unit price bid for "Detectable
warning". Price and payment is full compensation for furnishing and installing cast iron or ductile iron
2 MEASUREMENT AND PAYMENT
detectable warning panels in accordance with manufacturer's recommendations.
Item 111: Combined concrete curb and ug_tter.
This item is measured and paid for by the lineal feet of combined curb and gutter in place at the contract
unit price bid for"Combined concrete curb and gutter". Price and payment is full compensation for all
materials,preparation and placement of gravel base,curing of concrete,painting face of gutter with tack
oil, all pre-molded mastic material for expansion joints,steel dowels and sleeves,all equipment,tools,
labor, and for the performance of all work and incidentals necessary to complete the item, and for
backfilling of the curb and seeding and restoration of all disturbed areas.
Item 112: Construction Traffic Control
This item shall be measured and paid for as per MPWSS Section 01570 Part 4, lump sum basis.
3 MEASUREMENT AND PAYMENT
APPENDIX A
Standard Drawings
R9-11(L)
SIDEWALK CLOSED
AHEAD
CROSS HERE
30"X24"
SIDEWALK
CLOSED
24"X18"
SIGNS ARE TO BE PLACED AT
THE NEAREST LEGAL CROSSING
TO THE WORK AREA. MAY ONLY
BE USED IF A PARALLEL
SIDEWALK EXISTS ON THE OTHER
SIDE OF THE ROADWAY.
2-9
SIDEWALK
CLOSED
24"X 18"
R9-1 1(R)
SIDEWALK CLOSED
AHEAD
CROSS HERE
30"X24"
SIGN
® WORK SITE
TRAFFIC DRUMS OR CONE
CITY OF BOZEMAN SCALE: PEDESTRIAN TRAFFIC NO. 01570-7
NONE CONTROL FOR TEMPORARY FEB 2007
STANDARD DRAWING SIDEWALK CLOSURE
5'
IL
!� I
R9-9
SIDEWALK
CLOSED
TEMPORARY ACCESS
RAMP ADEQUATELY o
SUPPORTED - -.
a
a
FENCING
I
SIDEWALK
FENCING a CLOSED
MUST MAINTAIN 4' CLEAR AREA R9-9
BETWEEN FENCING.
WALKWAY MUST BE SMOOTH
AND KEPT CLEAR OF FENCING AS SHOWN MAY USED
OBSTRUCTIONS FOR SHORT TERM (LESS THAN
APPROPRIATE TRAFFIC 30 DAYS) INSTALLATION. MORE
CONTROL PLAN MUST BE PERMANENT STRUCTURES WILL BE
USED FOR LANE CLOSURES REQUIRED FOR LONGER TERM.
- A COVERWALK MAY BE REQUIRED
FOR OVERHEAD OPERATIONS (IF
HEIGHT MINUS 10' EXCEEDS
DISTANCE FROM WALK WAY TO
WORK AREA)
CITY OF BOZEMAN SCALE: SIDEWALK CLOSURE NO. 01570-8
STANDARD DRAWING NONE WITH FEB 2007
DETOUR
i
5'
5,
I
I
R9-9
SIDEWALK
CLOSED
TEMPORARY ACCESS
7
RAMP ADEQUATELY
SUPPORTED °
°
e
e
FENCING
0
0
e �
o
FENCING SIDEWALK
°eJ CLOSED
f
MUST MAINTAIN 4' CLEAR AREA i R9-9
BETWEEN FENCING.
WALKWAY MUST BE SMOOTH
AND KEPT CLEAR OF FENCING AS SHOWN MAY USED
OBSTRUCTIONS �j FOR SHORT TERM (LESS THAN
APPROPRIATE TRAFFIC 30 DAYS) INSTALLATION. MORE
CONTROL PLAN MUST BE i PERMANENT STRUCTURES WILL BE
USED FOR LANE CLOSURES REQUIRED FOR LONGER TERM.
_-- A COVERWALK MAY BE REQUIRED
FOR OVERHEAD OPERATIONS (IF
HEIGHT MINUS 10' EXCEEDS
DISTANCE FROM WALK WAY TO
WORK AREA)
CITY OF BOZEMAN SCALE: SIDEWALK CLOSURE NO. 01570-8
STANDARD DRAWING NONE WITH FEB 2007
DETOUR
EEf SURFACING
+- �» V- 0"
HUT MM ASPHALT
44'Y1N.
CONPACRD 8ASE "YJ - CONCRETE ADJUSTMC
AND SUBCRACE RIHGS AS NECESSARY
(2'MN.-12'
`I
NOTES:
1.Adjust manholes upward with adjusting rings
under frame.
2.Adjust manhole downward by removing cone and barrel sections as
necessary and replacing with sections of length required to match grade.
3.Slope manhole frame as required to mathch slope of
street.
4.Final manhole adjustment shall be made before paving.
5.All joints between manhole sections,top cone,adjusting rings,and manhole
ring shall be watertight. Joint material shall be"Ram Nek"or approved equal.
6.Manhole ring and cover shal be adjusted to match final crown and grade of street.Use
Anderson Precast or approved equal concrete angled adjustment rings to obtain required
angle.
7.Manhole ring and cover.use MCI 305 frame,305A cover,IFCO 772 frame,
772-B cover,or Deeter 1025,or D&L A-1172 with 1"cover.
CITY OF BOZEMAN Scale: MANHOLE ADJUSTMENT NO. 02213-1
STANDARD DRAWING None DETAIL Rev.April 2005
TOP OF NEW PAVEMENT
- 1 8" MIN., 1 4" MAX.
6"
COMPACTED BASE & SUBGRADE
NOTES:
1. Adjust water valves upward or downward as required. Final adjustment sholl be made after paving and before
seal cooting.
2. Model No. 69 8550 series, East Jordan Iron works adjustable screw—type risers may be used to raise or
adjust existing valve boxes only.
3. Valve box adjustment shown is designated as Type II water valve adjustment. Type I water valve adjustment is similar
except with a concrete collor.
CITY OF BOZEMAN SCALE: WATER VALVE ADJUSTMENT NO. 02213-2
STANDARD DRAWING NONE DETAIL Feb. 2004
5.4" (0.45')
24"
9'
2"
°
4„ TOPSOIL a 3"R 4.5"
(TYP.) 4"R
a
"TO PER 1' SLOPE
4
j\\ a a �3/4
QQ a 6„
° 7.5"
44 4
\�\ ° Q° °. a ° a
O O O 0
iww
O O OOO
CRUSHED GRAVEL O O O O O O OBASE - 3" MIN. 0000000000000
O O O O O O O O
SUB-BASE COURSE
AS REQUIRED
COMPACTED SUBGRADE
1�5" 3/4"
r_3�4" PER 1' SLOPE �_3 4" PER 1' SLOPE
1 2" PER 1' SLOPE y
6"
DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB
NOTES:
1. Subgrade or base course compaction shall conform to section 02230 (M.P.W. Specs., 1996 ed.)
2. Contraction joints shall be placed at 10' intervals and shall have a minimum depth of 3/4" and minimum width of 1/8",
3. 1/2" expansion joint material shall be placed at all P.C.s, P.T.s, curb returns and at not more than 300' intervals. The
expansion material shall extend through the full depth of the curb and gutter.
4. No curb and gutter shall be placed without a final form inspection by the City Engineer or his representative.
5. Concrete shall be Class M-4000.
6. Crushed gravel base shall meet the requirements of Section 02235 (MPW SPECS, 2003 ed.) For curb and
gutter replacement projects, washed rock may be used for the gravel base.
CITY OF BOZEMAN SCALE: INTEGRAL CONCRETE NO. 02528- 1
STANDARD DRAWING NONE CURB & GUTTER Revised
Mar. 2006
CURB TO CURB
WIDTH — VARIES
FACE OF CURB 15' R (TYP)
FACE OF GUTTER
EXPANSION JOINT
CONTROL JOINT A BACK OF CURB
FLOWLIZ
WITH CURB RETURN A \\\\j
FILLET AS ONE PIECEIF EXI
DOWEL WITH 5 #4 X 36'" ]JOINTS WILL BE REQUIRED RETURN,IN GRIND RGUTTER
SMOOTH REBAR EVENLY APPROX. EVERY 10 FEET TO FORM OUTLET
SPACED ON 1' CENTERS CHANNEL WHEN THIS
WITH 3 1/2" OF COVER. IS THE HIGH SIDE
WITH ES
ONE ONE ENDOF SN BARS PLAN VIEW
VARIABLE
6'-0" MIN. STREET SURFACE
1/2" PER
47
+7' a
REINFORCE WITH #4
SECTION A-A BARS ON 2' X 2' GRID
NOTES: THE WIDTH WITH PROPORTIONAL
INVERT MAY VARY TO SATISFY THE DESIGN
REQUIREMENTS OF INDIVIDUAL APPLICATIONS.
FINISHED STREET SURFACE TO BE 1/8" TO
1/4" ABOVE EDGES OF DOUBLE GUTTER.
CITY OF BOZEMAN SCALE: DOUBLE GUTTER DETAIL NO. 02529-1
STANDARD DRAWING NONE FOR STREET INTERSECTION DEC. 2003
6' — 0"
*1.5" 4
L
'ad 4 e.4.
7' a
*Depth will vary proportionately
3" GRAVEL with width of cross drain
3'
CROSS
DRAIN
CONTROL JOINT — SEAL WITH BITUMINOUS JOINT SEALER
EXPANSION JOINT
6"
00(
10"
EXTEND EXPANSION TUBES 3/4" PAST END
OF STEEL DOWEL TO ALLOW FOR EXPANSION
(IF DOWELS ARE USED)
FILLET TO BE PLACED ON 3" COMPACTED
GRAVEL BASE OR STREET BASE, WHICHEVER
IS GREATER.
CONCRETE TO BE
EXPANSION JOINT AT 6' DEPTH FROM
P C (TYP) FACE OF CURB TO
STREET 15' R (TYP.)
3/4" STEEL DOWELS (OPTIONAL)
CITY OF BOZEMAN SCALE: STANDARD FILLET NO. 02529-2
STANDARD DRAWING NONE AUG. 1994
RIVEWAY
EXPANSION JOINT
EXPANSION JOINT
c�\O 1:12 MAX.
�i SLOPE1.5"
:::: ..::.: .:::......
.. .... ....... ...... ... ..
I _.I EXPANSION
JOINT
FLOWLINE
TRANSITION SECTION
—5' MINIMUM
—15' FOR NON—RESIDENTIAL APPROACH ON ARTERIAL STREETS
6" M-4000 CONCRETE
2% -----i �1.5°
DRIVEWAY
00 0 0 0 0
3" WASHED
GRAVEL
COMPACTED SUBGRADE SECTION VIEW
CITY OF BOZEMAN SCALE: DRIVEWAY APPROACH NO. 02529-5
STANDARD DRAWING NONE WITH SIDEWALK Revised
ADJACENT TO CURB Dec. 1999
USE BLENDED TRANSITION RAMP WHERE
LIMITATIONS DUE TO BOULEVARD WIDTH, Irk
RIGHT-OF-WAY,CURB RADIUS,OR INTERSECTION
ANGLE PREVENT THE USE OF STANDARD RAMPS PER
C.O.B STANDARD DRAWING 02529-8 \
DETECTABLE WARNING TO BE A MINIMUM OF 4'
WIDE,CENTERED ON THE CROSSWALK(S).
q�
�} IUANSION JOINT
e 1:12 MAX SIDEWALK
XXX Drop Cub
® Curb Transition 2%MAR
I Um
A.
EXPANSION
JOINT
N
.. LENGTH AS REQUIRED TO MATCH
STANDARD SIDEWALK GRADE
b
H
Lmdi,'8 II
No Up 5'Miu .k Vag— Sidewalk
2%Mex t1u?6"x
3"Gravel Banc(Typ.)
4"Concraft
6"Concre a Reinforoed with 13 LbL
Fibecmeah X.Y.or 6x6x 10 Gmgo Vrm Meah
SECTION A-A
Not to sclu
CITY OF BOZEMAN SCALE: BLENDED TRANSITION NO. 02529-8A
STANDARD DRAWING NOT TO SCALE PEDESTRIAN RAMP APRIL 2006
APPENDIX B
Estimated Quantities,Plan Sheets
2014 Street Improvements
2" MILL AND OVERLAY- estimated quantities
STREET Milling (SY) Plant Mix (tons)
Mendenhall -Wallace to 7th 17625 2015
Babcock- Church to Wallace 1550 180
Willson - Mendenhall to Lamme 1316 250
Bozeman - Mendenhall to Lamme 1260 150
Total Est. Quantity 21751 2595
* Includes plant mix for intersection re-construction at Lamme