HomeMy WebLinkAboutBogert Place Sidewalk and Misc. ADA Ramp Installations Contract Documents, Quality ConcreteCITY OF BOZEMAN, MONTANA
BOGERT PLACE SIDEWALK
and
MISCELLANEOUS ADA RAMP INSTALLATIONS
June 2010
TABLE OF CONTENTS
CONTRACT DOCUMENTS
Invitation to Bid
Instruction to Bidders
Bid 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
Montana 'Reinvestment Act Report Form
Estimated Quantities by Work Location
Plan Sheets 1 and 2
CITY OF BOZEMAN, MONTANA
INVITATION TO BID
The City of Bozeman Clerk's office will receive separate, sealed bids for Bogert Place Sidewalk
and Miscellaneous ADA Ramp Installations until the bid deadline of 2.00 p.m. local time on
July 13, 2010. Sealed bids so entitled should be addressed to the City Clerk.
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, P.O. Box 1230, Bozeman, Montana 59771.
The project consists of the installation of approximately 2,454 S.F. of concrete Sidewalk along
Bogert Place, and street corner ADA ramp installations at five intersections on S. 9' Ave and 5.10`
Ave.
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 E. Olive Street, P.O. Box 1230, Bozeman, Montana 59771-1230.
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.
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.
Each entity submitting under this notice shall include a provision affirming in writing the submitting
entity 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 exercise of the contract should it be awarded to that entity. Each entity submitting under this
notice shall also recognize in writing the eventual contract will contain a provision prohibiting
discrimination as described above and this prohibition on discrimination shall apply to the hiring and
treatment of the Contractor's employees and to all subcontracts.
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
1 INVITATION TO BID
insurance shall be provided.
No bid may be withdrawn or accepted after the scheduled time for the public opening of bids, which
is 2:00 p.m. local time, July 13, 2010. Bids will be publicly opened and read thereafter in the City
Commission room of City Hall, 121 North Rouse Avenue.
The right is reserved to reject any or all proposals received, to waive informalitics, 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 an Equal Opportunity Employer.
Stacy Ulmen
City Clerk, City of Bozeman, Montana
Publication Dates:
June 27, 2010
July 4, 2010
2 INVITATION TO BID
0 -nom
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 Ave, P.O. Box 1230, Bozeman,
Montana 59771-1230, and endorsed on the outside of the envelope with the words:
BOGERT PLACE SIDEWALK and MISCELLANEOUS ADA RAMP INSTALLATIONS, 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.
Bidders must bid both schedules.
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 on
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 person's 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.
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, Fifth Edition (MPWSS), published March 2003, 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 (COB MODS), dated March 2004, including
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.
Selected sections of the MPWSS have been reprinted in this document to provide a clear
definition of the project and detail modifications to the MPWSS made by the City of Bozeman,
in order to assist the Contractor in preparation of his Bids.
The complete CONTRACT DOCUMENTS which comprise this entire document, and are made
a part hereof, consist of the following:
Invitation to Bid ............................
Instructions to Bidders ...................
BidForm ........ ...............................
Bid Bond .................................
Agreement Form ..................
Payment Bond ...............................
Performance Bond... ......................
Standard General Conditions...........
Supplementary Conditions ........
Miscellaneous Forms
Notice of Award ..................
Notice To Proceed.... ............
Change Order ... .......... ......
Work Directive Change.........
Application For Payment
(Guidance Only)... .............
Bound Herein
Bound Herein
Bound Herein
Bound Herein
Bound Herein
Bound Herein
Bound Herein
MPWSS
MPWSS/Bound Herein
MPWSS
MPWSS
MPWSS
MPWSS
0 I
2 INSTRUCTIONS TO BIDDERS
Certificate of Substantial
Completion... .................
Wage Rates ....... ....... ..................
Special Provisions ...... ......... ... __ ....
Technical Specification ........................
Appendix A--Standard Drawings......,..
Appendix B— Estimated Quantities
Plan Sheets ..............
MPWSS
Bound Herein
Bound Herein
MPWSS & COB MODS
IVIPWSS/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.
INSTRUCTIONS TO BIDDERS
UNDERGROUND UTILITIES It is the responsibility of the Contractor to contact the owners of
underground utilities 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. The Contractor
is required to call 1-800-424-5555 for utility locates prior to beginning any excavation work.
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. Once begun, the work shall be prosecuted uninterrupted by
the Contractor, to it's completion. Contract time is shown on the Bid Form and Agreement
Form.
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 Ave,
P.O. Box 1230
Bozeman, MIT 59771-1230
The envelope shall also contain the following information:
Name of Project: BOGERT PLACE SIDEWALK and MISCELLANEOUS ADA RAMP
INSTALLATIONS, CITY OF BOZEMAN.
4 INSTRUCTIONS TO BIDDERS
Name of Contractor:
Montana Certificate of Contractor Registration No,
Acknowledge Receipt of Addendum No,- _
In the lower left hand corner of the envelope print or type:
Proposals shall be made in accordance with the following instructions:
A. Submit one copy of the complete bound document in an opaque sealed'
envelope. 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:
5 INSTRUCTIONS TO BIDDERS
MOM
M
Title:
Corporate Seal
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 accept or
reject the Bids, or portions of Bids if denoted in the Bid as separate schedules. Only one
contract will be awarded. 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.
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 Owner.
7 INSTRUCTIONS TO BIDDERS
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 of the 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 (1 b) 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,
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. (1-800-556-6694)
ADDITIONAL CONTRACTOR LICENSE FEE (MONTANA CONTRACTORS GROSS
RECEIPTS TAX) 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, 1 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,
9 INSTRUCTIONS TO BIDDERS
BOGERT PLACE SIDEWALK
anR
r%11
I 04YA:
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 replacement of concrete sidewalks and installation of
pedestrian ramps, 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 30 (thirty) consecutive calendar days after commencement of the
contract time as defined in the General Conditions.
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.
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.
1 BID FORM
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.
BIDDER agrees to perform all the work described in the CONTRACT DOCUMENTS for the
following unit prices or lump sums
BID SCHEDULE
NO, ITEM UNIT UNIT PRICE QUANTITY TOTAL PRICE
(Figures Fi ores
101 6" Concrete S.F. 2,454 t) �_
sidewalk in place
102 Gravel approach L.S. $ 3
L.S, $ 360
103 Backstop removal Each $ 2
and disposal
TOTAL BASE BID - SCHEDULE 1
(SCHEDULE 1 BASE BID TOTAL - WRITTEN WORDS)
2 BID FORM
TOTAL BASE BID - SCHEDULE 2 $
T4.1,4y F,.
(SCHEDULE 2 BASE BID TOTAL - WRITTEN WORDS)
TOTAL BASE BID - SCHEDULES I and 2
5 44 e"q 4
(SCHEDULES I and 2 BASE BID TOTAL - WRITTEN WORDS)
The undersigned Bidder acknowledged receipt of the following Addenda, which have been
considered in preparation of this Bid:
M
Dated
3 BID FORM
BID SCHEDULE
SCHEDULE
2 - ADA RAMP INSTALLATIONS
NO.
ITEM
UNIT
UNIT PRICE QUANTITY
TOTAL PRICE
Fi -ures)--
—
----- (Figures)
201
Concrete removal
S.F.
3,323
$
and disposal
202
Combined concrete
L.F.
$
495
$
curb & gutter
203
6" Concrete
S.F.
$
1,400
$
sidewalk in place
204
4" Concrete
S.F.
s_7
1,028
$ 7, `/5
sidewalk in place
-
205
Detectable
S.F.
$ S o
320
$ )0
Warning
TOTAL BASE BID - SCHEDULE 2 $
T4.1,4y F,.
(SCHEDULE 2 BASE BID TOTAL - WRITTEN WORDS)
TOTAL BASE BID - SCHEDULES I and 2
5 44 e"q 4
(SCHEDULES I and 2 BASE BID TOTAL - WRITTEN WORDS)
The undersigned Bidder acknowledged receipt of the following Addenda, which have been
considered in preparation of this Bid:
M
Dated
3 BID FORM
No. Dated
No. Dated
Submitted this p day of 201.
SIGNATURE OF BIDDER:
Montana Contractor Registration Number 17 R_<
If an individual:
doing business as
If a Partnership:
by
partner
If a Corporation: ,
(a)
w
Title
Business Address of Bidder:
-
If Bidder is a joint venture, other party must sign below:
Montana License Number and Class
If an Individual:
doing
business as
4 BID :FORM
NOTICE OF AWARD
Dated: A(Ac�
TO: Quality Concrete of Montana, Inc.
ADDRESS: 240 Falcon Lane, Bozeman, MT 59718
PROJECT: City of Bozeman Bogert Place Sidewalk and Miscellaneous ADA Ramp
Installations
CONTRACT FOR: Installation of new concrete sidewalk and installation of street corner
pedestrian ramps.
You are notified that your Bid dated July 13, 2010, for the above Contract has been considered.
You are the apparent Successful Bidder and have been awarded a Contract for Bogert Place
Sidewalk and Miscellaneous ADA Ramp Installations project
The Contract Price of your Contract is: six !y eight thousand three hundred sixty six and 951100
Dollars ($ 58,366.9
Three copies of the proposed Contract Documents accompany the Notice of Award.
You must comply with the follow conditions precedent within fifteen (115) days of the date
of this Notice of Award, that is, by ----------
1 You must deliver to the OWNER 3 fully executed counterparts of the Agreement including
all the Contract Documents and Drawings,
2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in
the Instruction to Bidders (page 8), General Conditions (paragraph 5,01) and Supplementary
Conditions (paragraph SC-5.02).
3. List other conditions precedent:
You must deliver with the executed Agreement the Certificates of Insurance as specified in
the General Conditions (paragraph 5,03).
Failure to comply with these conditions within the time specified will entitle OWNER to
consider your Bid abandoned, to annul this Notice of Award, and to declare your Bid Security
forfeited.
THIS AGREEMENT is dated as of the 25" ' day of 4va,,5,- in the year 2010 , by and
between CITY OF BOZEMAN, hereinafter called OWNER, and
Quality Concrete of Montana, Inc. hereinafter called CONTRACTOR.
OWNER AND CONTRACTOR, in consideration of the mutual covenants hereinafter set
forth, agree as follows:
CONTRACTOR shall complete all Work as specified or indicated in the Contract
Documents. The project work is generally described as follows:
Installation of concrete sidewalk along Bogert Place and installation of street corner
ADA ramps at various locations.
The project for which the Work under the Contract Documents may be the whole or only a
part is generally described as follows: Bogert Place Sidewalk and Miscellaneous ADA
Ramp Installations.
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 ($100.00) foreach daythat
expires after the time specified herein until the Work is substantially complete.
Article 3. CONTRACT PRICE.
3.1 OWNER shall pay CONTRACTOR for performance of the Work in accordance with
the Contract Documents the sum (subject to adjustment as provided in the Contract
Documents) of six !y eight thousand three hundred six tV six and 951100
Dollars ($ 68,366.95_
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.
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 otherterms 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.
7.8 Supplementary Conditions.
7.9 Wage Rates,
7.10 Special Provisions and Measurement and Payment,
7.11 Montana Public Works Specifications, Fifth Edition, March 2003, and City of
Bozeman Modifications to Montana Public Works Standard Specifications Fifth
Edition, March 2004, including addenda.
VANWffs =Svmc� �94 ��
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,
By
Title
(JOINT VENTURE)
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(ATTEST)
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(OWNER)
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Any singular reference to Contractor, Surety, Owner, or other party shall be considered plural where applicable.
CONTRACTOR (Name and Address):
Quality Concrete of Montana, Inc.
240 Falcon Lane
Bozeman, MT 50718
OWNER (Name and Address):
City of Bozeman
121 N. Rouse Ave., PO Box 1230
Bozeman, MT 59771
SURETY (Name, and Address of Principal Place of Business):
Hartford Fire Insurance Company
One Hartford Plaza
Hartford, CT 06185
CONTRACT ,r
Effective Date of Agreement: O/ZS
Amount: $68,366.95 Sixty Eight Thousand Three Hundred Sixty Six Dollars and 951100
Description (Name and Location): Bogert Place Sidewalk and Miscellaneous ADA Ramp Installations,
Bozeman, Montana
BOND
Bond Number: 41 BCSFA2282
Date (Not earlier than .Effective Date of
Agreement): Slis /r6
Amount: $68,366.95 Sixty Eight Thousand Three Hundred Sixty Six Dollars and 951100
Modifications to this Bond Form: None
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
Quality Concrete of Montana, Inc. (Seal)
Contractor's Name and Corporate Seal
e
SURETY
Hartford Fire Insurance Compa
(Seal)
Surety's Name and Corporate ;Seal
Signature (Attach Power of Attorney)
Naomi Gerber
Print Name
Attorney -in -Fact
Title
Signa re �
Sylvia Tilzey Witness
Title
Note: Provide execution by additional pk f9j; It ch as joint venturers, if necessary.
EJCDC C -610 Performance Bond
Prepared by the Engineers Joint Contract Documents Committee.
Page 1 of 1
Title
�eaAM4i1 //
Attest.
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Title
%1'1r ' O N T
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Attorney -in -Fact
Title
Signa re �
Sylvia Tilzey Witness
Title
Note: Provide execution by additional pk f9j; It ch as joint venturers, if necessary.
EJCDC C -610 Performance Bond
Prepared by the Engineers Joint Contract Documents Committee.
Page 1 of 1
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 4 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
23 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
33 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 S 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:
EJCDC C -610 Performance Bond
Prepared by the Engineers Joint Contract Documents Committee,
Pagc 2 of 2
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 Telephonefayne Financial Group, Inc.
Surety Agency or Broker: 2323 2nd Ave. North, Billings, MT 59107
Owner's Representative ffazLneer or other eyft
y):
EJCDC C-610 Performance Bond
Prepared by the Engineers Joint Contract Documents Committee.
Page 3 of 3
LAINMUTURKS HIM
Any singular reference to Contractor, Surety, Owner, or other party shall be considered plural where applicable.
CONTRACTOR (Name and Address):
Quality Concrete of Montana, Inc.
240 Falcon Lane
Bozeman, MT 59718
OWNER (Name and Address):
City of Bozeman
121 N. Rouse Ave., PO Box 1230
Bozeman, MT 59771
CONTRACT
Effective Date of Agreement: a/es/
Amount: $68,366.95 Sixty Eight Thousand Three Hundred Sixty Six Dollars and 95/100
Description (Name andLocation): Bogert Place Sidewalk and Miscellaneous ADA Ramp Installations,
Bozeman, Montana
BOND
Bond Number: 41BCSFA2282
Date (Not earlier than Effective Date of
Agreement): OIX5
Amount: $68,366.95 Sixty Eight Thousand Three Hundred Sixty Six Dollars and 951100
Modifications to this Bond Form-, Yes. See Page 3 of Payment Bond.
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 (Name, and Address of Principal Place of
Business):
Hartford Fire Insurance Company
One Hartford Plaza
Hartford, CT 06155
SURETY
Quality Concrete of Montana, Inc. (Seal) Hartford Fire Insurance Company (Seal)
Contractor's Name and Corporate Seal Surety's Name and Corporate Seal
By:
By: lr;;�
Signature Sigrikure (Attach Nower of Attorney)
Naomi Gerber
Print Name
a ttorn ev n Fact
Title o Title
BRA Cfp
Attlz est:
-- Si - griature SignoIle
\J I Sylvia Tilzey Witness
Title Title
Mote: Provide execution by additiAqlpitrtii�, &uch aj`�
j&s7 venturers, if necessary.
V
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[MW401504;11 EJCDC C-615(A) Payment Bond March 2008
Prepared by the Engineers Joint Contract Documents Committee.
Page 1 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 famished 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 famished 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:
L. 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
famished 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. Reserved.
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.
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,
(MW001504;11 EJCDC C-615(A) Payment Bond March 2008
Prepared by the Engineers Joint Contract Documents Committee,
Page 2 00
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 4,23,
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 fumished.
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 INF9WTION ONLY —(Name, Address, and Telephone)
Surety Agency or Broker:.
Owner's Representative (Engineer or other):
Payne Financial Group, Inc.
2323 2nd Ave. North, Billings, IVIT 59107
{NIW001504;1) EJCDC C-615(A) Payment Bond March 2008
Prepared by the Engineers Joint Contract Documents Committee.
Page 3 of 3
Direct InquirieslClaims to:
y THE HARTFORD
P 0 W OF ATTLORNE BOND, T-4
690 ASYLUM AVENUE
HARTFORD, CONNECTICUT 06115
ca/t. 888-266-3488 or fax. 860-757-5835
KNOW ALL PERSONS BY THESE PRESENTS THAT: , A2encx Code: SurePath
Hartford Fire insurance Company, a corporation duly organized under the laws ofthe State of Connecticut
Hartford Casualty insurance Company, a corporation duly organized tinder the laws of the State of Indiana
Hartford Accident and Indemnity Company, a corporation duly organized under the laws of the State of Connecticut
Hartford Underwriters Insurance Company, a corporation duly organized undertbe laws of the State of Connecticut
Twin City Fire Insurance Company, a corporation duly organized under the laws ol'the State of Indiana
Hartford insurance Company of Illinois, a corporation duly organized under the laws ortbe State of Illinois
Hartford Insurance Company of the Midwest, a corporation duly organized under the laws of the State of Indiana
Hartford Insurance Company of the Southeast, a corporation duly organized under the laws of the State of Flodda
having their home office in Hartford, Connecticut (hereinafter collectively referred to as the "Companies") do hereby make, constitute and appoint
Naomi Gerber of Payne Financial Group, Inc. . Billings, MT
their true and lawful Attomey-in-Fact, to sign its name as surety(ies) only as delineated above by E, and to execute, seat and acknowledge the following
bond, undertaking, contract or written instrument:
Bond No. 41 BCSFA2282 on behalf of Quality Concrete of Montana, Inc. naming
City of Bozeman as Obligee in the amount of See Bond Form
on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or
guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law,
In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on January 22, 2004, the Companies have
caused these presents to be signed by its Assistant Vice President and its corporate seats to be hereto affixed, duly allested by its Assistant Secretary.
Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are and will be bound by
any mechanically applied signatures applied to this Power of Attorney.
t9ar
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Paul A. Bergenholtz, Assistant Secretary
W
M. Ross Fisher, Assistant Vice President
STATE OF CONNECTICUT
ss. Hartford
COUNTY OF HARTFORD I
On I" day of February, 2004, before me personally came M. Ross Fisher, to me known, who being by me duly sworn, did depose and say: that he
resides in the County of Hartford, State of Connecticut; that he is the Assistant Vice President of the Companies, the corporations described in and which
executed the above instrument; that he knows the seats of the said corporations that the seals affixed to the said instrument are such corporate seals; that
they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority.
Seca E. Faseka
( a
Notary Public
CERTIFICATE My Com inission Fxpims Weber 31,2012
1, the undersigned, Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and correct copy of
the Power of Attorney executed by said Companies, which is still in full force effective as of
Signed and sealed at the city or Hartford.
'l
a 4 �,ta�r,tla, +r*`� � � r � � �` �� s
- t E t I W g
I LA
Gary W. Stumper, Assistant Vice President
POA 2007
STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT
(See Montana Public Works Standard Specifications 5 th 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, 2002 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.
D SC - 2.01 DELIVERY OF BONDS
Add the following to Paragraph: 2.01.A
Engineer shall famish 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 and Power of Attomey 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 ran 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 11.0 1, 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.
E
Section 00810
SLTPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS
Page 1 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 Paragraph2
Contractor's Schedule of Equipment will be acceptable to Engineer as to fon 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
casement 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.
Delete the first sentence of 4,02.A and replace with the following:
A. Reports and Drawings: The Special Provisions identify:
Section 00810
SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS
Page 2 of 12
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SC — 4,03 - DIFFERING SUBSURFACE OR PHYSICAL CONDITIONS
aw 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.
J0 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 cornple
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. Reference is made to the Special Provisions for the
identification.....
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-, V1, 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
Section 00810
SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS
Page 3 of 12
insurance has been obtained and certificates of insurance, with binders, or certified
copies of the insurance policy shall have been filed with the Owner and the Engineer.
All insurance coverages shall remain in effect throughout the life of the Agreement,
except that the Contractor shall maintain the Commercial General Liability Pollcv
g
including product and completed operations coverage for a period of at least one year
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following the substantial completion date for property damage resulting fr
occurrences during the agreement period.
SC — 5.04 CONTRACTOR'S LIABILITY INSURANCE
Add the following new paragraphs immediately after Paragraph 5.04.13:
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:
I 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 S 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 S 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)
C. Coverage will include:
1. Premises - Operations
2. Operations of Independent Contractor
3. Contractual Liability
4. Personal Injury
Section 00810
SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS
Page 4 of 12
S E000,000,00
rr
flip
gar
5 Products and Completed Operations
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 Injury:
Each Person $ 500,000.00
Each Accident $ 1,000,000.00
Property Damage
Each Accident $1,000,000.00
(or)
b. Combined Single Limit $ 1,000,000,00
Coverage to Include
1. All Owned
1 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 5.043. 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 S 1 000 000.00
Aggregate $ 3,000,000.00
Section 00810
SUPPLENIENTARY CONDITIONS TO THE GENERAL CONDITIONS
Page 5 of 12
SC- 5.04.B.5 CANCELATION NOTICE
Amend paragraph 5.04.13.5 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;
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6, include testing and start-up; and
i. 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 paragraph 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
W) Add the following to Paragraph 6.02.1:
=tffl Regular working hours are defined as 8:00 AM. to 5:00 P.M. Emergency work may be
Im done without prior permission.
SC-6.04 PROGRESS SCHEDULE
W Delete Paragraph 6.04.A.1 of the General Conditions in its entirety and replace with the
IM, 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 leve Contractor
from Contractor's full responsibility therefore.
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Section 00810
SUPPLEMENITARYCONDITION'S TO THE GENERAL CONDITIONS
Page 7 of 12
SC- 6.13 SAFETY AND PROTECTION
Add new paragraphs to the end of paragraph 6.13.D of the General Conditions as follows:
E. It is expressly understood by the par 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.
F. 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
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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
to
damage.
SC- 6.20 INDEINENIF1 CATION
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:
I L0 I.A.5 c The cost for the use of all construction equipment and machinery and parts
thereof whether owned by the Contractor or rented from others. The cost shall be
calculated as follows and will include the costs of transportation, loading, 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:
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,
9) 3. For specialized equipment rented for a short duration used for change
8i order work or additional work not part of the scope of work bid, the
equipment rental rates will be negotiated prior to the work being
@1 performed.
Section 00810
SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS
Page 9 of 12
I
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
I d
2. the total cost of the particular individual item of Unit Price Work amounts to 10% or ---"7
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.I.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.
FBI]
Section 00810
SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS
Page 10 of 12
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SC — 14.02.0 PAYMENT BECOMES DUE
MW Delete Paragraph 14.02.0, I of the General Conditions in its entirety and insert the following in
IN its place:
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 preconstruction conference. Payment will become due when Owner
approves the application for payment and will be paid by Owner to Contractor
with in 30 days of the day of the month stipulated above at the preconstructi
ion
conference.
SC- 14.02.D.I.c
Amend the sentence of Paragraph 14,02.D.1.c to read:
... entitling Owner to a set-off against the amount recommended, including liquidated
damages; or
a 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 fall 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
Section 00810
SIL) TO THE GENERAL CONDITIONS
Page 11 of 12
i
use of any facilities not specifically identified in the Contract Documents will be in
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
as
arise 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
fully 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 construction 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 17,01,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
Section 40810
SUPPLEMENTARY CO TO THE GEXERAL CONDITIONS
Page 12 of 12
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MONTANA
PREVAILING WAGE RATES FOR HIGHWAY CONSTRUCTION 2010
Brian Schweitzer, Governor
State of Montana
Keith Kelly, Commissioner
Department ofLabor & 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 2O1503
Helena, NlTSA82O'1503
Phone 406-444-5600
TDD408'444'554O
The Labor Standards Bureau welcomes questions, comments and suggestions from the public, In addition, we'll
do our best to provide information |nan accessible format, on request, in compliance with the Americans with
Disabilities Act.
MONTANA PREVAILING WAGE REQUIREMENTS
The Commissioner of the Department of Labor and Industry, Sections 18-2-4O1 and 18-2402ofthe
Montana Code Annotated, 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 18-2-401, et seq., Montana Code
Annotated. It is required that each employer pay, as a minimum, the rate of wages, including fringe benefits, travel
allowance and per them 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 onthe intenna1advwmnw.mtvogehnu,bopa.ownoorby contacting the
Labor Standards Bureau at(4OU)444'58O0orTDO(4O8)444-6B4R.
In addition, this publication provides general information concerning compliance with Montana's Prevailing Wage Law and
payment of prevailing wages. For detailed compliance information relating to public works projects 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.
KEITH KELLY
Commissioner
Department cf Labor and Industry
State of Montana
TABLE OF CONTENTS
MONTANA PREVAILING WAGE REQUIREMENTS:
A. Date uJPublication ............ ........ .......................... ---------------------_—�—� 2
B - Definition of Highway .................................... ........ ..................... .............................. -- 2
C. Definition of Pub Works Projects ...... --.......................... ....... -- ... _.......... ... .......... ...... .......... — 2
D. Prevail Wage Schedule _ ................ ____ .......... --....... ........... ................. ........... --......... 2
E Rates to Use for Projects ......... ........ .............. —............... ...... —......... ............. ----............... 2
F Fringe Benefits ..... —........ --_............. ........ ........... ................... .............. ---_------� 3
G . Apprentices —................. ...... ............ —........ ......... _-----.......... _................ -----' 3
H. Posting Notice ofPrevmi8ogWages .......................................... ........... ............ —.............. ........ --� 3
| Employment Prefer ...... ---_ ............. --................. _-----_--_............. ----� 3
Wage Rates ... ---....... ........ ...... ................ ........... ........ ............ ..................... __.......... 4-8
A. Date m[ Publication — February 12,2010
B. Definition of Highway Construction
The Administrative Rules of Montana (ARM) Public Works Contracts For Construction Services
Subject to Prevailing Rates, states: "Highway construction projects imc/mue. but are not limited to, the construction,
alteration, u/'repair ofrnoub. streets, highways runways, taxiways, alleys, trails, paths, und g areas, bridges
constructed or repaired hwooxiuooiom with highway work, and other similar �rg/�o�//or incidental /o6ui60ng
construction nr heavy construction.
Highway co projects include, but are not limited to, alleys, base courses, bituminous treatments, bridl ��'
concrete pavement, e«�mmdun and cm6mm6r,emth�r road ooxu/roc�oxV.,/emc�g/6�h�va� grade crossi
'
elimination (overpasses or underpasses). g rails on����
���hwaY ��x.6ighwaYbridges (overpasses,
underpasses, grade separation), inedians, parking lots, parkwaYS, resu7jacing streets and highways, ruodheds.romowxgs
z/� ,
ronwuOs.�6v�rx.�/u�/��
��cmmn o � construc ou'x*ormau��zmc�nmz//wrom�co��ocm �
�x�cc/pov��m5��»uomrxe;.
mzbvqv . and trudb.'^
Federal Davis-Bacon wage rates as published in U.S. Department of Labor General Wage Decision No. MT080001
Mmdifiou1looNo.2 have been adopted by the Montana DopartnmcuzofLu6oromd[odootryforozcio8[gh*uy Construction
projects and are included in this publication. These rates apply statewide orum shown in MT080001 Modification No, 2.
C. Definition of Public Works Projects
The Montana Code Annotated (l8-2-401 (ll)(o))defines "public works contract" ux '',aconmaor/ or construction
services let by the state, county, municipaliM school district, orpolitical subdivision orfor nonconstruction services let
6y the state, unomtyxmon/xiyu�4 orpulit6rm/ subdivision br which the total cost of the contract is/mexcess of325,000_
B. Prevailing Wage Schedule
This publication covers only Highway Construction occupations and rates im the spco\fiolocalities mentioned herein,
These ngos will rcn`mim in effect until superseded by a more current publication. Current prevailing wage rm1mo schedules
for Building Construction, Heavy Construction and Nonconstruction Services occupations can be found on the intemet at
wwvv.mtwuQebourbnpa.cmmmnrhy contacting the Labor Standards Bureau a|(406)444-5600ortDD(406)444-5549.
E. Rates to Use for Projects
Rates to be used onupublic works project are those that are in effect at the time the project and bid specifications are
2
F. Fringe Benefits
Section l0-2-4]2of the Montana Code Annotated statoe-
^^(I)7ojUlfiD/heob/bnzdum. u contractor or subcontractor xmay.
(u)pqy the amount *ffrimQe benefits and the basic hourly rate ofnuv that ,s part of/he standard prevailing rate ofwages
directly no the worker or employee /mxosh.
8y make am irrevocable contribution /oo trustee o,a/6irdPurxvm pursuant /vufringT hommY/6/n4 plan, mryrmg'u/mthat
meets the requirements mF the 2Bnp6m'er Retirement Income �ecar/t Act o/2y74orthat isubnnuWdo program approved
6r the L{S. depmrn,em/of'/uhor or
(c) make payments using an combination o methods set fordt in subsections (li(q) and (1)(b) so that the aggregate of
yqymcmts a contributions b not less than the standard prevailing rate oy wages, /nc/mdingfr/ngx benefits and travel
allowances, applicable to the district,for the particular type of work being performed
(2)Jhofiringc6enefir6vn4 plan, or program described in subsection /}/(b) must provide benefits m workers uron§n6u'oox
for health �u� pensions on rorb'*man/ or ueo/6 life insurance, �su6/l� � insurance, �a�z�,evu �mromce. or bona/de ' ' prog
that meet the requirements m/t6e Employee Retirement Income Seouri�y gF
�u/1V7/m'n6atuneappruvedby/6e U /[
department of labor. "
Fringe benefits are paid for at I hours worked (straight time and overtime hours). However, fringe 6eoofitoare not to6e
considered a part of the hourly rate of pay for calculating overtime, unless there is a collectively bargained agreement in
effect that specifies otherwise.
G. Apprentices
Wage rates for apprentices registered in approved federal or state apprenticeship programs are contained in those
programs. However, apprentices not registered in approved federal or state apprenticeship programs wilt be paid the
prevailing wage rate when working oou public works contract.
0f. Posting Notice ofPrevailing Wages
Section 18-2-406, Montana Code Annotated, provides that contractors, subcontractors, and employers who are
'�porf»nm/vgwor orproviding const services underpublic works contracts, as provided in thispart, s6o//Jmoat in
a prominent and accessible site on the projector staging area, not later than thefirst duygfv,mrkunduunrhzuingforohe
entire duration */ the p,ojcct'ole oib/o statement of all wages An6o paid tn the omp6!vocx,''
1. Employment Preference
Sections 18-2-403 and 18-2-409, Montana Code Annotated require contractors to give preference to the employment of
bona fide Montana residents iuthe performance of work uo public works contracts,
MONTANA STATEWIDE PREVAILING
DAVIS-BACON
General Wage Determinations Issued Under
the Davis-Bacon and Related Acts
State: Montana
Construction Types: Highway
Counties: Montana Statewide.
0
"ZONE PAY**
CEMENTS MASONS, [RON 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 1 Over 50 miles - Base Pay + $4,80
ELECTRICIAN
Area 1
Rates
Fringes
CARPENTER
$2013
$4.76 + 18%
Carpenter, Piledriverman
$22.71
$8.85
Millwright
----------------- ---------------------- — ---------------------
$24.78
$8.85
Area 5
Rates
Fringes
CEMENT MASON/CONCRETE FINISHER
----------------------------------------------------------------
$21.37
$8.60
Rates
Fringe
ELECTRICIAN
Area 1
$18.74
$2.93+3,8%
Area 2
$2013
$4.76 + 18%
Area 3
$19.98
$3,44+3.8%
Area 4
$19.84
$3.51 +3.8%
Area 5
$20.54
$3.54+3,8%
Area 6
$18.02
$3.44+3.8%
LINE CONSTRUCTION
Rates Fringes
Equipment Operator $19-16 $5.05
Groundman $15.40 $5.05
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, Ponclera,
Phillips, Richland, Roosevelt, Sheridan, Teton, Toole, Valley, and Wheatland Counties
AREA 4: Bnoadwebmr, Lewis and Clark, and Meagher Counties
AREA 6: Flathead, Lake, Lincoln, Mineral, Missoula, Ravalfi, and Sanders Counties
AREA 6: Gallatin, Park. and Sweet Grass Counties
IRONWORKER
Flathead, Glacier, Leke, Linooln, Mineral, Missoula and Sanders Counties
GROUP 1: Flag person
GROUP 2: All General Labor Work; Burning Bar; Bucket Man" Cerpomha Tender; Caisson VVorke� Cement Mason
Tender; Cement Handler (dry); Chuck Tender; Choker Getter Concrete Worker Curb Machine-Lay D Crusher and
Batch Plant Worker; Fence Erector; Form Setter; Form Stripper; Heater Tender; Landscaper; Pipe Wrapper; pcdTemder;
PowdennaoTender; Rail and Truck Loaders and UmUoaders; Riprapper; Sealants for Concrete and other materials; Sign
Erection, Guard Rail and Jersey Rail; Stake Jumper; Spike Driver, Signaimam� Tail Hooeman; Too[ Checker and
Houseman; Traffic Control Worker.
GROUP 3: Concrete Vibrator; Dompmam(Gnmdomam) Equipment Handier; Bomhaxti|e and Liners; Hkgh-Pnassuma
Nozzlemen; Jackhammer (Pavement Breaker); Laser �quipment; Non-riding Rollers Pipelayer; PostMo|e Digger (power);
Power Driven Wheelbarrow; Rigger; Sandblaster; Sod Cutter-Power� Tampers.
GROUP 4: Ashpalt Raker; Cutting Torch; Grade Setter High-8oalmr Power Saws (Faller &Cnnorete)
($1.00 per hour above Group 4 rate); Rock & Core Drill� Track or Truck Mounted Wagon Drill Welder i�cluding Air Arc.
R
Rates
Fringes
$25.50
81436
Remaining Counties
Rates
Fringes
----------------------'-------------
$23.15
$1371
Rates
Fringes
LABORER
Group
$17.18
$G75
Group
$19�97
$875
Group
$20.17
$835
Group
$21�07
$835
LABORERS CLASSIFICATION
GROUP 1: Flag person
GROUP 2: All General Labor Work; Burning Bar; Bucket Man" Cerpomha Tender; Caisson VVorke� Cement Mason
Tender; Cement Handler (dry); Chuck Tender; Choker Getter Concrete Worker Curb Machine-Lay D Crusher and
Batch Plant Worker; Fence Erector; Form Setter; Form Stripper; Heater Tender; Landscaper; Pipe Wrapper; pcdTemder;
PowdennaoTender; Rail and Truck Loaders and UmUoaders; Riprapper; Sealants for Concrete and other materials; Sign
Erection, Guard Rail and Jersey Rail; Stake Jumper; Spike Driver, Signaimam� Tail Hooeman; Too[ Checker and
Houseman; Traffic Control Worker.
GROUP 3: Concrete Vibrator; Dompmam(Gnmdomam) Equipment Handier; Bomhaxti|e and Liners; Hkgh-Pnassuma
Nozzlemen; Jackhammer (Pavement Breaker); Laser �quipment; Non-riding Rollers Pipelayer; PostMo|e Digger (power);
Power Driven Wheelbarrow; Rigger; Sandblaster; Sod Cutter-Power� Tampers.
GROUP 4: Ashpalt Raker; Cutting Torch; Grade Setter High-8oalmr Power Saws (Faller &Cnnorete)
($1.00 per hour above Group 4 rate); Rock & Core Drill� Track or Truck Mounted Wagon Drill Welder i�cluding Air Arc.
R
Rates Fringes
PAINTER $24O0 $8.00
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, thenno~ plastics and any other pnoductaapp|iedfortn*ffiomaMkingpurposemondfordireoingoodreguie*|ng
Lnaff|c. and cutting Rumble Strips.
GROUP 1: A-Fname Truck Crane; Air Compressor; Auto Fine Grader; Belt Finishing yNauhine�Boring Machine (small);
Cement Silo, Crane; Crusher Conveyor, DW-1 0, 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; r/Shove|to&|ncl3cuyd Bit Brinder� Bitunimoua Paving Travel Plant; Boring
Machine, large; Broom, SeU-Pnope|led; 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 ouydto and incl. 5
ou yd/Grade Setter; Hoiotf7ug0er(All Hydny|ift& Similar); Industrial Locomotive; Motor Patrol (Except Fin|oh); Mountain
Skidder; Oiler, Cranes & Shovels; Pavement Breaker, EMSCO; Power Saw, Self-Propelled; Pugmill; Pumperete/ Grout
Machine; Punch Truck; Rollers (All except Asphalt Finish and Qreakdcmvm); Ross Carrier; Roh»miU under 0 ft; Trenching
Machine; Wash ing/SoneeminQPlant,
GROUP 3: Asphalt Finish Roller; Asphalt Breakdown Roller; Asphalt Paving Machine; ||arger
than Au Batch Plant; Cableway Hk]h|hno; Concrete Curing Machine; Cranes, 24 tons &
under; Cranes, Cretar; Cranes, Electric Overhead Concrete Pump; Curb Machine/Slip Form Paver; Finish Dozer;
KXechanio&Ve|der; Pioneer Dozer; RotomiWGft and over� Scraper, Single Eng\me 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 to44 tons; Crusher Opana�� Finish Motor Patrol, Finish
Scraper,
SPECIAL OPERATORS:
GROUP 5: Cranes, 45 tons hn and including 74tons
GROUP 6: Cranes, 75 tons tm 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.
7
Rates
Fringes
POWER EQUIPMENT OPERATOR
Group
$21-52
$8.00
Group
$23.55
MOO
Group
$24,41
MOO
Group
$25.10
$8.00
Group
$26.44
$8.00
Group
$27�13
$0,00
Group
$29.23
$8.00
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1: A-Fname Truck Crane; Air Compressor; Auto Fine Grader; Belt Finishing yNauhine�Boring Machine (small);
Cement Silo, Crane; Crusher Conveyor, DW-1 0, 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; r/Shove|to&|ncl3cuyd Bit Brinder� Bitunimoua Paving Travel Plant; Boring
Machine, large; Broom, SeU-Pnope|led; 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 ouydto and incl. 5
ou yd/Grade Setter; Hoiotf7ug0er(All Hydny|ift& Similar); Industrial Locomotive; Motor Patrol (Except Fin|oh); Mountain
Skidder; Oiler, Cranes & Shovels; Pavement Breaker, EMSCO; Power Saw, Self-Propelled; Pugmill; Pumperete/ Grout
Machine; Punch Truck; Rollers (All except Asphalt Finish and Qreakdcmvm); Ross Carrier; Roh»miU under 0 ft; Trenching
Machine; Wash ing/SoneeminQPlant,
GROUP 3: Asphalt Finish Roller; Asphalt Breakdown Roller; Asphalt Paving Machine; ||arger
than Au Batch Plant; Cableway Hk]h|hno; Concrete Curing Machine; Cranes, 24 tons &
under; Cranes, Cretar; Cranes, Electric Overhead Concrete Pump; Curb Machine/Slip Form Paver; Finish Dozer;
KXechanio&Ve|der; Pioneer Dozer; RotomiWGft and over� Scraper, Single Eng\me 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 to44 tons; Crusher Opana�� Finish Motor Patrol, Finish
Scraper,
SPECIAL OPERATORS:
GROUP 5: Cranes, 45 tons hn and including 74tons
GROUP 6: Cranes, 75 tons tm 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.
7
TRUCK DRIVER
Group I
Group 2
GROUP 1: Pilot Car
Rates Fringes
$18.54 $7.86
$23.69 $7.86
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, Partsmarl, Cardex and Warehouse Expeditor; Water Trucks,
WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.
.:M I r a] *14&*60
It] Z 11
The work to be performed under this contract involves furnishing all labor, materials,
equipment, supplies and services necessary for the installation of new concrete sidewalks and
pedestrian ramps, removal and replacement of concrete curbing, and the removal and
replacement of existing concrete sidewalks.
All work shall be performed in accordance with applicable sections of the Montana Public
Works Standard Specifications Fifth Edition (MPWSS), published March 2003; and is further
modified herein by the City of Bozeman Modifications to MPWSS, dated March 2004, including
addenda, 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 work generally consists of the installation of a 6-foot wide concrete sidewalk along the
south side of Bogert Park, adjacent to Bogert Place, and the installation of street corner
pedestrian ramps in the area generally bounded by 1 oth Ave, Curtiss Street, qffi Ave, and
Dickerson Street. Estimated quantities for each work location are listed in the Appendix B of
these Specifications. The work under this contract is all within public right-of-way,
The Contractor shall confine his work limits within the public right-of-way or public property.
No separate measurement and payment will be made for additional excavation or fill required
to achieve the specified grade.
mlmm4 a • � �.-. 27 M
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.
4. TIME OF COMMENCEMENT AND COMPLETION DATE
The beginning of the Contract Time shall be stated in a written NOTICE TO PROCEED written
1 SPECIAL PROVISIONS
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 after the number of calendar days stated as Contract
Time, except as the Contract Time may be extended by change order.
6 4 Le 01
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.
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,
2 SPECIAL PROVISIONS
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. Bidders are specifically directed
to review the requirements of the Montana Pubic Works Standard Specifications to have at
Feast one ACI Flatwork Finisher Technician or approved equivalent with each finishing crew,
ii
If, within two years 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 Friday. No
work shall be done outside of these hours unless specifically approved by the City Engineer.
The Contractor shall complete all work on Schedule 2 before beginning any work on Schedule
1, unless specifically approved by the Owner.
12. PRECONSTRUCTION CONFERENCE
After the contract(s) have been awarded, but before the start of construction, a conference will
3 SPECIAL PROVISIONS
be held for the purpose of discussing requirements on such matters as project supervision,
on-site inspections, progress schedules and reports, payrolls, paymentto 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.
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.
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 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. Right-of-way is typically
located one foot from the edge of sidewalk as shown on the standard drawings,
4 SPECIAL PROVISIaIJS
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 approved
by the Owner prior to construction.
B. Traffic Access. Construction work for this project 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 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. 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 11 requirements,
5 SPECIAL PROVISIONS
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.
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 bythe
Engineer.
IRIERMIMAIC] AURM
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.
� � � �J ,
The standard pedestrian ramp installation will be as shown on Standard Drawing 02529-8,
The Contractor will be directed to modify this standard ramp configuration to fit existing
conditions for retrofit ramp installations. This may require a single diagonal ramp or other
6 SPECIAL PROVISIONS
modifications to comply with the requirements of the Americans With Disabilities Act.
21. 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 under
Schedule 1 work shall be repaired by the Owner. Any sprinkler systems which are damaged
under Schedule 2 work 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.
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.
24. INSURANCE
Insurance coverages required under this contract shall extend, at a minimum, to the end of the
contract time,
25. MATERIALS TESTING AND CONTROL
The following materials and control tests may be made by the Engineer to determine the
Contractor's compliance with the specifications:
a. In place density tests of backfill and asphalt pavement
b. Gravel gradation
C. Concrete tests (slump, entrained air, compressive strength)
The above tests shall be made with no cost to the Contractor except as hereinafter provided
for retesting.
SPECIAL PROVISIONS
Should materials fail to meet the tests specified above, the Contractor Shall pay the cost of
retests which exceed 10% of the total tests taken. The actual costs of retests shall be
deducted from the Contractor's progress estimate.
Pedestrian ramps shall be constructed with detectable warning surfaces complying with the
Americans With Disabilities Act. The detectable warning surfaces shall be constructed using
cast iron plates manufactured by Neenah Foundry Company, or ductile iron plates
manufactured by East Jordan Iron Works, or approved equal. All plates shall measure 2 x 4
unless otherwise specified on the plans.
27. CONCRETE REINFORCEMENT
Pedestrian ramps shall be reinforced as specified on Standard Drawing 02529-8. Valley
gutters shall be reinforced as specified on Standard Drawing 02529-1. Concrete sidewalks
shall be reinforced as specified on Standard Drawing 02529-15.
28. EXCEPTIONS AND ADDITIONS TO MONTANA PUBLIC WORKS STANDARD
SPECIFICATIONS.
Section 02529 - Concrete Sidewalks, Driveways, Approaches, Curb Turn Fillets, Valley Gutters
and Miscellaneous New Concrete Construction
2.4 Gravel Base Material: In lieu of the gravel base material specified in 02529 2,4 A.,
the gravel base material may be 1" minus washed rock meeting the following table of
gradations (for Schedule 2 only Schedule I g r avel base material shall be Y,1 minus
crushed gravel):
Table of Gradations - Washed Rock Base Material
Percentage by Weight Passing Square Mesh Sieves
Sieve Size % Passing
133 100
314 90-100
3/8" 10-55
No. 4 0-10
3.2 Foundation Preparation: After placing the washed rock base material, consolidate
and compact it with a vibratory plate tamper or similar means immediately prior to
placing concrete,
3.3 Forms: Use metal forms only unless other materials are approved by the Engineer,
SPECIAL PROVISIONS
3.8 Joints: Unless otherwise shown on the plans, expansion (isolation) joints shall be
placed at 25-foot intervals in concrete sidewalks, Contraction joints shall be provided
between the expansion joints at intervals equal to the width of the sidewalk.
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%
29. REPORTING REQUIREMENTS
Schedule 2 of this project is being funded by HB 645 Recovery Funds which require quarterly
report filings. The Contractor shall be responsible for submitting the information required in
Box I of the report form (Job Data Cumulative HB 645 Funded Hours Worked in the Quarter)
to the Owner no later than 1 week before the end of any quarter.
9 SPECIAL PROVISIONS
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 of this 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.
hLo separate measurement and payment shall be made for traffic control.
Item 101: 6" Concrete sidewalk, in place.
This item is measured and paid for by the square feet of concrete sidewalk in place at the
contract unit price bid for 16- concrete sidewalk, in place Price and payment is full
compensation for all materials, removal and disposal of all sod or other deleterious materials
as required, compaction of the subgrade, preparation of the gravel base, curing of concrete, all
pre-molded mastic material for expansion joints, all equipment, tools, labor, and for the
performance of all work and incidentals necessary to complete the item, and for the installation
of topsoil backfill of the sidewalk and seeding of all disturbed areas.
Item 102: Gravel approach,
This item shall be measured and paid for on a lump sum basis for constructing the gravel
approach apron as designated on the plans, said price and payment shall constitute full
compensation for furnishing all materials, tools, equipment, labor, loading, hauling, disposal,
and incidentals necessary to excavate to subgrade and removal all sod or other deleterious
materials, for compaction of the subgrade, and for installation and compaction of the crushed
gravel.
Item 103: Backstop removal and disposal.
This item shall be measured per each backstop removed and disposed at the unit price bid for
x'Backstop removal and disposal-, which price and payment shall constitutefull compensation
for removing and properly disposing of existing chain-link baseball backstops, including any
post foundations, and restoring all disturbed areas with topsoil and seed.
1 MEASUREMENT AND PAYMENT
Item 201: Concrete removal and disposal.
This item shall be measured and paid for by the square foot (SF) at the unit price bid for
"concrete removal and disposal", which price and payment shall constitute full compensation
for furnishing all materials, tools, equipment, labor, loading, hauling, disposal, and incidentals
necessary to sawcut and remove and dispose of existing PCC or asphaltic concrete pavement
or sidewalks, straight curbing, or integral curb and gutter.
Item 202 Combined concrete curb and gutter,
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 % concrete curb and gutter. Price and payment is full
compensation for all materials, preparation 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 the restoration of any asphalt pavement damaged
during construction.
Item 203: 6" Concrete sidewalk, in place.
Measurement and payment for this item shall be as per MPWSS, Section 02529 4.4, square
foot method.
Item 204: 4" Concrete sidewalk in place
Measurement and payment for this item shall be as per MPWSS, Section 02529 4.4, square
foot method.
Item 205: Detectable warning
This item is measured and paid for by the square foot at the contract unit price bid for
% warning' Price and payment is full compensation for furnishing and installing
detectable warning panels in accordance with manufacturer's recommendations.
2 MEASUREMENT AND PAYMENT
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. AWAY ONLY
BE USED IF A PARALLEL
SIDEWALK EXISTS ON THE OTHER
SIDE OF THE ROADWAY.
SIDEWALK
CLOSED
24 "X18"
89--11
AHEAD
CROSS HERE
30 "X24"
SIGN
N • � a
TRAFFIC DRUMS OR CONE
CI"IY OF BOZEMAN
SCALE; PEDESTRIAN TRAFFIC
NONE CONTROL FOR TEMPORARY
SIDEWALK CLOSURE
• i i
J
5
5 2%°
f1
TEMPORARY ACCESS
RAMP ADEQUATELY
SUPPORTED
FENCING
MUST MAINTAIN 4' CLEAR AREA
BETWEEN FENCING,
WALKWAY MUST BE SMOOTH
AND KEPT CLEAR OF
OBSTRUCTIONS
APPROPRIATE TRAFFIC
CONTROL PLAN MUST BE
USED FOR LANE CLOSURES
JF
CITY OF BOZEMAN
STANDARD DRAWING
FENCING AS SHOWN MAY USED
FOR SHORT TERM (LESS THAN
30 DAY'S) INSTALLATION. MORE
PERMANENT STRUCTURES WILL BE
REQUIRED FOR 'LONGER TERM.
A COVERWALK MAY BE REQUIRED
FOR OVERHEAD OPERATIONS (IF
HEIGHT MINUS 10' EXCEEDS
DISTANCE FROM WALK WAY TO
WORK AREA)
SCALE: SIDEWALK CLOSURE NO. 01570 -5
NONE WITH FEB 2007
DETOUR
CRUSHED GRAVEL
BASE — 3" MIN,
SUB—BASE COURSE
AS REQUIRED
5.4" (0,45)
COMPACTED SUBGRADE
0.5* 1.5* 3/4-
— 3/4" PER v SLOPE -3 4!" PER I' SLOPE
_9.5
DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS
PER f sl_OpE
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 INTEGRAL CONCRETE NO. 02528-1
STANDARD DRAWING CURB & GUTTER Revised
Mar. 2006
SCALE: I" =5'
C I V
6" THICK —
CONCRETE SURFACE
E CONSTRUCTED WITH
REINFORCE CONCRETE IN RAMPS WITH
FIRERMESH'AT A RATE IF 1 1/2 lb3,/CY,
OR WITH $x6x1O GAUGE WIRE MESH
- • . . . ff . 0
BE
I R = 15'
T
EXPANSION F " (Typ.)
A
A
A
1;ZV MAA.
4
TRANSMON TO NORMAL SIDEWALK
EUEVAnON. DISTANCE vmm
SIDE)
5' SIDEWALK
VARIES LANDING
NO UP ' r
J
I — _11 I - L
6" CONCRETE -J
RAMP 3 G�VEL BASE (
SECTION A—A
No SC"X
CONSTRUCTION NOTES.
4
A 4f
A,
WALK (TYP.)
0 5 1/2' BLVD, (TYP,)
a. I
STORM DRAIN INLET
(TYPICAL LOCATION)
12
TOP OF CUR
"- -BACK
v A
5.5. No Lip
FLOW LINE
SECTION B—B
NO SCALE
OF
T
5.5'
CURB
4
PT
A4 A
B
NO 5
ACR
4R
A
�2% MAX.
'5 X 5
ID'
S _W
d LANPING
SCALE: I" =5'
C I V
6" THICK —
CONCRETE SURFACE
E CONSTRUCTED WITH
REINFORCE CONCRETE IN RAMPS WITH
FIRERMESH'AT A RATE IF 1 1/2 lb3,/CY,
OR WITH $x6x1O GAUGE WIRE MESH
- • . . . ff . 0
BE
I R = 15'
T
EXPANSION F " (Typ.)
A
A
A
1;ZV MAA.
4
TRANSMON TO NORMAL SIDEWALK
EUEVAnON. DISTANCE vmm
SIDE)
5' SIDEWALK
VARIES LANDING
NO UP ' r
J
I — _11 I - L
6" CONCRETE -J
RAMP 3 G�VEL BASE (
SECTION A—A
No SC"X
CONSTRUCTION NOTES.
4
A 4f
A,
WALK (TYP.)
0 5 1/2' BLVD, (TYP,)
a. I
STORM DRAIN INLET
(TYPICAL LOCATION)
12
TOP OF CUR
5'-0"
12"
5.5. No Lip
FLOW LINE
SECTION B—B
NO SCALE
T
5.5'
1. Standard applies to new construction, With max. curb R=15', and min, 5.5' boulevards.
2. Romp and curb can be poured monolithically,
3. Storm drain inlets shall be constructed "upstream* of romps, Alternative locations permitted only upon City Eng'neeeu approval,
4. Ramp width shall be 5' minimum.
6. Sidewalk cross-slopes shall not exceed 2%.
BOULEVARD SIDEWALK NO. 02529-8
CITY OF BOZEMAN SCALE: PERPENDICULAR
STANDARD DRAWING AS SHOWN PEDESTRIAN RAMP NOV. 1995
(15' MAX. RADIUS/5.5' MIN, BOULEVARD) Revised April 2006
USE BLENDED TRANSITION RAMP WHERE
LIMITATIONS DUE TO BOULEVARD WIDTH,
RIGHT-OF-WAY, CURB RADIUS, OR INTERSECTION
ANGLE PREVENT THE USE OF STANDARD RAMPS PFR
C.O.B STANDARD DRAWING 02529-8
DETECTABLE WARNING TO BE A MINIMUM C
WIDE, CENTERED ON THE CROSSWALK (S),
XXX Drop Curb
M Curb Transition
,TCH
Landing It=
No Lip 5' Min Varies Sidewalk
154 MAX I
3" Gravel Base (Typ,)
4" Concrete
6" Concrete Reinforced with 1.5 Ilan. Fiberrarsh /cy or 6x6xl 0 Gouge Wire Mesh
SECT[ON A-A
Not to Scale
CITY OF BOZEMAN SCALE: BLENDED TRANSITION NO. 02529-8A
STANDARD DRAWING NOT TO SCALE PEDESTRIAN RAMP APRIL 2006
In &
T le
5`
i__ —
6'(MIN)
SIDEWALK
I�
PROPERTY LINE
LIMff OF PUBJCI.Y
MAINTAINED 'SIDEWALK
I
CURB do
GUTTER
5'
I
I 5 ' °� NOTE: PUBLICLY- MANTAINED
SIDEWALKS TO BE 6" THICK
M -4000 CONCRETE. REINFORCED
FUTURE SIDEWALK i WITH 1.5 LBS FIBERMESH PER C:Y,
CITY OF BOZEMAN SCALE: PUBLICLY- MAINTAINED SIDEWALK NO. 02529 -15
STANDARD DRAWING 51 CONSTRUCTION STANDARD MARCH 2005
FUTURE SIDEWALK "
Standard Drawings
■
Montana Reinvestment Act Report Form
Estimated Quantities by Work Location
Plan Sheets 1 - 2
Department of Commerce
HOUSE BILL 645 Montana Reinvestment Act
MONTANA DEPARTMENT OF COMMERCE
Local Government Grants
RECOVERY FUNDS CUMULATIVE QUARTERLY REPORT FORM
Cumulative HB 645 Recovery Funds Reports are due no later than the first Friday of each
quarter during the term of the contract agreement. The Grantee must report at a minimum, for
itself and all contractors, subcontractors, and sub-recipients, cumulatively since the start of the
Project
REPORT ON THE
Report Date
Reporting Period:
FOLLOWING:
A. Project Name
B. Contract Number
MT_
C. County, City and Zip
Code
D. Current Status of the
Project
(Not Scheduled, Scheduled,
Active, Finished or Cancelled)
E. Name and Physical
Contractor Name
City, State
Location of all primary
contractors,
subcontractors, and
sub-recipients engaged
in any of the activities
described in Section 6
SCOPE OF WORK of
this CONTRACT
F. Quantity (cumulative
total of recipients
served)
G. Unit of Measure (type of
recipient served) -
Number of People or Households Served
H. Expenditure Total (the
cumulative dollar
amount of expenditures
charged to this stimulus
contract to date)
L . . ....
age Ul .3
Montana Department of Commerce QUARTERLY REPORTING FORM
(Revised 1/2010)
I. Job Data Cumulative
HB 645 Funded Hours
Worked in the Quarter
J. Project Start Date or
Estimated Date
K. Project Completion Date
or Estimated Date
L. The Supplies Delivered
and the Services
Performed to Date
M. Digital Photographs
Project Start - Digital Photograph Attached (.jpg format)
RProject
Mid-Stage - Digital Photograph Attached (.jpg format)
N. Any Additional
Comments
To the best of my knowledge and belief, the information provided on this form is true and
correct,
Name:
(Printed or Typed)
Signature:
Title:
Date:
Phone:
Email Address:
See Appendix A for Terms and Definitions
o
I Eft 0 1 1
Page 2 of 3
Montana Department of Commerce
QUARTERLY REPORTING FORM
(Revised 1 /20 10)
Annimnrfiv A - Tzio-rr ft-A
Data Element
Definition/Comment:
Project Name
Example: "R
County t Town
Enter the county name where prqject is located.
Cit
y
If the location can be narrowed down to a city or incorporated town please do so,
Zip Code -
E th zip code on this line
Primary Contractor
Business Name
Enter the primary contractor business name.
Project Status (N, S,
Enter N for Not Scheduled, S for Scheduled, A for Active, IF for Finished or C for
A, F, or C
Cancelled.
Primary Contractor
Location
Ente the physical location (city) of each primary contractor.
QuaqLty
Enter the cumulative total of individuals/businesses served based on actual data.
Enter the unit of measure: Such as Recipients/Clients, Service Providers, Students,
School Facilities, Homes/Buildings, Businesses Served. For example if the project is
weatherization and an agency weatherized 50 different homes in Lewis and Clark
county the agency would enter 50 in the "Quantity" and "homes/businesses" in the
Unit of Measure
unit of measure.
Enter the cumulative amount of all expenditures for each project as of the period
Expenditure Total
end date. Do not include encumbrances,
_ Period
Provide the quai4 of the re orti eriod. Exam le. Ma 2010
Job Data -
Cumulative HB 645 Funded Hours Worked
Completion Date (or
Estimated Date )
Enter the estimated comr)letion date for each project.
Any comments that would be important to include in the quarterly report for the
Comment
project
Page 3 of 3
Montana Department of Commerce QUARTERLY REPORTING FORM
(Revised 1/2010)
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