HomeMy WebLinkAboutBID - 6055 HARMONY ZIEGLER 30382V
ADDENDUM No. 2
SPECIFICATIONS AND CONTRACT DOCUMENTS
Description of Bid: 6055 Harmony and Ziegler Road Improvements Front Range Village
Development
OPENING DATE: 3:00 P.M. (Our Clock) June 12, 2007
To all prospective bidders under the specifications and contract documents described above,
the following changes are hereby made.
I. The Asphalt Design will not be available before the Bid Opening on June 12,
2007. The City will adjust the asphalt quantities to reflect the final pavement design
after the Bid is awarded. The asphalt mix designs listed on the attached Bid Tab will
remain unchanged in the Final Pavement Design, only the thickness/tonnage will be
adjusted. The unit prices of the awarded contract will not be adjusted for the
changes in asphalt thickness/tonnage.
11. Asphalt prices will be adjusted for 2008 prices in January of 2008. The City of
Fort Collins - Purchasing Department will require a statement that indicates the
change of oil price as justification for the unit price changes. The adjustment will be
made as a percentage increase applied to all Asphalt Line Items. The oil price
information will only be disclosed to the purchasing department and will be
confidential.
III. Mix Design Change: The mix design on Item 403-04 - Asphalt Leveling Course'/
Grading S - 100 — (PG 64-28) is changed to Asphalt Leveling Course % Grading
S-100 — (PG 64-22).
IV. Mix Design Change: The mix design on Item 403-05 - Asphalt Hand Patching —
Grading S — 100 — (3") — (PG 64-28) is changed to Asphalt Hand Patching —
Grading S — 100 — (3") — (PG 64-22).
V. Mulching will be measured and paid by the Square Foot (SF)
VI. Traffic Control Inspections will be required once daily anytime traffic control
devices are setup on the jobsite, whether work is occurring or shut down for
the winter. Furthermore, a full time Traffic Control Supervisor (TCS) will be required
anytime construction activities are occurring, including all winter work. As stated in
the contract and pre -bid, the City will not allow long term closures on the project
when no work is occurring (some devices may still be necessary to protect drop-offs
and holes).
VII. Traffic Control Specialty Signs need to use 4" Lettering.
Vill. Bid Tab clarifications: Addendum #2 includes a revised Bid Tab that reflects the
Bid Item changes.
Please contact John D. Stephen, CPPO, CPPB, Senior Buyer at (970) 221-6777 with any
questions regarding this addendum.
RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT
ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN
RECEIVED.
215 North Mason Street • 2n" Floor • P.O. Box 580 • Fort Collins, CO 80522-0580 • (970) 221-6775 • Fax (970) 221-6707 wwa Scaoc.rom
6055 Harmony and Ziegler Road Improvements
Front Range Village Development
Addendum #1 Revised Bid Schedule
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program
Dated: 511512007
hem 8
hem Description -
quantity
Unit
Unit Cost
Total Cost
2000-13
Harrison Yellow Shrub Rose - 5 Gal.
28
EA
2000-14
Sin le Pink Shrub Rose - 5 Gal.
23
EA
2000-15
Native Pink Rose - 5 Gal.
35
EA
2000.16
Dwarf Korean Lilac - 5 Gal.
47
EA
2000-17
Bar harbour Juniper - 5 Gal.
56
EA
2000-18
No has Juni er-5 Gal.
142
EA
2000.19
Ices Blue Juniper
71
EA
2000-20
Dwarf Yellow Day Lily - i Gal.
20
EA
2000-21
Feather Read Grass -1 Gal.
124
EA
2000-22
Varie sled Feather Reed Grass -1 Gal.
66
EA
2000-21
Dwarf Fountain Grass -1 Gal.
114
EA
2000-22
M.,I,hi.n
39190
FA
SUBTOTAL:
Contract Bond
1
LS
625,01
Construction Surveying
1
LS
626-01
Mobilization
1
LS
630-01
Spedalty Signs 3" letters on 48"x48"
27
EA
630-02
Variable Message Boards
20
EA per Da
630-03
Type III Barricades
8
Section
630-04
Traffic Control
1
LS
SUBTOTAL:
TOTAL PROJECT:
$Dollars
TOTAL WRITTEN IN WORDS
COMPANY NAME
SIGNATURE TITLE
PRINTED NAME
DATE
structures at or contiguous to the site that have been utilized
by ENGINEER in preparing the Contract Documents.
8.5. n A'qn! R's b'1't"s i t of w:e .a resr:�r -espw , �,.. Rig
5.1&
8.6. OWNER is obligated to execute Change Orders as
indicated in paragraph 10.4.
8.7. OWNER's responsibility in respect of certain
inspections, tests and approvals is set forth in
paragraph 13.4.
8.8. In connection with Ol NER's right to stop Work or
suspend Work, see paragraphs 13.10 and 15.1.
Paragraph 15.2 deals with OWNER's right to terminate
services of CONTRACTOR under certain circumstances.
8.9. The OWNER shall not supervise, direct or have
control or authority over, nor be responsible for,
CONTRACTOR's means, methods, techniques, sequences
or procedures of construction or the safety precautions and
programs incident thereto, or for any failure of
CONTRACTOR to comply with Laws and Regulations
applicable to the furnishing or performance of the Work.
OWNER will not be responsible for CONTRACTOR's
failure to perform or furnish the Work in accordance with
the Contract Documents.
�1n.�^'T"nR'^ iespmtsihilit} in respect undisclosed
Asbestos, Asbestos, PCB&- PetraletarL Hazardous Waste
a�ca�Nla--aliG�i-ictiV[cR�6RiICsite is
set forth in paragraph 4.5.
9.11. if and to the extent OWRRR-hft���
CONTRACTOR sonable evidence that futancial
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ARTICLE 9--ENGINEER'S STATUS DURING
CONSTRUCTION
OWNER's Representative:
9.L ENGINEER will be OWNER's representative
during the construction period. The duties and
responsibilities and the limitations of authority of
ENGINEER as OWNER's representative during
construction are set forth in the Contract Documents and
shall not be extended without written consent of OWNER
and ENGINEER.
Ksits to Site:
9.2. ENGINEER will make visits to the site at intervals
appropriate to the various stages of construction as
ENGINEER deems necessary in order to observe as an
experienced and qualified design professional the progress
EJCDC GENERAL CONDITIONS 1910-5 (1990 Editim)
w,' CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000)
that has been made and the quality of the various aspects
of CONTRACTOR's executed Work. Based on
information obtained during such visits and observations,
ENGINEER will endeavor for the benefit of OWNER to
determine, in general, if the Work is proceeding in
accordance with the Contract Documents. ENGINEER
will not be required to make exhaustive or continuous on -
site inspections to check the quality or quantity of the
Work. ENGINEER's efforts will be directed toward
providing for OWNER a greater degree of confidence that
the completed Work will conform generally to the
Contract Documents. On the basis of such visits and on -
site observations, ENGINEER will keep OWNER
informed of the progress of the Work and will endeavor to
guard OWNER against defective Work. ENGINEER's
visits and on -site observations are subject to all the
limitations on ENGINEER's authority and responsibility
set forth in paragraph 9.13, and particularly, but without
limitation, during or as a result of ENGINEERS on -site
visits or observations of CONTRACTOR's Work
ENGINEER will not supervise, direct, control or have
authority over or be responsible for CONTRACTOR'S
means, methods, techniques, sequences or procedures of
construction, or the safety precautions and programs
incident thereto, or for any failure of CONTRACTOR to
comply with Laws and Regulations applicable to the
furrmslung or performance of the Work.
Project Representative:
9.3. If OWNER and ENGINEER agree, ENGINEER
will furnish a Resident Project Representative to assist
ENGINEER in providing more continuous observation of
the Work. The responsibilities and authority and
limitations thereon of any such Resident Project
Representative and assistants will be as provided in
paragraphs 9.3 and 9.13 ma&-m 'ha-g pplo.n..,o.�_tary
Conditiens of these General Conditions. If OWNER
designates another representative or agent to represent
OWNER at the site who is not ENGINEER's Consultant,
agent or employee, the responsibilities and authority and
limitations thereon of such other person will be as
provided in varaamph 9:3
9.3.1. The Representative's dealings in matters
pertaining to the on -site work wilt, in general, be with
the ENGINEER and CONTRACTOR But, he
Representative will keen the OWNER nronerh
advised about such matters The Representativ_e's
dealings with subcontractors will only be through or
with the full knowledge and approval -of—the
MNTRdCTOR.
9.3.2. Duties and Responsibilities. Representative
will:
93.2.1. Schedules _ _- Review the progress
19
schedule and other schedules prepared by the
CONTRACTOR and consult with the
ENGINEER concerturi acceptabil
9.3.2.2Conferences and Meeting - Attend
meeting —with —the CONTRACTOR such as
preconstruction conferences, progress meetings
and other —job -conferences and prepare, and
circulate copies of minutes of meetings.
9.3.2.3. Liaison
93.2.11 Serve as ENGINEER'S liaison
with CONTRACTOR working principally
through CONTRACTOR'S supenntendent to
assist the CONTRACTOR in understanding
the Contract Documents,
9.3.2.3.2. Assist in obtaining from OWNER
additional details or information, when
required for proper execution of the Work.
9.3.2.3.3. Advise the ENGINEER and
CONTRACI-Okaf the commencement of
any Work rec�uuing a Shon Drawing or
sample submission if the submission has not
been ap rp oyed by the ENGINEER.
9.3,2.4.Review of Work, Rejection of Defective
Work, Inspections and Tests -
9.3.2.4.1. Conduct on -site observations of
the Work in progress to assist the ENGINEER
in determining that the Work is proceeding in
accordance with the Contract Documents.
9.3.2.43 Accompany visiting inspectors
representing public or other agencies having
iunsdiction over the Proiect, record the results
of these inspections and report to the
ENGINEER.
9.3.2 5. Interpretation-- of Contract
Documents._ Report to_ ENGIN-EER when
clarifications and interpretations of the Contract
Documents are needed and transmit to
CONTRACTOR clarification and interpretation
of the Contract Documents as issued by the
ENGINEER.
9.3 2.6, Modifications. Consider and
evaluate CONTRACTOR'S _Suv estions for
20 EJCDC GENERAL CONDITIONS 1910-8(1990EdURI)
as' CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000)
modification in Drawings or Specifications and
report these recommendations to ENGINEER.
Accurately transmit _ to CONTRACTOR
decisions issued by the ENGINEER.
9.3.2.7. Records.
addresses and telephone numbers of all
CONTRACTORS subcontractors and
major suppliers of equipment and materials.
9.3.2.8. Reports.
9.3.2.8.1. Furnish ENGINEER periodic
ruts, as required, of the p ogress of the
Work and of the CONTRACTOR'S
compliance with the progress schedule and
schedule of shop Drawing and sample
submittals.
9.3.2.8.2. Consult with ENGINEER in
advance of scheduling major tests,
inspections or start of important phases of the
Work.
9.32.8.3. Drad proposed Change Orders
and Work Directive Changes, obtaining
backup material from the CONTRACTOR
and recommend to ENGINEER Chaff
Orders, Work Directive Changes and field
orders.
9.3.2.8.4. Report immediately to
ENGINEER and OWNER the occurrence of
9.3.2.9-. Payment Requests Review applications
for payment with CONTRACTOR for compliance
with the established procedure for their
submission and forward with- recommendation to
ENGINEER, noting particularly the relationship of
the payment requested to the schedule of values,
work completed and materials and egut�pment
delivered at the site but not incorporated in the
Work,
2.3.2.10. Completion.
9.3.2.10.1. Before ENGINEER issues a
Certificate of Substantial Completion, submit
to CONTRACTOR a list of observed items
requiring correction or completion,
9.3.2.10,2. Conduct final inspection in the
company of the ENGINEER, OWNER and
CONTRACTOR and prepare a final list of
items to be corrected or completed.
9.3.2.10.3. Observe that all items on the
final list have been corrected or completed and
make recommendations to ENGINEER
concerning acceptance.
93.3. Limitation of Authority: The Representative shall
not:
9.3.3.1. Authorize any deviations from the
Contract Documents or accept any substitute
materials or equipment unless authorized by the
ENGINEER.
9.3.3.2. Exceed limitations of ENGINEER'S
authority as set forth in the Contract Documents.
9.3.3.3. Undertake any of the responsibilities
of the CONTRACTOR, Subcontractors, or
CONTRACTOR'S superintendent.
9.3.3.4. Advise on, or issue directions relative
to, or assume control over any aspect of the
means, methods, techniques, sequences or
procedures for construction unless such is
specifically called for in the Contract Documents.
9.33.5. Advise on or issue directions
regarding or assume control over safetu
precautions and programs in connections with the
Work
9.3.3.6, Accept Shop Drawings or sample
submittals from anyone other than the
CONTRACTOR.
9.3.3.7. Authorize (A N R to occupy the
Work in whole or in part.
9.3.38 Participate in specialized field or
laboratory tests or inspections conducted by others
except as specifically authorized by the
ENGINEER.
Clanfieations and Interpretations:
9.4. ENGINEER will issue with reasonable promptness
such written clarifications or interpretations of the
EJCDC GENERAL CONDTTI ONS 191 M (1990 Edi[im)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000)
requirements of the Contract Documents (in the form of
Drawings or otherwise) as ENGINEER may determine
necessary, which shall be consistent with the intent of and
reasonably inferable from the Contract Documents. Such
written clarifications and interpretations will be binding on
OWNER and CONTRACTOR. If OWNER or
CONTRACTOR believes that a written clarification or
interpretation justifies an adjustment in the Contract Price
or the Contract Times and the parties are unable to agree
to the amount or extent thereof, if any, OWNER or
CONTRACTOR may make a written claim therefor as
provided in Article I or Article 11
Authorized Variations in Work:
95. ENGINEER may authorize minor variations in
the Work from the requirements of the Contract
Documents which do not involve an adjustment in the
Contract Price or the Contract Times and are compatible
with the design concept of the completed Project as a
functioning whole as indicated by the Contract
Documents. These may be accomplished by a Field Order
and will be binding on OWNER and also on
CONTRACTOR who shall perform the Work involved
promptly. If OWNER or CONTRACTOR believes that a
Field Orderjustiftes an adjustment in the Contract Price or
the Contract Times and the parties are unable to agree as
to the amount or extent thereof, OWNER or
CONTRACTOR may make a written claim therefor as
provided in Article I I or 12.
Rejecting Defective Work:
9.6. ENGINEER will have authority to disapprove or
reject Work which ENGINEER believes to be defective,
or that ENGINEER believes will not produce a completed
Project that conforms to the Contract Documents or that
will prejudice the integrity of the design concept of the
completed Project as a functioning whole as indicated by
the Contract Documents. ENGINEER will also have
authority to require special inspection or testing of the
Work as provided in paragraph 13.9, whether or not the
Work is fabricated, installed or completed.
Shop Drawings, Change Orders and Payments
9.7. In connection with ENGINEERS authority as to
Shop Drawings and Samples, see paragraphs 6.24 through
6.28 inclusive.
9.8. In connection with ENGINEER's authority as to
Change Orders, see Articles 10, 11, and 12.
9.9. In connection with ENGINBER's authority as to
Applications for Payment, see Article 14.
Determinations for Unit Prices
9.1 fj_ ENGINEER will determine the actual quantities
and classifications of Unit Price Work performed by
CONTRACTOR. ENGINEER will review with
CONTRACTOR the ENGINEER's preliminary
determinations on such matters before rendering a written
decision thereon (by recommendation of an Application
2l
for Payment or otherwise). ENGINEER's written decision
thereon will be final and binding upon OWNER and
CONTRACTOR, unless, within ten days after the date of
any such decision, either OWNER or CONTRACTOR
delivers to the other and to ENGINEER written notice of
intention to appeal from ENGINEER's decision and: (i) an
appeal from ENGINEER's decision is taken within the time
limits and in accordance with the procedures set forth in
Exhibit GC -A, "Dispute Resolution Agreement", entered
into between OWNER and CONTRACTOR pursuant to
Article 16, or (it) if no such Dispute Resolution Agreement
has been entered into, a formal proceeding is instituted by
the appealing party in a forum of competent jurisdiction to
exercise such rights or remedies as the appealing party may
have with respect to ENGINEER's decision unless
otherwise agreed in writing by OWNER and
CONTRACTOR. Such appeal will not be subject to the
procedures of paragraph 9.11.
Decisions on Disputes:
9.11. ENGINEER will be the initial interpreter of the
requirements of the Contract Documents and judge of the
acceptability of the Work thereunder. Claims, disputes and
other matters relating to the acceptability of the Work or
the interpretation of the requirements of the Contract
Documents pertaining to the performance and furnishing of
the Work and claims under Articles 1 l and 12 in respect of
changes in the Contract Price or Contract Times will be
referred initially to ENGINEER in writing with a request
for a formal decision in accordance with this paragraph.
Written notice of each such claim, dispute or other matter
will be delivered by the claimant to ENGINEER and the
other party to the Agreement promptly (but in no event
later than thirty days) after the start of the occurrence or
event giving rise thereto, and written supporting data will
be submitted to ENGINEER and the other party within
sixty days after the start of such occurrence or event unless
ENGINEER allows an additional period of time for the
submission of additional or more accurate data in support
of such claim, dispute or other matter. The opposing party
shall submit any response to ENGINEER and the claimant
within thirty days after receipt of the claimant's last
submittal (unless ENGINEER allows additional time).
ENGINEER will render a formal decision in writing within
thirty days alter receipt of the opposing party's submittal, if
any, in accordance with this paragraph ENGINEER's
written decision on such claim, dispute or other matter will
be final and binding upon OWNER and CONTRACTOR
unless: (i) an appeal from ENGINEER's decision is taken
within the time limits and in accordance with the
procedures set forth in EXHIBIT GC -A, "Dispute
Resolution Agreement". entered into between OWNER and
CONTRACTOR pursuant to Article 16, or (it) if no such
Dispute Resolution Agreement has been entered into, a
written notice of intention to appeal from ENGINEER's
written decision is delivered by OWNER or
CONTRACTOR to the other and io E1"GINEER within
thirty days after the date of such decision and a formal
proceeding is instituted by the appealing party in a forum of
competent jurisdiction to exercise such rights or remedies
as the appealing party may have with respect to such claim,
dispute or other matter in accordance with applicable Laws
and Regulations within sixty days of the date of such
EICDC GENERAL. CONDITI ONS 1910$ (1990 Edition 1
22 w.�CITY OF FORT COLLINS MODIF,CATIONS(REV 4/>000)
decision, unless otherwise agreed in writing by MNER
and CONTRACTOR.
9.12, When functioning as interpreter and judge under
paragraphs9.10 and 9.11, ENGINEER will not show
partiality to OWNER or CONTRACTOR and will not be
liable to connection with any interpretation or decision
rendered in good faith in such capacity. The rendering of
a decision by ENGINEER pursuant to paragraphs 9.10 or
9.I1 with respect to any such claim, dispute or other
matter (except any which have been waived by the making
or acceptance of final payment as provided in
paragraph 14.15) will be a condition precedent to any
exercise by OWNER or CONTRACTOR of such rights or
remedies as either may otherwise have under the Contract
Documents or by Laws. or Regulations in respect of any
such claim, dispute or other matterptursuent4e-t6.4lsle-},i.
%13. Limitations on ENGINF_ER's Authotity and
Responsibilities:
9.13.1. Neither ENGINEER's authority or
responsibility under this Article 9 or under any other
provision of the Contract Documents nor any decision
made by ENGINEER in good faith either to exercise
or not exercise such authority or responsibility or the
undertaking, exercise or performance of any authority
or responsibility by ENGINEER shall create, impose
or give rise to any duty owed by ENGINEER to
CONTRACTOR, any Subcontractor, any Supplier,
any other person or organization, or to any surety for
or employee or agent of any of them.
9.13.2. ENGINEER will not supervise, direct,
control or have authority over or be responsible for
CONTRACTOR's means, methods, techniques,
sequences or procedures of construction or the safety
precautions and programs incident thereto, or for any
failure of CONTRACTOR to comply with Laws and
Regulations applicable to the furnishing or
performance of the Work. ENGINEER will not be
responsible for CONTRACTOR's failure to perform
or furnish the Work in accordance with the Contract
Documents
9.133. ENGINEER will not be responsible for the
acts or omissions of CONTRACTOR or of any
Subcontractor, any Supplier, or of any other person or
organization performing or furnishing any of the
Work.
9.13.4. ENGINEER's review of the final Application
for Payment and accompanying documentation and
all maintenance and operating instructions, schedules,
guarantees, Bonds and certificates of inspection, tests
and approvals and other documentation required to be
delivered by paragraph 14.12 will only be to
determine generally that their content complies with
the requirements of, and in the case of certificates of
inspections, tests and approvals that the results
certified indicate compliance with, the Contract
Documents.
9.13.5. The limitations upon authority and
responsibility set forth in this paragraph 9.13 shall also
apply to ENGINEER's Consultants, Resident Project
Representative and assistants.
ARTICLE 10—CHANGES IN THE WORK
10.1. Without invalidating the Agreement and without
notice to any surety, OWNER may, at any time or from
time to time, order additions, deletions or revisions in the
Work. Such additions, deletions or revisions will be
authorized by a Written Amendment, a Change Order, or a
Work Change Directive. Upon receipt of any such
document, CONTRACTOR shall promptly proceed with
the Work involved which will be performed under the
applicable conditions of the Contract Documents (except as
otherwise specifically provided).
10.2. If OWNER and CONTRACTOR are unable to
agree as to the extent, if any, of an adjustment in the
Contract Price or an adjustment of the Contract Times that
should be allowed as a result of a Work Change Directive,
a claim may be made therefor as provided in Article 1 I or
Article 12.
10.3. CONTRACTOR shall not be entitled to an increase
in the Contract Price or an extension of the Contract Times
with respect to any Work performed that is not required by
the Contract Documents as amended, modified and
supplemented as provided in paragraphs 3.5 and 3.6, except
in the case of an emergency as provided in paragraph 6.23
or in the case of uncovering Work as provided in
paragraph 13.9.
10.4. OWNER and CONTRACTOR shall execute
appropriate Change Orders recommended by ENGINEER
(or Written Amendments) covering:
10.4.1. changes in the Work which are (i) ordered
by OWNER pursuant to paragraph IQI, (it) required
because of acceptance of defective Work under
paragraph 13.13 or correcting defective Work under
paragraph 13.14, or (in) agreed to by the parties,
10A.2. changes in the Contract Price or Contract
Times which are agreed to by the parties, and
10.4.3. changes in the Contract Price or Contract
Times which embodv the substance of any written
decision rendered by ENGINEER pursuant to
paragraph 9.111
provided that, in lieu of executing any such Change Order,
an appeal may be taken from any such decision in
accordance with the provisions of the Contract Documents
and applicable Laws and Regulations, but during any such
appeal, CONTRACTOR shall carry on the Work and
adhere to the progress schedule as provided in
paragraph 6.29
10.5. If notice of any change affecting the general scope
of the Work or the provisions of the Contract Documents
FJCDC GENERAL CONDITIONS 1910-8 (1990 E(fition)
w/ CITY OD FORT COLLINS MODIFICATIONS (REV V2000)
(including, but not limited to, Contract Price or Contract
Times) is required by the provisions of any Bond to be
given to a surety, the giving of any such notice will be
CONTRACTOR's responsibility, and the amount of each
applicable Bond will be adjusted accordingly.
ARTICLE 11—CHANGE OF CONTRACT PRICE
11.1, The Contract Price constitutes the total
compensation (subject to authorized adjustments) payable
to CONTRACTOR for performing the Work. All duties,
responsibilities and obligations assigned to or undertaken
by CONTRACTOR shall be at CONTRACTOR's expense
without change in the Contract Price.
11.2, The Contract Rice may only be changed by a
Change Order or by a Written Amendment. Any claim
for an adjustment in the Contract Price shall be based on
written notice delivered by the party making the claim to
the other party and to ENGINEER promptly (but in no
event later than thirty days) after the start of the
occurrence or event giving rise to the claim and stating the
general nature of the claim. Notice of the amount of the
claim with supporting data shall be delivered within sixty
days after the start of such occurrence or event (unless
ENGINEER allows additional time for claimant to submit
additional or more accurate data in support of the claim)
and shall be accompanied by claimant's written statement
that the adjustment claimed covers all known amounts to
which the claimant is entitled as a result of said
occurrence or event. All claims for adjustment in the
Contract Price shall be determined by ENGINEER in
accordance with paragraph 9.11 if OWNER and
CONTRACTOR cannot otherwise agree on the amount
involved. No claim for an adjustment in the Contract
Price will be valid if not submitted in accordance with this
paragraph 11
11.3. The value of any Work covered by a Change
Order or of any claim for an adjustment in the Contract
Price will be determined as follows:
11.3.1. where the Work involved is covered by unit
prices contained in the Contract Documents, by
application of such unit prices to the quantities of the
items involved (subject to the provisions of
23
paragraphs 11.9.1 through 11.9.3, inclusive),
11.3.2. where the Work involved is not covered by
unit prices contained in the Contract Documents, by a
mutually agreed payment basis, including lump sum
(which may include an allowance for overhead and
profit not necessarily in accordance with
paragraph 11.6.2),
11.3.3. where the Work involved is not covered by unit
prices contained in the Contract Documents and
agreement to a lump sum is not reached under
paragraph 11.3.2, on the basis of the Cost of the Work
(determined as provided in paragraphs 11.4 and 11.5)
plus a CONTRACTOR's fee for overhead and profit
(determined as provided in paragraph 11 6).
Cost of the Work.,
11.4. The term Cost of the Work means the sum of all
costs necessarily incurred and paid by CONTRACTOR in
the proper performance of the Work. Except as otherwise
may be agreed to in writing by OWNER, such costs shall
be in amounts no higher than those prevailing in the
locality of the Project, shall include only the following
items and shall not include any of the costs itemized in
paragraph 11.5:
11.4.1. Payroll costs for employees in the direct
employ of CONTRACTOR in the performance of the
Work under schedules of job classifications agreed
upon by OWNER and CONTRACTOR. Such
employees shall include without limitation
superintendents, foremen and other personnel
employed full-time at the site. Payroll costs for
employees not employed full-time on the Work shall
be apportioned on the basis of their time spent on the
Work. Payroll costs shall wte[ude, butxet be limited to,
salaries and wages plus the cost of fringe benefits
which shall include social security contributions,
unemployment, excise and payroll taxes, workers'
compensation health end -retirement benefits, —bonuses;
applicable thereto.
The expenses of performing Work after regular
working hours, on Saturday, Sunday or legal holidays,
shall be included in the above to the extent authorized
by OWNER.
11 4.2. Cost of all materials and equipment furnished
and incorporated in the Work, including costs of
transportation and storage thereof, and Suppliers' field
services required in connection therewith. All cash
discounts shall accrue to CONTRACTOR unless
OWNER deposits funds with CONTRACTOR with
which to make payments, in which case the cash
discounts shall accrue to OWNER. All trade
discounts, rebates and refunds and returns from sale of
surplus materials and equipment shall accrue to
OWNED and CONTRACTOR shall make provisions
so that they may be obtained
11.4.3. Payments made by CONTRACTOR to the
Subcontractors for Work performed or furnished by
Subcontractors. If required by OWNER,
24 EJCDC GENERAL CONDITIONS 1910-8(1990E(itim)
w/ CITY OF FORT COLLINS MODIFJCAnONS (REV 4.2000)
CONTRACTOR shall obtain competitive bids from
Subcontractors acceptable to OWNER and
CONTRACTOR and shall deliver such bids to
OWNER who will then determine, with the advice of
ENGINEER, which bids, if any, will be accepted. If
any subcontract provides that the Subcontractor is to
be paid on the basis of Cost of the Work plus a fee,
the Subcontractor's Cost of the Work and fee shall be
determined in the same manner as CONTRACTOR's
Cost of the Work and fee as provided in
paragraphs l l .4, 11.5, 11.6 and 11.7. All
subcontracts shall be subject to the other provisions of
the Contract Documents insofar as applicable.
11.4.4. Costs of special consultants (including but
not limited to engineers, architects, testing
laboratories, surveyors, attorneys and accountants)
employed for services specifically related to the
Work.
11.4.5. Supplemental costs including the following:
11.4.5.1. The proportion of necessary
transportation, travel and subsistence expenses of
CONTRACTOR's employees incurred in
discharge of duties connected with the Work.
11.4.5.2. Cost, including transportation and
maintenance, of all materials, supplies,
equipment, machinery, appliances, office and
temporary facilities at the site and hand tools not
owned by the workers, which are consumed in the
performance of the Work, and cost less market
value of such items used but not consumed which
remain the property of CONTRACTOR.
11.4.5.3. Rentals of all construction
equipment and machinery and the parts thereof
whether rented from CONTRACTOR or others in
accordance with rental agreements approved by
OWNER with the advice of ENGINEER, and the
costs of transportation, loading, unloading,
installation, dismantling and removal thereof —all
in accordance with terms of said rental
agreements. The rental of any such equipment,
machinery or parts shall cease when the use
thereof is no longer necessary for the Work
11.4.5.4. Sales, consumer, use or similar taxes
related to the Work, and for which
CONTRACTOR is liable, imposed by Laws and
Regulations.
11 4.5.5, Deposits lost for causes other than
negligence of CONTRACTOR, any
Subcontractor or anyone directly or indirectly
employed by any of them or for whose acts any
of them may be liable, and Toyalty payments and
fees for permits and licenses.
It 4.5.6_ Losses and damages (and related
expenses) caused by daniage to the Work, not
compensated by insurance or otherwise, sustained
by CONTRACTOR in connection with the
performance and furnishing of the Work (except
losses and damages within the deductible amounts
of property insurance established by OWNER in
accordance with paragraph 5.9), provided they
have resulted from causes other than the
negligence of CONTRACTOR, any
Subcontractor, or anyone directly or indirectly
employed by any of them or for whose acts arty of
them may be liable. Such losses shall include
settlements made with the written consent and
approval of OWNER. No such losses, damages
and expenses shall be included in the Cost of the
Work for the purpose of determining
CONTRACTOR's fee. I£ however, any such loss
or damage requires reconstruction and
CONTRACTOR is placed in charge thereof,
CONTRACTOR shall be paid for services a fee
proportionate to that stated in paragraph 11.6.2.
11.4.5.7. The cost of utilities, fuel and sanitary
facilities at the site.
11.4.5.8. Minor expenses such as telegrams,
long distance telephone calls, telephone service at
the site, expressage and similar petty cash items in
connection with the Work.
11.4.5.9, Cost of premiums for additional Bonds
and insurance required because of changes in the
Work.
11.5. The term Cost of the Work shall not include any of
the following:
11.5.1, Payroll costs and other compensation of
CONTRACTOR's officers, executives, principals (of
partnership' and sole proprietorships), general managers,
engineers, architects, estimators, attorneys, auditors,
accountants, purchasing and contracting agents,
expediters, timekeepers, clerks and other personnel
employed by CONTRACTOR whether at the site or in
CONTRACTOR's principal or a branch office for
general administration of the Work and not specifically
included in the agreed upon schedule of job
classifications referred to in paragraph 11.4.1 or
specifically covered by paragraph 11.4.4—all of which
are to be considered administrative costs covered by the
CONTRACTOR's fee.
11.5.2. Expenses of CONTRACTOR's principal and
branch offices other than CONTRACTOR's office at
the site.
11.5.3. Any part of CONTRACTOR's capital
expenses, including interest on CONTRACTOR'S
capital employed for the Work and charges against
CONNTRACTOR for delinquent payments.
11.5.4 Cost of premiums for all Bonds and for all
insurance whether or not CONTRACTOR is required
by the Contract Documents to purchase and maintain
the same (except for the cost of premiums covered by
subparagraph 11-4.5 9 above).
EJODC GENERAL CONDITIONS 1910-5 (1990 Edilim)
w/ CITE" OF FORT COU INS MODIFICATIONS (REV A Q 000)
11.5.5. Costs due to the negligence of
CONTRACTOR, any Subcontractor, or anyone
directly or indirectly employed by any of them or for
whose acts any of them may be liable, including but
not limited to, the correction of defective Work,
disposal of materials or equipment wrongly supplied
and making good any damage to property.
11.5.6. Other overhead or general expense costs of
any kind and the costs of any item not specifically and
expressly included in paragraph 1 IA
116. The CONTRACTOR's fee allowed to
CONTRACTOR for overhead and profit shall be
determined as follows:
11.6.1. a mutually acceptable fixed fee; or
11.6.2. if a fixed fee is not agreed upon, then a fee
based on the following percentages of the various
portions of the Cost of the Work:
11.6.2.1. for costs incurred under
paragraphs 11.4.1 and 11 A.2, the
CONTRACTOR's fee shall be fifteen percent;
11.6.2.2. for costs incurred under
paragraph 11.4.3, the CONTRACTOR's fee shall
be five percent;
11.62.3. where one or more tiers of
subcontracts are on the basis of Cost of the Work
plus a fee and no fixed fee is agreed upon, the
intent of paragraphs 11.4.1, 11.4.2, 11.4.3 and
11.6.2 is that the Subcontractor who actually
performs or furnishes the Work, at whatever tier,
will be paid a fee of fifteen percent of the costs
incurred by such Subcontractor under paragraphs
11.4.1 and 11.4.2 and that any higher tier
Subcontractor and CONTRACTOR will each be
paid a fee-,af €w-pefeent—ol the—ameunt-geid-to
the-nextl w unetaeto-to be negotiated
in good faith with the OWNER but not to exceed
five percent of the amount paid to the next lower
t er Subcontractor.
11.6.2.4. no fee shall be payable on the basis
of costs itemized under paragraphs 11.4.4, 11.4.5
and I I's,
11.6.25. the amount of credit to be allowed
by CONTRACTOR to OWNER for any change
which results in a net decrease in cost will be the
amount of the actual net decrease in cost plus a
deduction in CONTRACTOR's fee by an amount
equal to five percent of such net decrease: and
11.626. when both additions and credits are
involved in any one change, the adjustment in
CONTRACTOR's fee shall be computed on the
basis of the net change in accordance with
paragraphs 11.6.2.1 through 11.6.2.5, inclusive.
11.7. Whenever the cost of any Work is to be
'5
determined pursuant to paragraphs 11.4 and 11.5,
CONTRACTOR will establish and maintain records
thereof in accordance with generally accepted accounting
practices and submit in form acceptable to ENGINEER an
itemized cost breakdown together with supporting data.
Cash Allowances.
11.8. It is understood that CONTRACTOR has included
in the Contract Price all allowances so named in the
Contract Documents and shall cause the Work so covered
to be furnished and performed for such sums as may be
acceptable to OWNER and ENGINEER CONTRACTOR
agrees that:
11.8E the allowances include the cost to
CONTRACTOR (less any applicable trade discounts)
of materials and equipment required by the allowances
to be delivered at the site, and all applicable taxes, and
11.8.2. CONTRACTOR's costs for unloading and
handling on the site, labor, installation costs, overhead,
profit and other expenses contemplated for the
allowances have been included in the Contract Price
and not in the allowances and no demand for
additional payment on account of any of the foregoing
will be valid.
Prior to final payment, an appropriate Change Order will be
issued as recommended by ENGINEER to reflect actual
amounts due CONTRACTOR on account of Work covered
by allowances, and the Contract Price shall be
correspondingly adjusted.
11.9. Unit Price Work-
11.9.1. Where the Contract Documents provide that all
or part of the Work is to be Unit Price Work, initially
the Contract Price will be deemed to include for all
Unit Price Work an amount equal to the sum of the
established unit prices for each separately identified
item of Unit Price Work times the estimated quantity
of each item as indicated in the Agreement. The
estimated quantities of items of Unit Price Work are
not guaranteed and are solely for the purpose of
comparison of Bids and determining an initial Contract
Price. Determinations of the actual quantities and
classifications of Unit Price Work performed by
CONTRACTOR will be made by ENGINEER in
accordance with paragraph 9.10.
11.9.2. Each unit price wilt be deemed to include an
amount considered by CONTRACTOR to be adequate
to cover CONTRACTOR's overhead and profit for
each separately identified item.
11.93.OWNER or CONTRACTOR may make a
claim for an adjustment in the Contract Price in
accordance with 'article 11 if
11.9.3.1, the quantity of any item of Unit Price
Work performed by CONTRACTOR differs
materially and significantly from the estimated
quantity of such item indicated in the Agreement,
EJCDC GENERAL CONDITIONS 1910-8 (1990 Ed tim )
26 w( CITY OF FORT COLLINSMODIFICATIONS (Rfili 4f2000)
and
11.9.3.2. there is no corresponding adjustment
with respect to any other item of Work, and
11.9.3.3. if CONTRACTOR believes that
CONTRACTOR is entitled to an increase in
Contract Price as a result of having incurred
additional expense or OWNER believes that
OWNER is entitled to a decrease in Contract Price
and the parties are unable to agree as to the
amount of any such increase or decrease.
11.9.3.4. CONTRACTOR acknowledges that
the OWNER has the right to add or delete items in
the Bid or change quantities at OWNER'S sole
discretion without affecting the Contract Price of
an ry grain ng item so long as the deletion or
addition does not exceed twenty-five percent of
the original total Contract Price.
ARTICLE 12--CHANGE OF CONTRACT TIMES
12.1. The Contract Times (or Milestones) may only be
changed by a Change Order or a Written Amendment.
Any claim for an adjustment of the Contract Times (or
Milestones) shall be based on written notice delivered by
the party making the claim to the other party and to
ENGINEER promptly (but in no event later than thirty
days) after the occurrence of the event giving rise to the
claim and stating the general nature of the claim. Notice
of the extent of the claim with supporting data shall be
delivered within sixty daps after such occurrence (unless
ENGINEER allows additional time to ascertain more
accurate data in support of the claim) and shall be
accompanied by the claimant's written statement that the
adjustment claimed is the entire adjustment to which the
claimant has reason to believe it is entitled as a result of
the occurrence of said event. All claims for adjustment in
the Contract Tines (or Milestones) shall be determined by
ENGINEER in accordance with paragraph9.11 if
OWNER and CONTRACTOR cannot otherwise agree.
No claim for an adjustment in the Contract Times (or
Milestones) will be valid if not submitted in accordance
with the requirements of this paragraph 12.1.
12.2. All time limits stated in the Contract Documents
are of the essence of the Agreement.
12.1 Where CONTRACTOR is prevented from
completing any part of the Work within the Contract
Times (or Milestones) due to delay beyond the control of
CONTRACTOR, the Contract Times (or Milestones) will
be extended in an amount equal to time lost clue to such
delay if a claim is made therefor as provided in
Paragraph 12.1. Delays beyond the control of
CONTRACTOR shall include, but not be limited to, acts
or neglect by OWNER, acts or neglect of utility owners or
other contractors performing other work as contemplated
by Article7, fires, floods, epidemics, abnormal weather
conditions or acts of God_ Delays attributable to and
within the control of a Subcontractor or Supplier shall be
deemed to be delays within the control of CONTRACTOR
12.4. Where CONTRACTOR is prevented from
completing any part of the Work within the Contract Times
(or Milestones) due to delay beyond the control of both
OWNER and CONTRACTOR, an extension of the
Contract Times (or Milestones) in an amount equal to the
time lost due to such delay shall be CONTRACTOR's sole
and exclusive remedy for such delay. In no event shall
OWNER be liable to CONTRACTOR, any Subcontractor,
any Supplier, any other person or organization, or to any
surety for or employee or agent of any of them, for
damages arising out of or resulting from (i) delays caused
by or within the control of the CONTRACTOR, or
(ii) delays beyond the control of both parties including but
not limited to, fires, floods, epidemics, abnormal weather
conditions, acts of God or acts or neglect by utility owners
or other contractors performing other work as contemplated
by Article 7.
ARTICLE 13--TESTS AND INSPECTIONS;
CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
13.1. Notice of Defects.,
Prompt notice of all defective Work of which OWNER or
ENGINEER have actual knowledge will be given to
CONTRACTOR. All defective Work may be rejected,
corrected or accepted as provided in this Article 13.
Access to Work:
13.2. OWNER, ENGINEER, ENGINEER'S Consultants,
other representatives and personnel of OWNER,
independent testing laboratories and governmental agencies
with jurisdictional interests will have access to the Work at
reasonable -times for their observation, inspecting and
testing. CONTRACTOR shall provide them proper and
safe conditions for such access and advise them of
CONTRACTOR's site safety procedures and programs so
that they may comply therewith as applicable.
Tests and Inspections
13.3, CONTRACTOR shall give ENGINEER timely
notice of readiness of the Work for all required inspections,
tests or approvals, and shall cooperate with inspection and
testing personnel to facilitate required inspections or tests.
13.4. OWNER shall employ and pay for the services of
an independent testing laboratory to perform all
inspections, tests, or approvals required by the Contract
Documents except.
134.1 for inspections, tests or approvals covered
by paragraph 13.5 below,
1342, that costs incurred in connection with tests
or inspections conducted pursuant to paragraph 139
EICDC GENERAL CONDITIONS 1910-8 (1990 Edition)
w/ CFFV OF FORT COLUNS MODIFICATIONS (REV 42000)
below shall be paid as provided in said
paragraph 13.9, and
13.4.3. as otherwise specifically provided in the
Contract Documents.
13.5. If Laws or Regulations of any public body having
jurisdiction require any Work (or part thereof) specifically
to be inspected, tested or approved by an employee or
other representative of such public body, CONTRACTOR
shall assume full responsibility for arranging and
obtaining such inspections, tests or approvals, pay all costs
in connection therewith, and furnish ENGINEER the
required certificates of inspection, or approval.
CONTRACTOR shall also be responsible for arranging
and obtaining and shall pay all costs in connection with
any inspections, tests or approvals required for OWNER's
and ENGINEER's acceptance of materials or equipment to
be incorporated in the Work, or of materials, mix designs,
or equipment submitted for approval prior to
CONTRACTOR's purchase thereof for incorporation in
the Work.
13.6. If any Work (or the work of others) that is to be
inspected, tested or approved is covered by
CONTRACTOR without written concurrence of
ENGINEER, it must, if requested by ENGINEER, be
uncovered for observation.
13.7. Uncovering Work as provided in paragraph 13.6
shall be at CONTRACTOR's expense unless
CONTRACTOR has given ENGINEER timely notice of
CONTRACTOR's intention to cover the same and
ENGINEER has not acted with reasonable promptness in
response to such notice.
Uncovering Work:
13.8. If any Work is covered contrary to the written
request of ENGINEER, it must, if requested by
ENGINEER, be uncovered for ENGINEER's observation
and replaced at CONTRACTOR's expense.
13.9. If ENGINEER considers it necessary or advisable
that covered Work be observed by ENGINEER or
inspected or tested by others, CONTRACTOR, at
ENGINEER's request, shall uncover, expose or otherwise
make available for observation, inspection or testing as
ENGINEER may require, that portion of the Work in
question, furnishing all necessary labor, material and
equipment. If it is found that such Work is defective,
CONTRACTOR shall pay all claims, costs, losses and
damages caused by, arising out of or resulting from such
uncovering, exposure, observation, inspection and testing
and of satisfactory replacement or reconstruction,
(including but not limited to all costs of repair or
replacement of work of others); and OWNER shall be
entitled to an appropriate decrease in the Contract Price,
and, if the parties are unable to agree as to the amount
thereof; may make a claim therefor as provided in
Article 11 If, however, such Work is not found to be
defective, CONTRACTOR shall be allowed an increase in
the Contract Price or an extension of the Contract Times
(or Milestones), or both, directly attributable to such
27
uncovering, exposure, observation, inspection, testing,
replacement and reconstruction, and, if die parties are
unable to agree as to the amount or extent thereof,
CONTRACTOR may make a claim therefor as provided in
Articles 11 and 12.
OWNER May Stop the Work:
13.10. If the Work is defective, or CONTRACTOR fails
to supply sufficient skilled workers or suitable materials or
equipment, or fails to furnish or perform the Work in such a
way that the completed Work will conform to the Contract
Documents, OWNER may order CONTRACTOR to stop
the Work, or any portion thereof, until the cause for such
order has been eliminated; however, this right of OWNER
to stop the Work shall not give rise to any duty on the part
of OWNER to exercise this right for the benefit of
CONTRACTOR or any surety or other party.
Correction or Removal of Defective Work:
13.11. If required by ENGINEER, CONTRACTOR shall
promptly, as directed, either correct all defective Work,
whether or not fabricated, installed or completed, or, if the
Work has been rejected by ENGINEER, remove it from the
site and replace it with Work that is not defective.
CONTRACTOR shall pay all claims, costs, losses and
damages caused by or resulting from such correction or
removal (including but not limited to all costs of repair or
replacement of work of others).
13.12. Correction Period:
13.I2.1.If within one-year two year after the date of
Substantial Completion or such longer period of time as
may be prescribed by Laws or Regulations or by the
terms of any applicable special guarantee required by
the Contract Documents or by any specific provision of
the Contract Documents, any Work is found to be
defective, CONTRACTOR shall promptly, without cost
to OWNER and in accordance with OWNER's written
instructions'. (i) correct such defective Work, or, if it has
been rejected by OWNER, remove it from the site and
replace it with Work that is not defective, and (ii)
satisfactorily correct or remove and replace any damage
to other Work or the work of others resulting therefrom.
If CONTRACTOR does not promptly comply with the
terms of such instructions, or in an emergency where
delay would cause serious risk of loss or damage,
OWNER may have the defective Work corrected or the
rejected Work removed and replaced, and all claims,
costs, losses and damages caused by or resulting from
such removal and replacement (including but not
limited to all costs of repair or replacement of work of
others) will be paid by CONTRACTOR.
13.12.2. in special circumstances where a particular
item of equipment is placed in continuous service
before Substantial Completion of all the Work, the
correction period for that item may start to run from an
earlier date if so provided in the Specifications or by
Written Amendment.
13.12.3. Where defective Work (and damage to other
EJCDC GENERAL CONDITIONS 1910-9(1990Edittm)
28
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000)
Work resulting therefrom) has been corrected,
removed or replaced under this paragraph 13.12, the
correction period hereunder with respect to such Work
will be extended for an additional period of one ye
two years after such correction or removal and
replacement has been satisfactorily completed.
Acceptance of Defective Work:
13.13. If, instead of requiring correction or removal and
replacement of defective Work, OWNER (arid, prior to
ENGINEER's recommendation of final payment, also
ENGINEER) prefers to accept it, OWNER may do so
CONTRACTOR shall pay all claims, costs, losses and
damages attributable to OWNER's evaluation of and
determination to accept such defective Work (such costs to
be approved by ENGINEER as to reasonableness). If any
such acceptance occurs prior to ENGINEER's
recommendation of final payment, a Change Order will be
issued incorporating the necessary revisions in the
Contract Documents with respect to the Work; and
OWNER shall be entitled to an appropriate decrease in the
Contract Price, and, if the parties are unable to agree as to
the amount thereof, OWNER may make a claim therefor
as provided in Article 11. If the acceptance occurs after
such recommendation, an appropriate amount will be paid
by CONTRACTOR to OWNER.
O WNER May Correct Defective Work:
13.14. If CONTRACTOR fails within a reasonable time
after written notice from ENGINEER to correct defective
Work or to remove and replace rejected Work as required
by ENGINEER in accordance with paragraph 13.11. or if
CONTRACTOR fails to perform the Work in accordance
with the Contract Documents, or if CONTRACTOR fails
to comply with any other provision of the Contract
Documents, OWNER may, after seven days written
notice to CONTRACTOR, correct and remedy any such
deficiency. In exercising the rights and remedies under
this paragraph OWNER shall proceed expeditiously. In
connection with such corrective and remedial action,
OWNER may exclude CONTRACTOR from all or part of
the site, take possession of all or part of the Work, and
suspend CONTRACTOR's services related thereto, take
possession of CONTRACTOR's tools, appliances,
construction equipment and machinery at the site and
incorporate in the Work all materials and equipment
stored at the site or for which OWNER has paid
CONTRACTOR but which are stored elsewhere -
CONTRACTOR shall allow OWNER, OWNER's
representatives, agents and employees, OWNER's other
contractors and ENGINEER and ENGINEER's
Consultants access to the site to enable OWNER to
exercise the rights and remedies under this paragraph. All
claims, costs, losses and damages incurred or sustained by
OWNER in exercising such rights and remedies will be
charged against CONTRACTOR and a Change Order will
be issued incorporating the necessary revisions in the
Contract Documents with respect to the Work, and
OWNER shall be entitled to an appropriate decrease in the
Contract Price, and, if the parties are unable to agree as to
the amount thereof. OWNER may make a claim therefor
as provided in Article 11. Such claims, costs, losses and
SPECIFICATIONS
Erik FBI
CONTRACT DOCUMENTS
FOR
Harmony and Ziegler Road Improvements -
Front Range Village Development
BID NO. 6055
PURCHASING DIVISION
215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS
JUNE 12, 2007 — 3:00 P.M. (OUR CLOCK)
damages will include but not be limited to all costs of
repair or replacement of work of others destroyed or
damaged by correction, removal or replacement of
CONTRACTOR's defective Work. CONTRACTOR shall
not be allowed an extension of the Contract Times (or
Milestones) because of any delay in performance of the
Work attributable to the exercise by OWNER of OWNER's
rights and remedies hereunder.
ARTICLE 14--PAYMENTS TO CONTRACTOR AND
COMPLETION
Schedule of Values:
14.1. The schedule of values established as provided in
paragraph 2.9 will serve as the basis for progress payments
and will be incorporated into a form of Application for
Payment acceptable to ENGINEER. Progress payments on
account of Unit Price Work will be based on the number of
units completed.
Application for Progress Payment:
14.2. At least twenty days before the date established for
each progress payment (but not more often than once a
month). CONTRACTOR shall submit to ENGINEER for
review an Application for Payment filled out and signed by
CONTRACTOR covering the Work completed as of the
date of the Application and accompanied by such
supporting documentation as is required by the Contract
Documents. If payment is requested on the basis of
materials and equipment not incorporated in the Work but
delivered and suitably stored at the site or at another
location agreed to in writing, the Application for Payment
shall also be accompanied by a bill of sale, invoice or other
documentation warranting that OWNER has received the
materials and equipment free and clear of all Liens and
evidence that the materials and equipment are covered by
appropriate property insurance and other arrangements to
protect OWNER's interest therein, all of which will be
satisfactory to OWNER. The amount of retamage with
respect to progress payments will be as stipulated in the
Agreement. Any funds that are withheld by the OWNER
shall not be subject to substitution by the CONTRACTOR
with securities or any arrangements involving an escrow, or
custodianship. By executing the application for payment
form the CONTRACTOR expressly waives his right [o the
benefits of Colorado Revised Statutes, Section 24-91-101,
et seq.
CONTRACTOR's Warranty of Title:
14.3. CONTRACTOR warrants and guarantees that title
to all Work, materials and equipment covered by any
Application for Payment, whether incorporated in the
Project or not, will pass to OWNER no later than the time
of payment Gee and clear of all Liens.
Review of ApplicationsforProgressPayment:
14.4. ENGINEER will, within ten days after receipt of
each Application for Payment, either indicate in writing a
FJCDC GENERAL CONDITIONS 1910-8 (1990 Et itim)
wi CITY OF FORT COLLINS MODIFICATTONS (REV 4/2000)
recommendation of payment and present the Application
to OWNER, or return the Application to CONTRACTOR
indicating in writing ENGINEER's reasons for refusing to
recommend payment. In the latter case, CONTRACTOR
may make the necessary corrections and resubmit the
Application. Ten days after presentation of the
Application for Payment to OWNER with ENGINEER's
recommendation, the amount recommended will (subject
to the provisions of the last sentence of paragraph 14.7)
become due and when due will be paid by OWNER to
CONTRACTOR.
14.5. ENGINEER's recommendation of any payment
requested in an Application for Payment will constitute a
representation by ENGINEER to OWNER, based on
ENGINEER's on -site observations of the executed Work
as an experienced and qualified design professional and on
ENGINEER's review of the Application for Payment and
the accompanying data and schedules, that to the best of
ENGINEER's knowledge, information and belief:
14.5.1. the Work has progressed to the point
indicated,
14.5.2. the quality of the Work is generally in
accordance with the Contract Documents (subject to
an evaluation of the Work as a functioning whole
prior to or upon Substantial Completion, to the results
of any subsequent tests called for in the Contract
Documents, to a final determination of quantities and
classifications for Unit Price Work under
paragraph 9.10, and to any other qualifications stated
in the recommendation), and
14.5.3. the conditions precedent to
CONTRACTOR's being entitled to such payment
appear to have been fulfilled insofar as it is
ENGINEER's responsibility to observe the Work.
However, by recommending any such payment
ENGINEER will not thereby be deemed to have
represented that: (i) exhaustive or continuous on -site
inspections have been made to check the quality or the
quantity of the Work beyond the responsibilities
specifically assigned to ENGINEER in the Contract
Documents or (ii) that there may not be other matters or
issues between the parties that might entitle
CONTRACTOR to be paid additionally by OWNER or
entitle OWNER to withhold payment to CONTRACTOR
14.6. ENGINEER's recommendation of any payment,
including final payment, shall not mean that ENGINEER
is responsible for CONTRACTOR's means, methods,
techniques, sequences or procedures of construction, or
the safety precautions and programs incident thereto, or
for any failure of CONTRACTOR to comply with Laws
and Regulations applicable to the famishing or
performance of Work, or for any failure of
CONTRACTOR to perform or furnish Work in
accordance with the Contract Documents.
14.7. ENGINEER may refuse to recommend the whole
or any part of any payment if, in ENGINEER's opinion, it
would be incorrect to make the representations to
29
OWNER referred to in paragraph 14.5. ENGINEER may
also refuse to recommend any such payment, or, because of
subsequently discovered evidence or the results of
subsequent inspections or tests, nullify any such payment
previously recommended, to such extent as may be
necessary in ENGINEER's opinion to protect OWNER
from loss because:
14.7.1. the Work is defective, or completed Work has
been damaged requiring correction or replacement,
14.72. the Contract Price has been reduced by
Written Amendment or Change Order,
14.7.3. OWNER has been required to correct
defective Work or complete Work in accordance with
paragraph 13.14, or
14.7.4. ENGINEER has actual knowledge of the
occurrence of any of the events enumerated in
paragraphs 15.2. l through 15.2.4 inclusive.
OWNER may refuse to make payment of the full amount
recommended by ENGINEER because:
14.7.5. claims have been made against OWNER on
account of CONTRACTOR's performance or furnishing
of the Work,
14.7.6. Liens have been filed in connection with the
Work, except where CONTRACTOR has delivered a
specific Bond satisfactory to OWNER to secure the
satisfaction and discharge of such Liens,
14.7.7. there are other items entitling OWNER to a set-
off against the amount recommended, or
14.7.8. OWNER has actual knowledge of the
occurrence of any of the events enumerated in
paragraphs 14.7.1 through 14.7.3 or paragraphs 15.2.1
through 15.2.4 inclusive,
but OWNER must give CONTRACTOR immediate
written notice (with a copy to ENGINEER) stating the
reasons for such action and promptly pay CONTRACTOR
the amount so withheld, or any adjustment thereto agreed
to by OWNER and CONTRACTOR, when
CONTRACTOR corrects to OWNER's satisfaction the
reasons for such action
Substantial Completion:
14.8. When CONTRACTOR considers the entire Work
ready for its intended use CONTRACTOR shall notify
OWNER and ENGINEER in writing that the entire Work
is substantially complete (except for items specifically
listed by CONTRACTOR as incomplete) and request that
ENGINEER issue a certificate of Substantial Completion.
Within a reasonable time thereafter, OWNER,
CONTRACTOR and ENGINEER shall make an inspection
of the Work to determine the status of completion. If
ENGINEER does not consider the Work substantially
complete, ENGINEER will notify CONTRACTOR in
writing giving the reasons therefor. If ENGINEER
EJCDC GENERAL CONDITIONS 1910.8 (1990 Edition)
30 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000)
considers the Work substantially complete, ENGINEER
will prepare and deliver to OWNER a tentative certificate
of Substantial Completion which shall fix the date of
Substantial Completion. There shall be attached to the
certificate a tentative list of items to be completed or
corrected before final payment. OWNER shall have seven
days after receipt of the tentative certificate during which
to make written objection to ENGINEER as to any
provisions of the certificate or attached list. If, after
considering such objections, ENGINEER concludes that
the Work is not substantially complete, ENGINEER will
within fourteen days after submission of the tentative
certificate to OWNER notify CONTRACTOR in writing,
stating the reasons therefor. If, after consideration of
OWNER's objections, ENGINEER considers the Work
substantially complete, ENGINEER will within said
fourteen days execute and deliver to OWNER and
CONTRACTOR a definitive certificate of Substantial
Completion (with a revised tentative list of items to be
completed or corrected) reflecting such changes from the
tentative certificate as ENGINEER believes justified after
consideration of any objections from OWNER. At the
time of delivery of the tentative certificate of Substantial
Completion ENGINEER will deliver to OWNER and
CONTRACTOR a written recommendation as to division
of responsibilities pending final payment between
OWNER and CONTRACTOR with respect to security,
operation, safety, maintenance, heat, utilities, insurance
and warranties and guarantees. Unless OWNER and
CONTRACTOR agree otherwise in writing and so inform
ENGINEER in writing prior to ENGINEER's issuing the
definitive certificate of Substantial Completion,
ENGINEER's aforesaid recommendation will be binding
on OWNER and CONTRACTOR until final payment
14.9. OWNER shall have the right to exclude
CONTRACTOR from the Work after the date of
Substantial Completion, but OWNER shall allow
CONTRACTOR reasonable access to complete or correct
items on the tentative list
Parlial Utilization:
14.10. Use by OWNER at OWNER's option of any
substantially completed part of the Work, which: (i) has
specifically been identified in the Contract Documents, or
(it) OWNER, ENGINEER and CONTRACTOR agree
constitutes a separately functioning and usable part of the
Work that can be used by OWNER for its intended
purpose without significant interference with
CONTRACTOR's performance of the remainder of the
Work, may be accomplished prior to Substantial
Completion of all the Work subject to the following:
14.10.1.OWNER at any time may request
CONTRACTOR in writing to permit OWNER to use
any such part of the Work which OWNER believes to
be ready for its intended use and substantially
complete. If CONTRACTOR agrees that such part of
the Work is substantially complete, CONTRACTOR
will certify to OWNER and ENGINEER that such
part of the Work is substantially complete and request
ENGINEER to issue a certificate of Substantial
Completion for that part of the Work-
CONTRACTOR at any time may notify OWNER and
ENGINEER in writing that CONTRACTOR considers
any such part of the Work ready for its intended use
and substantially complete and request ENGINEER to
issue a certificate of Substantial Completion for that
part of the Work. Within a reasonable time after either
such request, OWNER, CONTRACTOR and
ENGINEER shalt make an inspection of that part of
the Work to determine its status of completion. If
ENGINEER does not consider that part of the Work to
be substantially complete, ENGINEER will notify
OWNER and CONTRACTOR in writing giving the
reasons therefor. If ENGINEER considers that part of
the Work to be substantially complete, the provisions
of paragraphs 14.8 and 14.9 will apply with respect to
certification of Substantial Completion of that part of
the Work and the division of responsibility in respect
thereof and access thereto.
14.10.2, No occupancy or separate operation of part
of the Work will be accomplished prior to compliance
with the requirements of paragraph 5.15 in respect of
property insurance.
Final Inspection:
14.11. Upon written notice from CONTRACTOR that the
entire Work or an agreed portion thereof is complete,
ENGINEER will make a final inspection with OWNER
and CONTRACTOR and will notify CONTRACTOR in
writing of all particulars in which this inspection reveals
that the Work is incomplete or defec&e. CONTRACTOR
shall immediately take such measures as are necessary to
complete such work or remedy such deficiencies.
Final Application for Payment
14.12. After CONTRACTOR has completed all such
corrections to the satisfaction of ENGINEER and delivered
in accordance with the Contract Documents all
maintenance and operating instructions, schedules,
guarantees, Bonds, certificates or other evidence of
insurance required by paragraph 5.4, certificates of
inspection, marked -up record documents (as provided in
paragraph 6.19) and other documents, CONTRACTOR
may make application for final payment following the
procedure for progress payments. The final Application for
Payment shall be accompanied (except as previously
delivered) by: (i) all documentation called for in the
Contract Documents, including but not limited to the
evidence of insurance required by subparagraph 5.4.13,
(ii) consent of the surety, if any. to final payment, and
(iii) complete and legally effective releases or waivers
(satisfactory to OWNER) of all Liens arising out of or filed
in connection with the Work. In lieu of such releases or
waivers of Liens and as approved by OWNER,
CONTRACTOR may furnish receipts or releases in full
and affidavit of CONTRACTOR that (i) the releases and
receipts include all labor, services, material and equipment
for which a Lien could be filed, and (it) all payrolls,
material and equipment bills, and other indebtedness
connected with the Work for which OWNER or OWNER's
property might in any way be responsible have been paid or
otherwise satisfied If any Subcontractor or Supplier fails
EKDCGENERAL CONDITIONS 1910-8 0990 Edition)
W CITY OF FORT COLLINS MODIFICATIONS (REV V2000)
to furnish such a release or receipt in full,
CONTRACTOR may furnish a Bond or other collateral
satisfactory to OWNER to indemnify OWNER against
any Lien. Releases or waivers of liens and the consent of
the surety to finalize payment are to be submitted on
forms conform in to the format of the OWNER'S, standard
Corms bound in the Project manual.
Final Payment and Acceptance.•
14.11 If, on the basis of ENGINEER'S observation of
the Work during construction and final inspection, and
ENGINEER's review of the final Application for Payment
and accompanying documentation as required by the
Contract Documents, ENGINEER is satisfied that the
Work has been completed and CON'TRACTOR's other
obligations under the Contract Documents have been
fulfilled, ENGINEER will, within ten days after receipt of
the final Application for Payment, indicate in writing
ENGINEER's recommendation of payment and present
the Application to OWNER for payment. At the same
time ENGINEER will also give written notice to OWNER
and CONTRACTOR that the Work is acceptable subject
to the provisions of paragraph 14.15. Otherwise,
ENGINEER will return the Application to
CONTRACTOR, indicating in writing the reasons for
refusing to recommend final payment, in which case
CONTRACTOR shall make the necessary corrections and
resubmit the Application. Thirty days after presentation to
OWNER of the Application and accompanying
documentation, in appropriate form and substance and
with ENGINEER's recommendation and notice of
acceptability; the amount recommended by ENGINEER
will become due and will be paid by OWNER to
CONTRACTOR subject to paragraph 17.6.2 of these
General Conditions.
14.14. If, through no fault of CONTRACTOR, final
completion of the Work is significantly delayed and if
ENGINEER so confirms, OWNER shall, upon receipt of
CONTRACTOR's final Application for Payment and
recommendation of ENGINEER, and without terminating
the Agreement, make payment of the balance due for that
portion of the Work fully completed and accepted. If the
remaining balance to be held by OWNER for Work not
fully completed or corrected is less than the retainage
stipulated in the Agreement, and if Bonds have been
furnished as required in paragraph 5.1, the written consent
of the surety to the payment of the balance due for that
portion of the Work fully completed and accepted shall be
submitted by CONTRACTOR to ENGINEER with the
Application for such payment. Such payment shall be
made under the teams and conditions governing final
payment, except that it shall not constitute a waiver of
claims.
Waiver of Claims:
14.15. The making and acceptance of final payment will
constitute:
14.15.1a waiver of all claims by OWNER against
CONTRACTOR, except claims arising from
unsettled Liens, from dffeclive Work appearing alter
31
final inspection pursuant to paragraph 14.11, from
failure to comply with the Contract Documents or the
terms of any special guarantees specified therein, or
from CONTRACTOR's continuing obligations under
the Contract Documents; and
14.152 A waiver of all claims by CONTRACTOR
against OWNER other than those previously made in
writing and still unsettled.
ARTICLE. 15--SUSPENSION OF WORK AND
TERMINATION
0VVER Nlay Suspend [York:
15.1. At any time and without cause, OWNER may
suspend the Work or any portion thereof for a period of not
more than ninety days by notice in writing to
CONTRACTOR and ENGINEER which will fix the date
on which Work will be resumed. CONTRACTOR shall
resume the Work on the date so fixed. CONTRACTOR
shall be allowed an adjustment in the Contract Price or an
extension of the Contract Times, or both, directly
attributable to any such suspension if CONTRACTOR
makes an approved claim therefor as provided in
Articles 11 and 11
OUVER May Terminate:
152. Upon the occurrence of any one or more of the
following events
15.2.1. if CONTRACTOR persistently fails to perform
the Work in accordance with the Contract Documents
(including but not limited to, failure to supply sufficient
skilled workers or suitable materials or equipment or
failure to adhere to the progress schedule established
under paragraph2.9 as adjusted from time to time
pursuant to paragraph 6.6),
1522 if CONTRACTOR disregards Laws or
Regulations of any public body having jurisdiction;
15.2.3. if CONTRACTOR disregards the authority of
ENGINEER, or
152.4. if CONTRACTOR otherwise violates in any
substantial way any provisions of the Contract
Documents;
OWNER may, after giving CONTRACTOR (and the
surety, if any) seven days written notice and to the extent
permitted by Laws and Regulations, terminate the services
of CONTRACTOR, exclude CONTRACTOR from the site
and take possession of the Work and of all
CONTRACTOR's tools, appliances, construction
equipment and machinery at the site and use the same to
the full extent they could be used by CONTRACTOR
(without liability to CONTRACTOR for trespass or
conversion), incorporate in the Work all materials and
equipment stored at the site or for which OWNER has paid
EICDC GENERAL CONDITIONS 19I0-8 (199013chu m)
32 w/ CITY OF FORT COLLINS MODIFICATIONS (REV V2000)
CONTRACTOR but which are shored elsewhere, and
finish the Work as OWNER may deem expedient. In such
case CONTRACTOR shall not be entitled to receive any
further payment until the Work is finished. If the unpaid
balance of the Contract Price exceeds all claims, casts,
lasses and damages sustained by OWNER arising out of
or resulting from completing the Work such excess will be
paid to CONTRACTOR If such claims, costs, lasses and
damages exceed such unpaid balance, CONTRACTOR
shall pay the difference to OWNER. Such claims, costs,
losses and damages incurred by OWNER will be reviewed
by ENGINEER as to their reasonableness and when so
approved by ENGINEER incorporated in a Change Order,
provided that when exercising any rights or remedies
under this paragraph OWNER shall not be required to
obtain the lowest price for the Work performed.
15.3. Where CONTRACTOR's services have been so
terminated by OWNER, the termination will not affect
any rights or remedies of OWNER against
CONTRACTOR then existing or which may thereafter
accrue. Any retention or payment of moneys due
CONTRACTOR by OWNER will not release
CONTRACTOR from liability.
15.4. Upon seven days' written notice to
CONTRACTOR and ENGINEER, OWNER may,
without cause and without prejudice to any other right or
remedy of OWNER, elect to terminate the Agreement. In
such case, CONTRACTOR shall be paid (without
duplication of any items):
15.4.1. for completed and acceptable Work executed
in accordance with the Contract Documents prior to
the effective date of termination, including fair and
reasonable sums for overhead and profit on such
Work;
15.42. for expenses sustained prior to the effective
date of termination in performing services and
furnishing labor, materials or equipment as required
by the Contract Documents in connection with
uncompleted Work, plus fair and reasonable sums for
overhead and profit on such expenses,
15.43. for all claims, costs, losses and damages
incurred in settlement of terminated contracts with
Subcontractors, Suppliers and others, and
15.4.4, for reasonable expenses directly attributable
to termination.
CONTRACTOR shall not be paid on account of loss of
anticipated profits or revenue or other economic loss
arising out of or resulting from such termination
C0IVTR4CTOR May Stop Work or Terminate:
15.5. It; through no act or fault of CONTRACTOR, the
Work is suspended for a period of more than ninety days
by OWNER or under an order of court or other public
authority, or ENGINEER fails to act on any Application
for Payment within thirty days after it is submitted or
OWNER fails for thirty days to pay CONTRACTOR any
sum finally determined to be due, then CONTRACTOR
may, upon seven days' written notice to OWNER and
ENGINEER, and provided OWNER or ENGINEER do not
remedy such suspension or failure within that time,
terminate the Agreement and recover from OWNER
payment on the same terms as provided in paragraph 15.4.
In lieu of terminating the Agreement and without prejudice
to any other right or remedy, if ENGINEER has failed to
act on an Application for Payment within thirty days after it
is submitted, or OWNER has failed for thirty days to pay
CONTRACTOR any sum finally determined to be due,
CONTRACTOR may upon seven days' written notice to
OWNER and ENGINEER stop the Work until payment of
all such amounts due CONTRACTOR, including interest
thereon. The provisions of this paragraph 15.5 are not
intended to preclude CONTRACTOR from making claim
under Articles 11 and 12 for an increase in Contract Price
or Contract Times or otherwise for expenses or damage
directly attributable to CONTRACTOR's stopping Work as
permitted by this paragraph.
ARTICLE 16—DISPUTE RESOLUTION
If and to the extent that OWNER and CONTRACTOR
have agreed on the method and procedure for resolving
disputes between them that may arise under this
Agreement, such dispute resolution method and procedure,
if any, shall be as set forth in Exhibit GC -A, "Dispute
Resolution Agreement", to be attached hereto and made a
part hereof. If no such agreement on the method and
procedure for resolving such disputes has been reached,
and subject to the provisions of paragraphs 9.10, 9.11 and
9.12, OWNER and CONTRACTOR may exercise such
rights or remedies as either may otherwise have under the
Contract Documents or by Laws or Regulations in respect
of any dispute.
ARTICLE 17—MISCELLANEOUS
Giving Notice:
17.1. Whenever any provision of the Contract
Documents requires the giving of written notice, it will be
deemed to have been validly given if delivered in person to
the individual or to a member of the firm, or to an officer of
the corporation for whom it is intended, or if delivered at or
sent by registered or certified mail, postage prepaid to the
last business address known to the giver of the notice.
17.2. Computation of Time:
17.2.1. When any period of time is referred to in the
Contract Documents by days, it will be computed to
exclude the first and include Ore last day of such
period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday
by the law of the applicable jurisdiction, such day will
be omitted from the computation
O(`DC GENERAL CONDITIONS 1910-9 (1990 Edition}
w/CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000)
17.22_ A calendar day of twenty-four hours measured
from midnight to the next midnight will constitute a
day.
Notice of Claim:
17.3. Should OWNER or CONTRACTOR suffer injury
or damage to person or property because of any error,
omission or act of the other party or of any of the other
patty's employees or agents or others for whose acts the
other party is legally liable, claim will be made in writing
to the other party within a reasonable time of the first
observance of such injury or damage. The provisions of
this paragraph 17.3 shall not be construed as a substitute
for or a waiver of the provisions of any applicable statute
of limitations or repose.Cumulative Remedies:
17.4. The duties and obligations imposed by these
General Conditions and the rights and remedies available
hereunder to the parties hereto, and, in particular but
without limitation, the warranties, guarantees and
obligations imposed upon CONTRACTOR by
paragraphs 6.12, 6.16, 6.30, 6.31, 6.32, 13. L 13.12, 13.14,
14.3 and 152 and all of the rights and remedies available
to OWNER and ENGINEER thereunder, are in addition
to, and are not to be construed in any way as a limitation
of, any rights and remedies available to any or all of them
which are otherwise imposed or available by Laws or
Regulations by special warranty or guarantee or by other
provisions of the Contract Documents, and the provisions
of this paragraph will be as effective as if repeated
specifically in the Contract Documents in connection with
each particular duty, obligation, right and remedy to which
they apply.
Professional Fees and Court Costs Included'
17.5. Whenever reference is made to "claims, costs,
losses and damages", it shall include in each case, but not
be lnnited to, all fees and charges of engineers, architects,
attorneys and other professionals and all court or
arbitration or other dispute resolution costs.
I T6. The laws of the State of Colorado apply to this
Agreement. Reference to two pertinent Colorado statutes
are as follows
17.6.1. Colorado Revised Statutes (CRS 8-17-11)1j
require that Colorado labor be employed to perform
the Work to the extent of not less than 80 percent
(80N) of each type or class of labor in the several
classifications of skilled and common labor emploved
on the project. Colorado labor means any person who
is a bona fide resident of the State of Colorado at the
time of @mployment, without discrimination as to race,
color, creed age reliRlon or sex.
17.6.2. If a claim is filed OWNER is required by
law (CRS 38-26-107) to withhold from all payments to
CONTRACTOR sufficient funds to insure the
payment of all cl_auns for labor, materials_ team hire,
sustenance provisions, provender, or other supplies
used or .consumed b)L CONTRACTOR or his
33
F.JCDC GENERAL CONDITIONS 1910-8 (1990 Ed um)
34 e/CITY OF FORT COLLINS MODIFICATIONS(REV4R000)
(This page left blank intentionally.)
E]CDC GENERAL CONDITIONS 1910-9 p990 FQim) 35
ai CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000)
36 ETCDCGENERAL CONDITIONS l910-8(1990E6tial)
Rai CITY OF FORT COLLINS MODIFICATIONS (REV 4C000)
EXHIBIT GC -A to General Conditions
of the Construction Contract Between
OWNER and CONTRACTOR
DISPUTE RESOLUTION AGRREMENT
OWNER and CONTRACTOR hereby agree that
Article 16 of the General Conditions of the Construction
Contract between OWNER and CONTRACTOR is
amended to include the following agreement of the parties:
16.1. All claims, disputes and other matters in
question between OWNER and CONTRACTOR arising
out of or relating to the Contract Documents or the breach
thereof (except for claims which have been waived by the
making or acceptance of final payment as provided by
paragraph 14.15) will be decided by arbitration in
accordance with the Construction Industry Arbitration
Rules of the American Arbitration Association then
obtaining, subject to the limitations of the Article 16. This
agreement so to arbitrate and any other agreement or
consent to arbitrate entered into in accordance herewith as
provided in this Article 16 will be specifically enforceable
under the prevailing law of any court having jurisdiction.
16.2. No demand for arbitration of any claim, dispute
or other matter that is required to be referred to
ENGINEER initially for decision in accordance with
paragraph 9.11 will be made until the earlier of (a) the date
on which ENGINEER has rendered a written decision or
(b) the thirty-first day after the parries have presented their
evidence to ENGINEER if a written decision has not been
rendered by ENGINEER before that date. No demand for
arbitration of any such claim, dispute or other matter will
be made later than thirty days after the date on which
ENGINEER has rendered a written decision in respect
thereof in accordance with paragraph 9.11; and the failure
to demand arbitration within said thirty days' period will
result in ENGMER's decision being final and binding
upon OWNER and CONTRACTOR. If ENGINEER
renders a decision after arbitration proceedings have been
initiated, such decision may be entered as evidence but will
notsupersede the arbitration proceedings, except where the
decision is acceptable to the parties concerned. No demand
for arbitration of any written decision of ENGINEER
rendered in accordance with paragraph 9.10 will be made
later than ten days after the party making such demand has
delivered written notice of intention to appeal as provided
in paragraph 9.10.
16.3. Notice of the demand for arbitration will be
Filed in writing with the other party to the Agreement and
with the American Arbitration Association, and a copv will
be sent to ENGINEER for information. The demand for
arbitration will be made within the thirty -clay or ten-day
period specified in paragraph 162 as applicable, and in all
other cases within a reasonable time after the claim, dispute
or other matter in question has arisen, and in no event shall
any such demand be made after the date when institution of
legal or equitable proceedings based on such claun. dispute
or other matter in question would be bared by the
applicable statute of limitations.
RJCDC GENERAL CONDITIONS 1910-8 (1990 E:diticm)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 91199)
16.4. Except as provided in paragraph 16.5 below,
no arbitration arising out of or relating to the Contract
Documents shall include by consolidation, joinder or in any
other manner any other person or entity (including
ENGINEER, ENGINEER's Consultant and the officers,
directors, agents, employees or consultants of any of them)
who is not a party to this contract unless:
16.4.1. the inclusion of such other person or entity is
necessary if complete relief is to be afforded among
those who are already parties to the arbitration, and
16.4.2. such other person or entity is substantially
involved in a question of law or fact which is common
to those who are already parties to the arbitration and
which will arise in such proceedings, and
16.4.3. the written consent of the other person or
entity sought to be included and of OWNER and
CONTRACTOR has been obtained for such inclusion,
which consent shall make specific reference to this
paragraph; but no such consent shall constitute consent
to arbitration of any dispute not specifically described
in such consent or to arbitration with any party not
specifically identified in such consent.
16.5. Notwithstanding paragraph 16.4, if a claim,
dispute or other matter in question between OWNER and
CONTRACTOR involves the Work of a Subcontractor,
either OWNER or CONTRACTOR may join such
Subcontractor as a party to the arbitration between OWNER
and CONTRACTOR hereunder. CONTRACTOR shall
include in all subcontracts required by paragraph 6.11 a
specific provision whereby the Subcontractor consents to
being joined in an arbitration between OWNER and
CONTRACTOR involving the Work of such
Subcontractor. Nothing in this paragraph 16.5 nor in the
provision of such subcontract consenting to joinder shall
create any claim, right or cause of action in favor of
Subcontractor and against OWNER, ENGINEER or
ENGINEER's Consultants that does not otherwise exist.
16.6. The award rendered by the arbitrators will be
final, judgment may be entered upon it in any court having
jurisdiction thereof, and it will not be subject to
modification or appeal.
16.7. OWNER and CONTRACTOR agree that they
shall first submit any and all unsettled claims,
counterclaims, disputes and other matters in question
between them arising out of or relating to the Contract
Documents or the breach thereof ("disputes"), to mediation
by the American Arbitration Association under the
Construction Industry Mediation Rules of the American
Arbitration Association prior to either of them initiating
against the other a demand for arbitration pursuant to
paragraphs 16.1 through 16.6, unless delay in initiating
arbitration would irrevocably prejudice one of the parties.
The respective thirty and ten day time limits within which
to file a demand for arbitration as provided in paragraphs
16.2 and 16.3 above shall be suspended with respect to a
dispute submitted to mediation within those same
applicable time limits and shall remain suspended until ten
&vs after the termination of the mediation_ 'I he mediator
of any dispute submitted to mediation under this Agreement
shall not serve as arbitrator of such dispute unless otherwise
agreed.
GC -Al
ESCDC GENERAL CONDITIONS 1910-8 (1990 Edition)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/94)
GC -AI
SE
CONTRACT DOCUMENTS TABLE OF CONTENTS
Section Pages
BID INFORMATION
00020
Notice Inviting Bids
00020-1 - 00020-2
00100
Instruction to Bidders
00100-1 - 00100-9
00300
Bid Form
00300-1 - 00300-3
00400
Supplements to Bid Forms
00400-1
00410
Bid Bond
00410-1 - 00410-2
00420
Statements of Bidders Qualifications
00420-1 - 00420-3
00430
Schedule of Major Subcontractors
00430-1
CONTRACT DOCUMENTS
00500 Agreement Forms 00500-1
00510 Notice of Award 00510-0
00520 Agreement 00520-1 - 00520-6
00530 Notice to Proceed 00530-1
00600
Bonds and Certificates
00600-1
00610
Performance Bond
00610-1 - 00610-2
00615
Payment Bond
00615-1 - 00615-2
00630
Certificate of Insurance
00630-1
00635
Certificate of Substantial Completion
00635-1
00640
Certificate of Final Acceptance
00640-1
00650
Lien Waiver Release(Contractor)
00650-1 - 00650-2
00660
Consent of Surety
00660-1
00670
Application for Exemption Certificate
00670-1 - 00670-2
CONDITIONS OF THE CONTRACT
00700 General Conditions 00700-1 - 00700-34
Exhibit GC -A GC -Al - GC-A2
00800 Supplementary Conditions 00800-1 - 00800-2
00900 Addenda, Modifications, and Payment 00900-1
00950 Contract Change Order 00950-1 - 00950-2
00960 Application for Payment 00960-1 - 00960-4
GENERAL REQUIREMENTS
TECHNICAL SPECIFICATIONS
APPENDIX "A"- FOR INFORMATIONAL USE ONLY
SECTION 00800
SUPPLEMENTARY CONDITIONS
SECTION 00800
SUPPLEMENTARY CONDITIONS
Conditions of the Contract
These Supplementary Conditions amend or supplement the General Conditions of
the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with
City of Fort Collins modifications) and other provisions of the Contract
Documents as indicated below.
SC-5.4.8 Limits of Liability
A. Add the following language at the end of paragraph 5.4.8.
The limits of liability for the insurance required by the paragraph
numbers of the General Conditions listed below are as follows:
5.4.1 and 5.4.2
Coverage A - Statutory Limits
Coverage B - $100,000/$100,000/$500,000
5.4.3 and 5.4.5 Commercial General Liability policy will have limits of
$1,000,000 combined single limits (CSL). This policy will include
coverage for Explosion, Collapse, and Underground coverage unless waived
by the Owner.
5.4.6The Comprehensive Automobile Liability Insurance policy will have
limits of $1,000,000 combined single limits (CSL).
5.4.9This policy will include completed operations coverage/product
liability coverage with limits of $1,000,000 combined single limits
(CSL).
7/96 Section 00800 Page 1
SECTION 00900
ADDENDA, MODIFICATIONS AND PAYMENT
00950Contract Change Order
00960 Application for Payment
r me
SECTION 00950
CHANGE ORDER NO.
PROJECT TITLE:
CONTRACTOR:
PROJECT NUMBER:
DESCRIPTION:
1. Reason for change:
2. Description of Change:
3. Change in Contract Cost
4. Change in Contract Time:
ORIGINAL CONTRACT COST $ .00
TOTAL APPROVED CHANGE ORDER 0.00
TOTAL PENDING CHANGE ORDER 0.00
TOTAL THIS CHANGE ORDER 0.00
TOTAL o OF THIS CHANGE ORDER
TOTAL C.O.% OF ORIGNINAL CONTRACT
ADJUSTED CONTRACT COST $ 0.00
(Assuming all change orders approved)
ACCEPTED BY: DATE:
Contractor's Representative
ACCEPTED BY:
Project Manager
REVIEWED BY:
Title:
APPROVED BY:
Title:
APPROVED BY:
Purchasing Agent over $30,000
cc: City Clerk Contractor
Project File Architect
Engineer Purchasing
DATE:
DATE:
DATE:
DATE:
9/99 Section 00950 Page 1
NUMBER
1
2
3
OWNER: City of Fort Collins
ENGINEER:
CHANGE ORDERS
DATE
Net Change by Change Order
AMOUNT
$0.00
Section 00960
APPLICATION FOR PAYMENT
PROJECT: APPLICATION NUMBER:
APPLICATION DATE:
PERIOD BEGINNING:
CONTRACTOR: PERIOD ENDING:
Application is made for Payment as shown below in connection with Contract
The present status of the account for this Contract is as
follows:
Original Contract Amount:
Net Chanoe by Chanae Order:
Current contract Amount:
Total Completed and Stored to Date:
Less Previous Applications:
Amount Due this Application - Before Retainage:
Less Retainage:
AMOUNT DUE THIS APPLICATION:
CERTIFICATION:
The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with
the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the Contract.
The above Amount Due This Application is requested by the
CONTRACTOR.
Date:
By:
Payment of the above Amount Due This Application is recommended by the ENGINEER.
Date: By:
Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager.
Date: By: _
Payment of the above Amount Due This Application is approved by the OWNER.
9/997/96 Section 00960 Page 1
PAGE 1 OF 4
$0.00
$0.00
$0.00
APPLICATION FOR
CONTRACT AMOUNTS
PAYMENT
PAGE 2 OF 4
Work
Work
Work
Completed
Completed
Completed
Stored
This
Previous
To
Bid
Month
Periods
Date
Materials
Total
Item
This
Earned Percent
Unit
Number Description Quantity Units Price Amount
Qty.
Amount
Qty. Amount
Qty.
Amount
Period
To Date Billed
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
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TOTALS $0.00
$0.00
$0.00
$0.00
$0.00
7/96 Section 00960 Page 2
CHANGE ORDERS
APPLICATION FOR PAYMENT
PAGE 3 OF 4
Work
Work
Work Completed
Completed
Completed
Stored
This
Previous
To
Bid
Month
Periods
Date
Materials
Total
Item
This
Earned Percent
Unit
To
Number Description Quantity Units
Price Amount
Qty. Amount
Qty. Amount
Qty.
Amount
Period
Date Billed
$0.00
$0.00
$0.00
$0.00
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1 $0.00
$0.00
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TOTALS CHANGE ORDERS
$0.00
$0.00
$0.00
$0.00
$0.00
PROJECT TOTALS
$0.00
$0.00
$0.00
$0.00
$0.00
7/96 Section 00960 Page 3
STORED MATERIALS
SUMMARY
On Hand Received Installed
Item Invoice Previous This This
Number Number Description Application Period Period
PAGE 4 OF 4
On Hand
This
Application
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$0.00
$0.00
TOTALS $0.00 $0.00
$0.00 $0.00
7/96 Section 00960 Page 4
Harmony and Ziegler Road Improvements
Date: May 14, 2007
HARMONY AND ZIEGLER ROAD IMPROVEMENTS
FRONT RANGE VILLAGE DEVELOPMENT
The Engineers Joint Contract Documents Committee General Conditions govern the construction of this contract.
The following General Requirements supplement these General Conditions.
PROJECT GENERAL REQUIREMENTS
TABLE OF CONTENTS
SECTION PAGE
01010 SUMMARY OF WORK............................................................................................General Reqs. 2-3
01040 COORDINATION...................................................................................................... General Reqs. 4-5
01310
CONSTRUCTION SCHEDULES..............................................................................General
Reqs.
6-7
01330
SURVEY DATA — (Contractor Supplied)..................................................................General
Reqs.
8
01340
SHOP DRAWINGS....................................................................................................General
Reqs.
9-11
01410
TESTING....................................................................................................................General
Reqs.
12-13
01510
TEMPORARY UTILIITIES.......................................................................................
General Reqs.
14
01560
TEMPORARY CONTROL........................................................................................General
Reqs.
15-16
01570
TREE PROTECTION................................................................................................General
Reqs.
17-18
01580
TRAFFIC REGULATION — (Contractor Supplied) ..................................................General
Reqs.
19-20
01700
CONTRACT CLOSEOUT........................................................................................General
Reqs.
21
01711
SITE CLEANUP........................................................................................................General
Reqs.
22
01720
PROJECT RECORD DOCUMENTS........................................................................General
Reqs.
23
General Reqs. - 1
Harmony and Ziegler Road Improvements
SECTION 01010
SUMMARY OF WORK
1.1 DESCRIPTION OF WORK
A. The Work shall consist of the construction of the outlined improvements:
Date: May 14, 2007
1. Harmony Road: Improvements for widening Harmony Road from Union Pacific Railroad Tracks
on Harmony and going east past the Harmony and Ziegler Intersection to Technology Parkway. The
improvements for this project will widen Harmony Road to 6-lane arterial road standards. The work
will include widening the existing asphalt, installing landscaped medians, and installing a Portland
Cement Concrete intersection at Harmony and Ziegler. Median inlets and storm sewer pipe will also
be installed to drain the road surface. Harmony Road paving will consist of full depth pavement
sections and leveling courses on the existing wearing surface. Harmony Road will not have an
asphalt overlay with this contract.
2. Ziegler Road: Improvements for widening Ziegler Road from Harmony Road to Horsetooth. The
improvements for this project will widen Ziegler Road to a 4-lane arterial arterial standard. The
work will consist of removal of curb and gutter, concrete sidewalk, pipe of various sizes, and
installing new vertical curb and gutter, inlets, sidewalk, and landscaped medians. Ziegler Road
paving will consist of full -depth paving in the widened areas and a minor asphalt overlay.
B: Protection and Restoration.
1. Replace to equal or better conditions all items removed and replaced or damaged during construction.
2. Restore all areas disturbed to match surrounding surface conditions.
3. The Owners Field Representative must approve the condition of all replaced and/or restored areas
prior to final payment
1.2 NOTICES TO PRIVATE OWNERS AND AUTHORITIES
The following items shall be coordinated between the Contractor and the Owners Field Representative.
A. Notify private owners of adjacent properties, utilities, irrigation canals, and affected governmental agencies
when prosecution of the Work may affect them.
B. Give notification 48 hours in advance to enable affected persons to provide for their needs when it is
necessary to temporarily deny access or services.
C. Contact utilities at least 48 hours prior to excavating near underground utilities.
D. Contact all agencies at least 72 hours prior to start of construction. Notify all agencies of the proposed
scope of work schedule and any items, which would affect their daily operation.
E. Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractor's
convenience.
General Reqs. - 2
SECTION 00020
INVITATION TO BID
07/2001 Section 00020 Page 2
Harmony and Ziegler Road Improvements
UTILITIES
Water:
Storm Sewer:
Sanitary Sewer:
Electric:
Gas/Electric:
Telephone:
Traffic Operations:
Cable Television:
Railroad Crossings
PRPA
Irrigation
*Utility Locates
City of Fort Collins
City of Fort Collins, Colorado
City of Fort Collins
City of Fort Collins
Xcel Energies
Qwest Communications
City of Ft. Collins, Colorado
Comcast Cable
Omni Tracks -Great Western Railroad
PRPA
Cargill Specialty Ganola Oils
Under A One -call @ system
AGENCIES
Occupational Safety & Health Administration
Poudre Fire Authority
City of Fort Collins Police Department
Larimer County Sheriffs Department
Postmaster: US Postal Service
Ambulance: Poudre Valley Hospital
Transportation:
(OSHA):
844-3061
Non -Emergency:
221-65 81
Non -Emergency:
22 l -6550
Non -Emergency:
221-7177
Bill Adams:
225-4111
Non -Emergency:
484-1227
Transfort:
221-6620
Traffic Engineering:
221-6630
END OF SECTION
General Reqs. - 3
Date: May W, 2007
221-6700
2216700
221-6700
221-6700
225-7847
377-6411
221-6630
484-7166
1-303-398-4505
229-5222
219-2462
1-800-922-1987
Emergency: 911
Emergency: 911
Emergency: 911
Emergency: 911
Harmony and Ziegler Road Improvements
SECTION 01040
COORDINATION
1.1 GENERAL CONTRACTOR RESPONSIBILITIES
Date: May 14, 2007
A. Coordinate operations under contract in a manner, which will facilitate progress of the Work. The
Contractor shall also coordinate with the Utility Companies and City Traffic Department whose Work is
separate from the General Contractor's contract.
B. Conform to the requirements of public utilities and concerned public agencies in respect to the timing and
manner of performance of operations which affect the service of such utilities, agencies, or public safety.
C. Coordinate operations under contract with utility work to allow for efficient completion of the Work.
D. Coordinate all operations with the adjoining property owners, business owners, and surrounding
neighborhoods to provide satisfactory access at all times and keep them informed at all times.
E. Keep traffic areas and temporary residential accesses free of excavated material, construction equipment,
pipe and other material and equipment.
F. Keep fire hydrants and utility control valves free from obstruction and available for use at all times.
G. Conduct operations in a manner to avoid unnecessary interference with public and private roads and drives.
H. Provide and maintain temporary approaches or crossings at streets and residences.
1.2 SCHEDULE AND MILESTONES
The Contractor shall submit a detailed project schedule showing milestones and the critical path for
Harmony and Ziegler Road Improvements — Front Range Development Project. This schedule shall be
agreed to by both the Owner and Contractor. It shall be made in writing and signed by both parties.
Significant Milestone: Sunday, August 19, 2007
The following improvements must be completed prior to the beginning of the 2007 Fall school year:
A. The concrete intersection at Ziegler/Harmony needs to be reopened to all traffic movements. Any
remaining work in the intersection will have to utilize lane drops while maintaining through and
turning movements at the intersection.
B. The Corbett/Harmony intersection needs to be reopened to all traffic movements. Any remaining
work at the intersection will have to utilize lane drops while maintaining through and turning
movements at the intersection.
C. At a minimum, Harmony Road and Ziegler Road need to be maintained as one lane each direction
at all times after August 19, 2007.
The progress schedule shall be monitored closely during construction and may be updated by written
agreement of the parties as changes occur in the project progress. If the milestones are not met, the Owner
may utilize the remedies provided in paragraph 15.6 of the Supplementary Conditions as well as any other
remedy provided by the Contract Documents or provided by law or equity. The Owner may also assess
liquidated damages as outlined in Article 3, Section 3.2 of the Agreement.
General Reqs. - 4
Harmony and Ziegler Road Improvements
1.3 CONFERENCES
Date: May 14, 2007
A. A Pre -construction Conference will be held prior to the start of construction.
1. Contractor shall participate in the conference accompanied by all major Subcontractors.
2. Contractor shall designate/introduce Superintendent, and major Subcontractors supervisors assigned to
project.
3. Contractor shall submit in writing proposed daily construction hours to Engineer for approval.
4. Contractor shall designate all access roads and parking areas in writing to the Engineer for approval.
5. The Engineer shall invite all utility and irrigation companies involved.
6. The Utilities will be asked to designate their coordination person, provide utility plans, and their
anticipated schedules.
7. The Engineer shall introduce the Project Representatives.
B. Additional project coordination conferences will be held prior to start of construction for coordination of
the Work, refining project schedules, and utility coordination.
C. The Engineer may hold coordination conferences, to be attended by all parties involved, when the
Contractor's operations affect, or are affected by, the work of others.
1. Contractor shall participate in such conferences accompanied by Subcontractors as required by the
Engineer.
1.4 PROGRESS MEETINGS
A. Contractor and Project Manager shall schedule and hold regular progress meetings at least weekly and at
other times as requested by the Engineer or required by the progress of the Work.
B. Attendance shall include:
1. Contractor and Superintendent.
2. Owner's Representatives.
3. Engineer and Project Manager.
4. Others as may be requested by Contractor, Engineer or Owner.
C. Minimum agenda shall include:
1. Review of work progress since last meeting.
2. Identification and discussion of problems affecting progress.
3. Review of any pending change orders.
4. Revision of Construction Schedule as appropriate.
5. Review Milestone Schedule.
6. Discuss the work scheduled for the next two weeks.
7. Discuss the surveying needed for the next week.
D. The Engineer or a Project Representative shall preside at meetings and record and distribute minutes to the
participants.
E. The Engineer or Engineer's Field Representative and Contractor shall agree to weekly quantities at the
progress meetings. The weekly quantity sheets shall be signed by both parties. These quantity sheets,
when signed, shall be final and shall be the basis for the monthly progress estimates. This process ensures
accurate monthly project pay estimates.
END OF SECTION
General Reqs. - 5
Harmony and Ziegler Road Improvements
SECTION 01310
CONSTRUCTION SCHEDULES
1.1 GENERAL
Date: May 14, 2007
A. The contractor shall prepare a detailed schedule of all construction operations and procurement after review
of tentative schedule by parties attending the pre -construction conference. This schedule will show how
the contractor intends to meet the milestones set forth.
1. No work is to begin at the site until Owner's acceptance of the Construction Progress Schedule and
Report of delivery of equipment and materials.
1.2 FORMAT AND SUBMISSIONS
A. Prepare construction and procure schedules in a graphic format suitable for displaying scheduled and actual
progress.
B. Submit two copies of each schedule to Owner for review.
1. Owner will return one copy to Contractor with revisions suggested or necessary for coordination of the
Work with the needs of Owner or others.
C. The schedule must show how the street, water line, concrete and paving work will be coordinated.
1.3 CONTENT
A. Construction Progress Schedule.
1. Show the complete work sequence of construction by activity and location.
2. Show changes to traffic control.
3. Show project milestones.
B. Equipment, Materials and Submittals schedule.
1. Show delivery status of critical and major items of equipment and materials.
2. Include a critical path schedule for Shop Drawings, tests, and other submittal requirements for
equipment and materials, reference Section 01340.
1.4 PROGRESS REVISIONS
A. Submit revised schedules and reports at weekly project coordination meetings when changes are foreseen,
when requested by Owner or Engineer, and with each application for progress payment.
B. Show changes occurring since previous submission.
1. Actual progress of each item to date.
2. Revised projections of progress and completion.
C. Provide a narrative report as needed to define:
l . Anticipated problems, recommended actions, and their effects on the schedule.
2. The effect of changes on schedules of others.
General Reqs. - 6
Harmony and Ziegler Road Improvements
1.5 OWNER'S RESPONSIBILITY
Date: May 14, 2007
A. Owner's review is only for the purpose of checking conformity with the Contract Documents and assisting
the Contractor in coordinating the Work with the needs of the Project.
B. It is not to be construed as relieving Contractor from any responsibility to determine the means, methods,
techniques, sequences and procedures of construction as provided in the General Conditions.
END OF SECTION
General Reqs. - 7
Harmony and Ziegler Road Improvements
SECTION 01330
SURVEY DATA
1.1 SURVEY REQUIREMENTS
Date: May 14, 2007
A. The Owner will not provide the construction surveying for the Project. The Contractor will be responsible
to provide the surveying required on this project.
B. The Owner will make the projects CAD drawings available to the Contractor upon request.
C. The Contractor must submit a survey request to the Surveyors a minimum of 48 hours prior to needing
surveying work done.
D. If the requested surveying cannot be accomplished in the time frame requested by the Contractor, the
survey personnel shall notify the contractor with the date on which the requested work will be completed.
E. Should a sudden change in the Contractor's operations or schedule require the survey personnel to work
overtime, the Contractor shall pay the additional overtime expense.
F. The Contractor shall protect all survey monuments and construction stakes. If it is unavoidable to remove a
survey monument or construction stakes, the Contractor is responsible for notifying the Surveyor and
allowing enough time for the monuments or stakes to be relocated. The Contractor will be responsible for
the cost of restaking construction stakes and for the cost of re-establishing a destroyed monument.
G. The Contractor shall be responsible for transferring the information from the construction stakes to any
necessary forms and for constructing all pipelines, drainage ways, pavements, inlets, walls, and other
structures and items in accordance with the information on the stakes and grade sheets supplied by the
Owner.
END OF SECTION
General Reqs. - 8
Harmony and Ziegler Road Improvements
SECTION 01340
SHOP DRAWINGS
1.1 GENERAL
Date: May 14, 2007
A. Submit Shop Drawings, Samples, and other submittals as required by individual specification sections.
1. The Engineer will not accept Shop Drawings or other submittals from anyone but the Contractor.
B. Schedule: Reference Section 01310, Construction Schedules. Submittals received by the Engineer prior to
the time set forth in the approved schedule will be reviewed at any time convenient to the Engineer before
the time required by the schedule.
C. Any need for more than one resubmission, or any other delay in obtaining the Engineer's review of
submittals, will not entitle the Contractor to an extension of the Contract Time, unless delay of the Work is
directly caused by failure of the Engineer to return any scheduled submittal within 10 days after receipt in
his office of all information required for review of the submittals or for any other reason which prevents the
Engineer's timely review. Failure of Contractor to coordinate submittals that must be reviewed together
will not entitle the Contractor to an extension of Contract Time or an increase in Contract Price.
D. Resubmit a corrected submittal if errors are discovered during manufacture or fabrication.
E. Do not use materials or equipment for which Shop Drawings or samples are required until such submittals,
stamped by the Contractor and properly marked by the Engineer, are at the site and available to workmen.
F. Only use Shop Drawings which bear Engineer's mark "NO EXCEPTION TAKEN" in the performance of
the Work.
Review status designations listed on Engineer's submittal review stamp are defined as follows:
1. NO EXCEPTION TAKEN
Signifies material or equipment represented by the submittal conforms to the design concept, complies with
the information given in the Contract Documents and is acceptable for incorporation in the Work.
Contractor is to proceed with fabrication or procurement of the items and with related work. Copies of the
submittal are to be transmitted for final distribution.
2. REVISE AS NOTED
Signifies material or equipment represented by the submittal conforms to the design concept, complies with
the information given in the Contract Documents and is acceptable for incorporation in the Work in
accordance with Engineer's notations. Contractor is to proceed with the Work in accordance with
Engineer's notations and is to submit a revised submittal responsive to notations marked on the returned
submittal or written in the letter of transmittal.
3. REJECTED
Signifies material or equipment represented by the submittal does not conform to the design concept or
comply with the information given in the Contract Documents and is not acceptable for use in the Work.
Contractor is to submit submittals responsive to the Contract Documents.
General Reqs. - 9
Harmony and Ziegler Road Improvements
Date: May 14, 2007
4. FOR REFERENCE ONLY
Signifies submittals which are for supplementary information only; pamphlets, general information sheets,
catalog cuts, standard sheets, bulletins and similar data, all of which are useful to Engineer or Owner in
design, operation, or maintenance. But these submittals do not constitute a basis for determining that items
represented thereby conform to the design concept or comply with the information given in the Contract
Document. The Engineer reviews such submittals for general information, but not for substance.
1.2 SUBMITTAL REGISTER
A. The Contractor shall complete the Submittal Register and submit with the Final Construction Schedule
submittal. The Contractor must resubmit an updated Submittal Register with each application for progress
payment. A format of the Submittal Register is provided below, Contractor should reproduce this format,
(or an approved alternate) for this register.
B. Instructions for Completing the Submittal Register:
Column 1: References, specification section, and paragraph in which submittal is requested. This will be
done for each item of equipment or material.
Column 2: Describe types of submittal required, i.e., shop drawing, certificate, etc.
Column 3: List the material or item for which submittal is required.
Column 4: Contractor shall provide the date that he intends to make each submittal.
Column 5: Contractor shall provide that date by which each submittal must be approved to accomplish
timely incorporation into the project.
Column 6: Contractor shall provide the mailing date of the initial submittal made to the Owner.
Column 7: Contractor shall record the review action of the Owner to the last submittal for the item,
equipment, or material.
Column S: Contractor shall record the mailing date of subsequent submittal for each item, equipment,
and material until submittal is accepted by Owner.
Column 9: Contractor may record remarks as necessary to coordinate with other submittal or provide
necessary information.
1.3 SHOP DRAWINGS
A. Include the following information as required to define each item proposed to be furnished.
1. Detailed installation drawings showing foundation details and clearances required for construction.
2. Relation to adjacent or critical features of the Work or materials.
3. Field dimensions, clearly identified as such.
4. Applicable standards, such as ASTM or Federal Specification numbers.
5. Drawings, catalogs or parts thereof, manufacturer's specifications and data, instructions, performance
characteristics and capacities, and other information specified or necessary:
a. For Engineer to determine that the materials and equipment conform to the design concept and
comply with the intent of the Contract Documents.
b. For the proper erection, installation, and maintenance of the materials and equipment which
Engineer will review for general information but not for substance.
c. For Engineer to determine what supports, anchorages, structural details, connections and services
are required for materials and equipment, and the effect on contiguous or related structures,
materials and equipment.
6. Complete dimensions, clearances required, design criteria, materials of construction and the like to
enable Engineer to review the information effectively.
General Reqs. - 10
Harmony and Ziegler Road Improvements
Date: May 14, 2007
B. Manufacturer's standard drawings, schematics and diagrams:
1. Delete information not applicable to the Work.
2. Supplement standard information to provide information specifically applicable to the Work.
C. Format.
1. Present in a clear and thorough manner.
2. Minimum sheet size: 8 1/2" x 11".
3. Clearly mark each copy to identify pertinent products and models.
4. Individually annotate standard drawings, which are furnished, cross out items that do not apply,
describe exactly which parts of the drawing apply to the equipment being furnished.
5. Individually annotate catalog sheets to identify applicable items.
6. Reproduction or copies of portions of Contract Documents:
a. Not acceptable as complete fabrication or erection drawings.
b. Acceptable when used as a drawing upon which to indicate information on erection or to identify
detail drawings.
7. Clearly identify the following:
a. Date of submission.
b. Project title and number.
c. Names of Contractor, Supplier and Manufacturer.
d. Specification section number, specification article number for which items apply, intended use of
item in the work, and equipment designation.
e. Identify details by reference to sheet, detail, schedule or room numbers shown in the Contract
Documents.
f. Deviations from Contract Documents.
g. Revisions on resubmittals.
h. Contractor's stamp, initialed or signed, certifying the review of submittal, verification of products,
field measurements and field construction criteria, and coordination of the information within the
submittal with requirements of the Work and the Contract Documents.
1.4 SUBMISSION REQUIREMENTS
A. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no
delay in the Work or in the work of any other contractor.
B. Minimum number required:
1. Shop Drawings.
a. Three (3) copies minimum, two (2) copies which will be retained by Engineer.
1.5 RESUBMISSION REQUIREMENTS
A. Make corrections or changes required by Engineer and resubmit until accepted.
B. In writing, call Engineer's attention to deviations that the submittal may have from the Contract Documents.
C. In writing, call specific attention to revisions other than those called for by Engineer on previous
submissions.
D. Shop Drawings
1. Include additional drawings that may be required to show essential details of any changes proposed by
Contractor along with required wiring and piping layouts.
END OF SECTION
General Reqs. - 11
Harmony and Ziegler Road Improvements Date: May 14, 2007
SECTION 01410
TESTING
1.1 GENERAL
A. Provide such equipment and facilities as the Engineer may require for conducting field tests and for
collecting and forwarding samples. Do not use any materials or equipment represented by samples until
tests, if required, have been made and the materials or equipment are found to be acceptable. Any product,
which becomes unfit for use after approval hereof, shall not be incorporated into the work.
B. All materials or equipment proposed to be used may be tested at any time during their preparation or use.
Furnish the required samples without charge and give sufficient notice of the placing of orders to permit the
testing. Products may be sampled either prior to shipment or after being received at the site of the work.
C. Tests shall be made by an accredited testing laboratory selected by the Owner. Except as otherwise
provided, sampling and testing of all materials and the laboratory methods and testing equipment shall be in
accordance with the latest standards and tentative methods of the American Society for Testing Materials
(ASTM).
D. Where additional or specified information concerning testing methods, sample sizes, etc., is required, such
information is included under the applicable sections of the Specifications. Any modification of, or
elaboration on these test procedures (which may be included for specific materials under their respective
sections in the Specifications) shall take precedence over these procedures.
1.2 OWNER'S RESPONSIBILITIES
A. Owner shall be responsible for and shall pay all costs in connection with testing for the following:
1. Soil tests, except those called for under Submittals thereof.
2. Tests not called for by the Specifications of materials delivered to the site but deemed necessary by
Owner.
3. Concrete tests, except those called for under Submittals thereof.
4. Asphalt tests, except those called for under Submittals thereof.
1.3 CONTRACTOR'S RESPONSIBILITIES
A. In addition to those inspections and tests called for in the General Conditions, the Contractor shall also be
responsible for and shall pay all costs in connection with testing required for the following:
1. All performance and field testing specifically called for by the specifications.
2. All re -testing for Work or materials found defective or unsatisfactory, including tests covered under
section 1.2 above.
3. All minimum call out charges or stand by time charges from the tester due to the Contractor's failure to
pave, pour, or fill on schedule for any reason except by action of the Engineer.
B. Contractor shall notify the Project Engineer 48 hours prior to performing an operation that would require
testing.
General Reqs. - 12
SECTION 00020
INVITATION TO BID
Date: May 15, 2007
Sealed Bids will be received by the City of Fort Collins (hereinafter referred
to as OWNER), at the office of the Purchasing Division, 3:00 P.M., our clock,
on June 12, 2007, for the Harmony and Ziegler Road Improvements - Front Range
Village Development; BID NO. 6055. If delivered, they are to be delivered to
215 North Mason Street, 2°d Floor, Fort Collins, Colorado, 80524. If mailed,
the mailing address is P. 0. Box 580, Fort Collins, CO 80522-0580.
At said place and time, and promptly thereafter, all Bids that have been duly
received will be publicly opened and read aloud.
The Contract Documents provide for the construction of Bid 6055 Harmony and
Ziegler Road Improvements - Front Range Village Development:
1. Harmony Road: Improvements for widening Harmony Road from Union Pacific
Railroad Tracks on Harmony and going east past the Harmony and Ziegler
Intersection to Technology Parkway. The improvements for this project
will widen Harmony Road to 6-lane arterial road standards. The work will
include widening the existing asphalt, installing landscaped medians, and
installing a Portland Cement Concrete intersection at Harmony and Ziegler.
Median inlets and storm sewer pipe will also be installed to drain the
road surface. Harmony Road paving will consist of full depth pavement
sections and leveling courses on the existing wearing surface. Harmony
Road will not have an asphalt overlay with this contract.
2. Ziegler Road: Improvements for widening Ziegler Road from Harmony Road
to Horsetooth. The improvements for this project will widen Ziegler
Road to a 4-lane arterial arterial standard. The work will consist of
removal of curb and gutter, concrete sidewalk, pipe of various sizes, and
installing new vertical curb and gutter, inlets, sidewalk, and landscaped
medians. Ziegler Road paving will consist of full -depth paving in the
widened areas and a minor asphalt overlay.
The Contractor will provide Traffic Control and Construction Surveying.
The Contractor will be required to work with our traffic control
supervisor. This project will be done under a variety of partial closures
and single lane closures.
All Bids must be in accordance with the Contract Documents on file with The
City of Fort Collins, 215 North Mason St., 2nd floor, Fort Collins, Colorado
80524.
Contract Documents will be available May 15, 2007.
A prebid conference and job walk with representatives of prospective Bidders
will be held at 1:00 P.M., on May 30, 2007, at 281 N. College Ave, Conference
Room A in Fort Collins.
07/2001 Section 00020 Page 1
Harmony and Ziegler Road Improvements Date: May 14, 2007
1.4 CONTRACTOR'S QUALITY CONTROL SYSTEM
A. General: The Contractor shall establish a quality control system to perform sufficient inspection and tests
of all items of Work, including that of his subcontractors, to ensure conformance to the functional
performance of this project. This control shall be established for all construction except where the Contract
Documents provide for specific compliance tests by testing laboratories or engineers employed by the
Owner. The Contractor's control system shall specifically include all testing required by the various
sections of these Specifications.
B. Superintendence: The Contractor SHALL employ a full time Superintendent to monitor and coordinate
all facets of the Work. Superintendent shall be on site when work is in progress (i.e. weekend work). The
Superintendent shall have adequate experience to perform the duties of Superintendent.
C. Quality Control: Contractor's quality control system is the means by which he assures himself that his
construction complies with the requirements of the Contract Documents. Controls shall be adequate to
cover all construction operations and should be keyed to the proposed construction schedule.
D. Records: Maintain correct records on an appropriate form for all inspections and tests performed,
instructions received from the Engineer and actions taken as a result of those instructions. These records
shall include evidence that the required inspections or tests have been performed (including type and
number of inspections or test, nature of defects, causes for rejection, etc.) proposed or directed remedial
action, and corrective action taken. Document inspections and tests as required by each section of the
Specifications. Provide copies to the Engineer weekly.
END OF SECTION
General Reqs. - 13
Harmony and Ziegler Road Improvements
SECTION 01510
TEMPORARY UTILITIES
1.1 UTILITIES
A. Furnish all utilities necessary for construction.
Date: May 14, 2007
B. The Contractor will be responsible for furnishing water in reasonable amounts for execution of the
work. The Contractor shall coordinate and schedule with the Owners' Field Representative for the Elco
Water District to select the appropriate fire hydrant and set the hydrant meter.
C. Make arrangements with Owner as to the amount of water required and time when water will be needed.
1. Owner will fix the place, time, rate and duration of each withdrawal from the distribution system.
2. Unnecessary waste of water will not be tolerated.
D. Furnish necessary water trucks, pipes, hoses, nozzles, and tools and perform all necessary labor.
1. Only Owner shall operate existing valves and hydrants.
1.2 SANITARY FACILITIES
A. Contractor shall furnish temporary sanitary facilities at each site for the needs of construction workers and
others performing work or furnishing services on the Project. Furnish a minimum of two portable toilets at
the trailers (if office trailers are required) and a minimum of one at each project work site or as required to
accommodate the number of personnel working on site.
B. Contractor shall properly maintain sanitary facilities of reasonable capacity throughout construction
periods.
C. Contractor to enforce the use of such sanitary facilities by all personnel at the site.
D. Place facilities out of public view using the greatest practical extent.
END OF SECTION
General Reqs. - 14
Harmony and Ziegler Road Improvements
SECTION 01560
TEMPORARY CONTROLS
1.1 NOISE CONTROL
Date: May 14, 2007
A. Take reasonable measures to avoid unnecessary noise when construction activities are being performed in
populated areas.
B. Construction machinery and vehicles shall be equipped with practical sound muffling devices, and operated
in a manner to cause the least noise consistent with efficient performance of the Work.
C. Cease operation of all machinery and vehicles between the hours of 7:00 p.m. and 7:00 a.m. Due to the
aggressive schedule that this project entails, exceptions will be made. The City of Fort Collins will require
written requests for exception to be submitted to the Project Engineer 3 days prior to work.
1.2 DUST CONTROL
A. Dusty materials in piles or in transit shall be covered when necessary to prevent blowing.
B. Earth and road surfaces subject to dusting due to construction activities and detouring of traffic shall be
kept moist with water or by application of a chemical dust suppressant. Chemical dust suppressant shall not
be injurious to existing or future vegetation.
C. Dust control within the lime deposit area shall conform to the project's health and safety plan. At a
minimum, the lime area shall be covered as soon as possible after compaction has been obtained to
minimize surface drying and dust. Dust control for this area may involve multiple watering and/or
continuous watering to maintain a moist surface.
1.3 POLLUTION CONTROL
A. Prevent the pollution of drains and watercourses by sanitary wastes, concrete, sediment, debris and other
substances resulting from construction activities.
1. Retain all spent oils, hydraulic fluids and other petroleum fluids in containers for disposal off the site.
2. Prevent sediment, debris or other substances from entering sanitary sewers, storm drains and culverts.
1.4 EROSION CONTROL
A. Take such measures as are necessary to prevent erosion of soil that might result from construction
activities.
Measures in general will include:
1. Control of runoff
2. Trapping of sediment
3. Minimizing area and duration of soil exposure
4. Temporary materials such as hay bales, sandbags, plastic sheets, riprap or culverts to prevent the
erosion of banks and beds of watercourses or drainage swales where runoff will be increased due to
construction activities.
B. Preserve natural vegetation to greatest extent possible.
C. Locate temporary storage and route construction traffic so as to preserve vegetation and minimize erosion.
General Reqs. - 15
Harmony and Ziegler Road Improvements
Date: May 14, 2007
D. Comply with the City of Fort Collins' Storm Drainage Erosion Control Manual and Plan.
1.5 SECURITY
A. Contractor is responsible for protection of the site and all Work, materials, equipment and existing facilities
thereon, against vandalism.
B. No claim will be made against the Owner by reason of any act of an employee or trespasser, and the
Contractor shall make good all damage resulting from his failure to provide security measures as specified.
C. Security measures will be instituted to protect owners of existing facilities during normal operation, but
will also include such additional security fencing, barricades, lighting, watchman services or other
measures as Contractor feels is required to protect the site.
END OF SECTION
General Reqs. - 16
Harmony and Ziegler Road Improvements
SECTION 01570
TREE PROTECTION
Date: May 14, 2007
A. Tree Barriers:
All trees which will be preserved, but are within the limits of construction, must be protected from all
damage associated with construction. A sturdy, physical barrier (fluorescent orange in color) must be fixed
in place around each tree for the duration of construction. This barrier will be placed no closer than six (6)
feet from the trunk, or one-half of the drip line, whichever is greater. The barrier itself must be fixed so it
cannot be moved easily, but the material can be flexible, such as orange safety fence attached to metal T-
posts driven into the ground, but must act as an effective deterrent to deliberate or accidental damage of
each tree. The Project Engineer or Manager must approve actual materials and location of barrier.
The movement or storage of equipment, material, debris, or fill within these required protective barriers is
completely prohibited.
In situations where the construction will come closer to a tree than six (6) feet, the orange barrier must still
be erected. However, additional padding must be placed around the trunk of each tree starting at ground
level and proceeding up the trunk to a height of six or seven feet. Padding should be a minimum eight (8)
inches thick, and made of a material strong enough to protect the bark from accidental impacts with hand
tools or power equipment.
B. Accidental Poisoning:
During the construction, the Contractor shall not cause, or permit the cleaning of equipment or material
within the root zone of any tree. The Contractor shall not store or dispose of waste material including, but
not limited to; paints, solvents, asphalt, concrete, mortar, or any other material harmful to the life of a tree,
within the root zone of each tree, or group of trees.
C. Root Pruning Specifications:
When the cutting of tree roots is necessary, each final cut must be made as cleanly as possible for all roots
over three (3) inches in diameter using the following method:
1. The line of excavation will be drawn out and appropriate excavation equipment used to clear the area
at least six inches in front of the actual finished excavation line. Roots can then be cut using tools such
as axes, stump grinders, or trenchers.
2. Each root over three (3) inches in diameter will then be cut cleanly back to the excavation line using
stump grinder operated by an experienced licensed arborist. A sharp hand or bow saw is acceptable for
roots under three (3) inches in diameter. Axes and trenchers do not cut roots cleanly and will not be
used for final root cuts.
D. Contractor shall coordinate with the Owners' Field Representative prior to and during the tree
protection erection and root pruning activities. Owners' Field Representative, at his/her opinion,
will contact the City Forester and/or City Arborist for advice and approval of the tree protection
measures taken by the Contractor and also the City's advice and approval during the root pruning
activities.
E. No damaging attachments, wires, signs, permits or other objects may be fastened by any means to
any tree preserved on this project.
General Reqs. - 17
Harmony and Ziegler Road Improvements
Date: May 14, 2007
F. Violation of Specifications and Penalties for Damaging Trees:
Any violation of these specifications will lead to penalties based on the type of violation and/or the
resulting damages, and may be grounds for the termination of this contract.
The penalties will be assessed based on the amount of damage done and the total value of that tree, or
group of trees, prior to the damage. The minimum penalty will be $100.00. Penalties for any damage will
be based on the total value of the tree as determined by the City Forestry Division staff and the severity of
the damage as a proportion of the total value of that tree. This could include up to the full value of the tree.
As an example, there are two American Elm trees to be preserved on another project. They are
valued at $7,960 and $6,667 for the south and north trees respectively. The south tree is
approximately 100 inches in circumference; therefore each inch is worth one -hundredth of the
value, or $79.60 per inch. Similarly, the north tree is 91 inches in circumference, making each
inch worth $73.26. To extend this to penalties paid, if one inch of the bark on the south tree is
scuffed, the penalty would be $100 (the minimum allowed); if two inches are damaged, the penalty
would be $159.20 and so on up to 50% of the circumference of the trunk. If 50% or more is
damaged, the full value of the tree will be assessed as a penalty. (This example serves to illustrate
how damages will be assessed).
This method of assessing penalties will be applicable to all trees not marked for removal on the
project, accidental poisoning and improper pruning.
END OF SECTION
General Reqs. - 18
Harmony and Ziegler Road Improvements
SECTION 01580
TRAFFIC REGULATION
1.1 TRAFFIC CONTROL
Date: May 14, 2007
A. The traffic control for this project shall be the responsibility of the Contractor. Traffic control is
defined as the manpower and devices necessary to channelize vehicular and pedestrian traffic through the
project. A full-time Traffic Control Supervisor will be required on the project during all construction
operations.
B. The Contractor and/or Traffic Control Contractor must submit traffic control plans and coordinate all traffic
control with the City's Traffic Control Coordinator. The traffic control plans must be submitted and
approved 72 hours prior to starting construction and before making each modification.
C. Conformance: City of Fort Collins Work Area Traffic Control Handbook, Manual of Uniform Traffic
Control Devices (U.S. Dept. of Transportation), or applicable statutory requirements of authority having
jurisdiction.
D. The traffic access/control plan limitations for handling traffic for these projects are described below.
Harmony Road: The City of Fort Collins will allow the West -Bound Harmony Road traffic to be diverted
to the East -Bound travel lanes, thus maintaining one -lane in each direction on the South
side of Harmony Road. This closure will only be allowed for 35 calendar days. The
limits of this closure are '/ mile east of Harmony Ziegler to %4 mile west of Corbett Drive.
The closure will need to be approved by the City of Fort Collins Traffic Control
Coordinator.
Harmony Road: Single lane closures will be allowed for construction of the new lane additions and
median installations. These will be for both Eastbound and West Bound traffic.
Zeigler Road: The City of Fort Collins will allow the North Bound and South Bound through movements
and left turn movements to be closed at the Harmony/Ziegler intersection until August
19, 2007. When possible, the City will require right turn movements to be allowed onto
Ziegler and/or Harmony. The closure will need to be approved by the City of Fort
Collins Traffic Control Coordinator
Zeigler Road: Single lane closures will be allowed for construction of the new lane additions and median
installations. These will be for both Northbound and Southbound traffic.
Local
Residential
Access: Local access must be maintained at all times. City of Fort Collins will coordinate with the
developers so access can be kept open.
Any modifications to the traffic control plan must be approved by the City's Traffic Control
Coordinator and the Engineer.
E. Vehicle, bike and pedestrian access to all side streets and private drives shall be maintained at all times.
The Contractor will develop an access control plan in coordination with adjacent property owners, and
submit it in conjunction with the traffic control plan to the Engineer for approval prior to the start of any
Work. Pedestrian traffic shall be maintained at all times, utilizing temporary sidewalks when necessary.
General Reqs. - 19
Harmony and Ziegler Road Improvements
Date: May 14, 2007
F. The Contractor must work with the adjacent residents to provide and maintain sufficient access for them
during the duration of the project. It will be the Contractors responsibility to coordinate and communicate
with the residents during construction.
G. The Contractor must maintain, at their cost, access to all businesses during their business hours. It will be
the Contractors responsibility to coordinate and communicate with the businesses during construction.
H. The Contractor shall keep traffic areas free of excavated material, construction equipment, pipe, and
other materials and equipment.
I. The Contractor shall keep fire hydrants and utility control valves free from obstruction and available for
use at all times.
J. The Contractor shall provide and maintain, at their cost, temporary driveway approaches on driveways
open to traffic at all times to insure that the approaches are smooth, compacted, and will not prohibit or
inhibit the use of the driveway. The driveway approaches must be maintained seven days a week. In the
case of bad weather the Contractor must repair the driveways immediately following the storm and must
work to maintain access during the storm.
1.2 WORK AREA SAFETY
A. The Contractor shall maintain a safe work area and protect area residents, motorists, bicyclists, pedestrians,
and children from work area hazards.
B. The Contractor shall provide all work area safety control devices, such as barricades and safety fence
around all excavations and drop-offs.
C. Work area safety control devices will not be paid for separately. Cost for this equipment should be
included in the lump sum cost for the work items which will require work area safety control devices.
1.3 PARKING
A. Provide suitable parking areas for the use of all construction workers and others performing work or
furnishing services in connection with the Project so as to avoid interference with public traffic, Owner's
operations, or construction activities.
END OF SECTION
General Reqs. - 20
Harmony and Ziegler Road Improvements
SECTION 01700
CONTRACT CLOSEOUT
1.1 SUBSTANTIAL COMPLETION
Date: May 14, 2007
A. Substantial Completion for the Harmony and Ziegler Road Improvements — Front Range Development
Project shall be defined as the completion of all earthwork, pavement, concrete work, striping, signage,
landscaping, and any other pertinent items as required for this project. All driving lanes, bicycle lanes and
sidewalks must be open to traffic.
B. Substantial Completion dates or times are outlined in Section 00520 - Agreement.
1.2 FINAL COMPLETION
A. Final Completion shall be defined as the completion of all Work including cleanup, Project Record
Documents shall be turned over to the Owner, all punch list items completed, and all processing of all
change orders. The Work must be ready for final payment and acceptance.
B. Final Completion will be subject to the terms outlined in Section 00520 - Agreement.
END OF SECTION
General Reqs. - 21
Harmony and Ziegler Road Improvements
SECTION 01711
SITE CLEANUP
1.1 GENERAL
A. Execute cleanup, during progress of the Work, and at completion of the Work.
B. Adequate cleanup will be a condition for recommendation of progress payments.
1.2 DESCRIPTION
A. Store volatile wastes in covered metal containers and dispose off site.
Date: May 14, 2007
B. Provide on -site covered containers for the collection of waste materials, debris and rubbish.
C. Neatly store construction materials, such as concrete forms, when not in use.
D. Broom clean adjacent paved surfaces and rake other adjacent surfaces.
E. The streets adjacent to the construction area shall be cleaned of debris generated by the project by the
Contractor at the earliest opportunity, but in no case shall the street be left uncleaned after the completion
of the day's work. It shall be the Contractor's responsibility to provide the necessary equipment and
materials to satisfactorily clean the roadway at no additional cost to the project. The City's Street
Department will sweep the street at an approximate hourly rate of $70.00 for a minimum of 2 hours. The
Contractor must sign a Contract with the City Street Department prior to requesting street sweeping.
If the streets are not cleaned by the Contractor within 24 hours after having been given notice from
the Project Engineer, the Project Engineer will have the Streets Department sweep the streets at the
rates listed above and will back charge the Contractor for expenses incurred.
1.3 DISPOSAL
A. Wastes shall not be buried or burned on the site or disposed of into storm drains, sanitary sewers, streams
or waterways.
B. Remove waste materials, clearing materials, demolition materials, unsuitable excavated materials, debris
and rubbish from the site at least weekly and dispose of at disposal areas furnished by Contractor away
from the site.
END OF SECTION
General Reqs. - 22
The Contract Documents and Construction Drawings may be examined online at:
1. City of Fort Collins BuySpeed: https://secure2.fcgov.com/bso/login.jsp
2. Mercury-LDO Reprographics: www.mercurv-ldo.com
Copies of the Contract Documents, complete with Construction Specifications
and Drawings, may be viewed and purchased at:
1. Mercury LDO Reprograhics:
• FORT COLLINS: 422 S. Link Lane, Ft. Collins, CO 80524
Ph: 970-484-1201, Fax: 970-221-0404
• ENGLEWOOD: 9632 E. Arapahoe, Englewood, CO. 80112
Ph: 303-790-7169, Fax: 303-792-2936
• DENVER: 860 Bryant Street, Denver, CO. 80204
Ph: 303-893-8701, Fax: 303-893-0617
• COLORADO SPRINGS:11 E Las Vegas, Colorado Springs, CO. 80903
Ph: 719-231-8121, Fax: 719-633-5710
• LODO: 1660 Wynkoop Ste. 130, Denver, CO. 80202
Ph: 303-785-2520, Fax: 303-785-2522
• BOULDER: 2575 Pearl St. Unit C., Boulder, CO. 80302
Ph: 303-539-1350, Fax: 303-539-1356
2. Builders Exchange, 223 South Link Lane, Fort Collins, Colorado.
07/2001 Section 00020 Paqe 2
Harmony and Ziegler Road Improvements
SECTION 01720
PROJECT RECORD DOCUMENTS
1.1 GENERAL
A. Maintain at the site one record copy of:
1. Documents and samples called for in General Conditions 6.19.
2. Field Test Records.
3. Certificates of compliance.
1.2 MAINTENANCE OF DOCUMENTS AND SAMPLES
Date: May 14, 2007
A. File documents and samples in accordance with the specifications section numbers.
B. Maintain documents and samples in a clean, dry, legible condition and in good order. Do not use record
documents for construction purposes.
1.3 RECORDING
A. Label each document "PROJECT RECORD" in neat large printed letters.
B. Record information concurrently with construction progress.
1. Do not cover Work until required information is recorded.
C. Marking of Project Records.
1. Legible and with a dark pen or pencil.
2. Ink shall not be water based or subject to easy smearing.
D. Mark Drawings to record actual construction.
1. Field dimensions, elevations, and details.
2. Changes made by a Modification.
3. Details not on original Drawings.
4. Horizontal and vertical locations of underground utilities and appurtenances referenced to a minimum
of three permanent surface improvements.
5. Depths of various elements in relation to project datum.
6. Location of utilities and appurtenances concealed in the construction, referenced to visible and
accessible features of the structure.
1.4 SUBMISSION
A. Accompany submittal with transmittal letter in duplicate containing:
1. Date.
2. Project title and number.
3. Contractor's names, address, and telephone number.
4. Index containing title and number of each Record Document.
5. Signature of Contractor or his authorized representative.
END OF SECTION
General Reqs. - 23
Harmony and Ziegler Improvements
DIVISION 2 - SITEWORK
SECTION 02810
IRRIGATION
PART1-GENERAL
1.01 RELATED DOCUMENTS
May 14, 2007
Furnish all labor, materials, supplies, equipment, tools and transportation, and perform all operations in connection
with and reasonably incidental to the complete installation of the irrigation system, and guarantee/warranty as shown
on the drawings, the installation details, and as specified herein. Items of work specifically included are:
A. Procurement of all applicable licenses, permits, and fees including payment of all development, plant
investment, or any other fees and permits associated with the purchase and installation of the tap.
B. Coordination of Utility Locates ("Call Before You Dig").
C. Excavation, installation, and backfill of tap into municipal water line.
D. Excavation, installation, and backfill of water meter and vault.
E. Verification of existing static pressure.
F. Maintenance period.
G. Sleeving for irrigation pipe.
1.02 WORK NOT INCLUDED
Items of work specifically excluded or covered under other sections are:
A. Provision and connection of electrical power supply to the irrigation control system.
1.03 RELATED WORK
A. Division 2 - Site Work:
1. Section 02920 - Fine Grading and Soil Preparation.
2. Section 02931 - Seeding.
3. Section 02950 - Trees, Plants and Ground Cover.
1.04 SUBMITTALS
A. Deliver four (4) copies of all required submittals to the Owner's Representative within 15 days from the
date of Notice to Proceed.
B. Materials List: Include pipe, fittings, mainline components, water emission components, control system
components. Quantities of materials need not be included.
C. Manufacturers' Data: Submit manufacturers' catalog cuts, specifications, and operating instructions for
equipment shown on the materials list.
Irrigation Specs - 1
Harmony and Ziegler Improvements
May 14, 2007
D. Shop Drawings: Submit shop drawings called for in the installation details. Show products required for
proper installation, their relative locations, and critical dimensions. Note modifications to the installation
detail.
E. Project Record Drawings: Submit project record (as -built) drawings to Owner prior to commencement of
maintenance period (refer to specification section 3.11 for specific requirements).
1.05 RULES AND REGULATIONS
A. Work and materials shall be in accordance with the latest edition of the National Electric Code, the
Uniform Plumbing Code as published by the Western Plumbing Officials Association, and applicable laws
and regulations of the governing authorities.
When the contract documents call for materials or construction of a better quality or larger size than
required by the above -mentioned rules and regulations, provide the quality and size required by the contract
documents.
If quantities are provided either in these specifications or on the drawings, these quantities are provided for
information only. It is the Contractor's responsibility to determine the actual quantities of all material,
equipment, and supplies required by the project and to complete an independent estimate of quantities and
wastage.
1.06 TESTING
A. Notify the Owner's Representative three days in advance of testing.
B. Pipelines jointed with solvent -welded PVC joints shall be allowed to cure at least 24 hours before testing.
C. Subsections of mainline pipe may be tested independently, subject to the review of the Owner's
Representative.
D. Furnish clean, clear water, pumps, labor, fittings, and equipment necessary to conduct tests or retests.
E. Hydrostatic Pressure Test:
1. Subject mainline pipe to a hydrostatic pressure of 150 PSI for two hours. Test with mainline
components installed. A 2 PSI pressure variation is allowed. Backfill to prevent pipe from moving
under pressure. Expose couplings and fittings.
2. Leakage will be detected by visual inspection. Replace defective pipe, fitting, joint, valve, or
appurtenance. Repeat the test until the pipe passes test.
3. Cement or caulking to seal leaks is prohibited.
F. Operational Test:
1. Activate each remote control valve in sequence from controller. The Owner's Representative will
visually observe operation, water application patterns, and leakage.
2. Replace defective remote control valve, solenoid, wiring, or appurtenance to correct operational
deficiencies.
3. Replace, adjust, or move water emission devices to correct operational or coverage deficiencies.
4. Replace defective pipe, fitting, joint, valve, sprinkler, or appurtenance to correct leakage problems.
Cement or caulking to seal leaks is prohibited.
5. Repeat test(s) until each lateral passes all tests.
1.07 CONSTRUCTION REVIEW
Irrigation Specs - 2
Harmony and Ziegler Improvements
May 14, 2007
The purpose of on -site reviews by the Owner's Representative is to periodically observe the work in progress and the
Contractor's interpretation of the construction documents and to address questions with regards to the installation.
A. Scheduled reviews such as those for irrigation system layout or testing should be scheduled with the
Owner's Representative as required by these specifications.
B. Impromptu reviews may occur at any time during the project.
C. Final review will occur at the completion of the irrigation system installation and Record (As -Built)
Drawing submittal.
1.08 GUARANTEE / WARRANTY AND REPLACEMENT
The purpose of this guarantee/warranty is to insure that the Owner receives irrigation materials of prime quality,
installed and maintained in a thorough and careful manner.
A. For a period of one year from commencement of the formal maintenance period, guarantee/warranty
irrigation materials, equipment, and workmanship against defects. Fill and repair depressions. Restore
landscape or structural features damaged by the settlement of irrigation trenches or excavations. Repair
damage to the premises caused by a defective item. Make repairs within seven days of notification from the
Owner's Representative.
B. Contract documents govern replacements identically as with new work. Make replacements at no additional
cost to the contract price.
C. Guarantee/warranty applies to originally installed materials and equipment and replacements made during
the guarantee/warranty period.
END OF SECTION
Irrigation Specs - 3
Harmony and Ziegler Improvements
PART 2 - MATERIALS
2.01 QUALITY
May 14, 2007
Use materials which are new and without flaws or defects of any type, and which are the best of their class and kind.
2.02 SUBSTITUTIONS
Pipe sizes referenced in the construction documents are minimum sizes, and may be increased at the option of the
Contractor.
2.03 IRRIGATION TAP AND WATER METER
A. Provide materials required by local codes for installation of the municipal water tap and associated piping.
B. Provide materials required by local code for installation of the water meter and vault and associated piping.
2.04 SLEEVING
A. Sleeving beneath drives and streets shall be PVC Class 200 pipe with solvent welded joints.
B. Sleeving diameter: equal to twice that of the pipe or wiring bundle.
2.05 PIPE AND FITTINGS
A. Mainline Pine and Fittings:
1. Use rigid, unplasticized polyvinyl chloride (PVC) 1120, 1220 National Sanitation Foundation (NSF)
approved pipe, extruded from material meeting the requirements of Cell Classification 12454-A or
12454-B, ASTM Standard D1784, with an integral belled end.
2. Use Class 200, SDR-21, rated at 200 PSI, conforming to the dimensions and tolerances established by
ASTM Standard D2241. Use PVC pipe rated at higher pressures than Class 200 in the case of small
nominal diameters which are not manufactured in Class 200.
3. Use solvent weld pipe for mainline pipe with a nominal diameter less than 3-inches or where a pipe
connection occurs in a sleeve. Use Schedule 40, Type 1, PVC solvent weld fittings conforming to
ASTM Standards D2466 and D 1784. Use primer approved by the pipe manufacturer. Solvent cement
to conform to ASTM Standard D2564.
B. Lateral Pine and Fittines:
For drip irrigation laterals downstream of zone control valves, use UV radiation resistant polyethylene
pipe manufactured from Prime Union Carbide G-resin 7510 Natural 7 manufactured by Union Carbide
or a Union Carbide Licensee with a minimum of 2% carbon black, and minimum nominal pipe ID
dimension of 0.810" for 3/4 inch pipe.
Use PVC/compression line fittings compatible with the drip lateral pipe. Use tubing stakes to hold
above -ground pipe in place.
C. Specialized Pipe and Fittings:
1. Copper pipe: Use Type "K" rigid conforming to ASTM Standard B88.
Use wrought copper or cast bronze fittings, soldered or threaded per the installation details. Use a 95%
tin and 5% antimony solder.
2. Use a dielectric union wherever a copper -based metal (copper, brass, bronze) is joined to an iron -based
metal (iron, galvanized steel, stainless steel).
3. Assemblies calling for pre -fabricated double swing joints shall utilize LASCO Unitized swing joints or
Irrigation Specs - 4
Harmony and Ziegler Improvements
May 14, 2007
approved equal. Swing joints shall berated at 315 psi, and use 0-ring and street elbow construction.
4. Assemblies calling for threaded pipe connections shall utilize PVC Schedule 80 nipples and PVC
Schedule 80 threaded fittings.
5. Joint sealant:
Use only Teflon -type tape pipe joint sealant on plastic threads. Use nonhardening, nontoxic pipe joint
sealant formulated for use on water -carrying pipes on metal threaded connections.
2.06 MAINLINE COMPONENTS
A. Main System Shutoff Valve: As per local practice and in compliance with local code.
B. Winterization Assembly: As per local practice and in compliance with local code.
C. Backflow Prevention Assembly: As presented in the installation details.
D. Quick Coupling Valve Assembbl: Double swing joint arrangement as presented in the installation details.
2.07 DRIP IRRIGATION COMPONENTS
A. Remote Control Valve (RCV) Assembly for Drip Laterals: As presented in the installation details. Use wire
connectors and waterproofing sealant to join control wires to solenoid valves. Use standard Christy I.D.
tags with hot -stamped black letters on a yellow background. Install a separate valve box over a 3-inch
depth of 3/4-inch gravel for each assembly.
B. Drip Emitter Assembly:
1. Barb -mounted, pressure compensating emitter device as presented in the installation details. The
device shall be Rain Bird XB-20.
2. Install emitter types and quantities on the following schedule:
a. Ground cover plant: 1 single outlet emitter each or 1 single outlet emitter per square foot of
planting area, whichever is less.
b. Shrub: 2 single outlet emitters each.
c. Tree: 8 single outlet emitters each.
Use 1/4-inch diameter flexible plastic tubing to direct water from emitter outlet to emission point.
Length of emitter outlet tubing shall not exceed five feet. Secure emitter outlet tubing with tubing
stakes.
C. Flush Cap Assembly: as presented in the installation details. Locate at the end of each drip irrigation
lateral pipe. Install a separate valve box over a 3-inch depth of 3/4-inch gravel for each assembly.
2.08 CONTROL SYSTEM COMPONENTS
A. Irrigation Controller Unit:
1. Rain Bird UNIK Battery -operated controller with one (1) field transmitter for the project, and one 1)
control module for each remote control valve on the project.
2.09 OTHER COMPONENTS
A. Tools and Spare Parts: Provide operating keys, servicing tools, test equipment, other items, and spare parts
indicated in the General Notes of the drawings.
END OF SECTION
Irrigation Specs - 5
Harmony and Ziegler Improvements
PART 3-EXECUTION
3.01 INSPECTIONS AND REVIEWS
A. Site Inspections:
May 14, 2007
I . Verify site conditions and note irregularities affecting work of this section. Report irregularities to the
Owner's Representative prior to beginning work.
2. Beginning work of this section implies acceptance of existing conditions.
3. Contractor will be held responsible for coordination between landscape and irrigation system
installation.
4. Landscape material locations shown on the Landscape Plan shall take precedence over the irrigation
system equipment locations. If irrigation equipment is installed in conflict with the landscape material
locations shown on the Landscape Plan, the Contractor will be required to relocate the irrigation
equipment, as necessary, at Contractor's expense.
B. Utility Locates ("Call Before You Dig"):
1. Arrange for and coordinate with local authorities the location of all underground utilities.
2. Repair any underground utilities damaged during construction. Make repairs at no additional cost to
the contract price.
C. Irrigation System Layout Review: Irrigation system layout review will occur after the staking has been
completed. Notify the Owner's Representative two days in advance of review. Modifications will be
identified by the Owner's Representative at this review.
3.02 LAYOUT OF WORK
A. Stake out the irrigation system. Items staked include: pipe, control valves, and isolation valves.
B. Install all mainline pipe and mainline components inside of project property lines.
3.03 EXCAVATION, TRENCHING, AND BACKFILLING
A. Excavate to permit the pipes to be laid at the intended elevations and to permit work space for installing
connections and fittings.
B. Minimum cover (distance from top of pipe or control wire to finish grade):
1. 18-inch over mainline pipe.
2. 3-inch minimum mulch cover over drip lateral pipe in planting beds downstream of drip system zone
control valves.
3. PVC UV radiation resistant lateral pipe shall be installed directly on the soil surface.
C. Backfill only after lines have been reviewed and tested.
D. Excavated material is generally satisfactory for backfill. Backfill shall be free from rubbish, vegetable
matter, frozen materials, and stones larger than 2-inches in maximum dimension. Remove material not
suitable for backfill. Backfill placed next to pipe shall be free of sharp objects which may damage the pipe.
Stones larger than 1-inch maximum dimension are not permitted in first (deepest) 6-inches of backfill.
E. Backfill unsleeved pipe in either of the following manners:
Irrigation Specs - 6
Harmony and Ziegler Improvements
May 14, 2007
1. Backfill and puddle the lower half of the trench. Allow to dry 24 hours. Backfill the remainder of the
trench in 6-inch layers. Compact to density of surrounding soil.
2. Backfill the trench by depositing the backfill material equally on both sides of the pipe in 6-inch layers
and compacting to the density of surrounding soil.
Enclose pipe beneath roadways, walks, curbs, etc. in sleeves. Minimum compaction of backfill for sleeves
shall be 95% Standard Proctor Density, ASTM D698-78. Conduct one compaction test for each sleeved
crossing less than 50 feet long. Conduct two compaction tests for each sleeved crossing greater than 50 feet
long. Costs for such testing and any necessary retesting shall be borne by the Contractor. Use of water for
compaction around sleeves, "puddling", will not be permitted.
G. Dress backfilled areas to original grade. Dispose of excess backfill off site.
H. Where utilities conflict with irrigation trenching and pipe work, contact the Owner's Representative for
trench depth adjustments.
3.04 IRRIGATION TAP AND WATER METER
A. Install the municipal water tap and associated piping materials in conformance with local regulations.
B. Install the water meter and vault and associated piping in conformance with local regulations.
3.05 SLEEVING AND BORING
A. Install sleeving at a depth which permits the encased pipe to remain at the specified burial depth.
B. Extend sleeve ends six inches beyond the edge of the paved surface. Cover pipe ends and mark with stakes.
Mark concrete with a chiseled "x" at sleeve end locations.
C. Bore for sleeves under obstructions which cannot be removed. Employ equipment and methods designed
for horizontal boring.
3.06 ASSEMBLING PIPE AND FITTINGS
A. General:
1. Keep pipe free from dirt and pipe scale. Cut pipe ends square and debur. Clean pipe ends.
2. Keep ends of assembled pipe capped. Remove caps only when necessary to continue assembly.
B. Mainline Pipe and Fittings:
1. Use only strap -type friction wrenches for threaded plastic pipe.
2. PVC Solvent Weld Pipe:
a. Use primer and solvent cement. Join pipe in a manner recommended by the manufacturer and in
accordance with accepted industry practices.
b. Cure for 30 minutes before handling and 24 hours before allowing water in pipe.
c. Snake pipe from side to side within the trench.
3. Fittings: The use of cross type fittings is not permitted.
4. UV Radiation Resistant Polyethylene Pipe:
a. Join pipe in the manner recommended by manufacturer and in accordance with accepted industry
practices.
b. Snake pipe from side to side within the trench, on the soil surface, and hold in place with tubing
stakes spaced every five feet.
5. Fittings: The use of cross type fittings is not permitted.
Irrigation Specs - 7
Harmony and Ziegler Improvements
C. Specialized Pipe and Fittings:
May 14, 2007
1. Copper Pipe:
a. Buff surfaces to be joined to a bright finish. Coat with solder flux.
b. Solder so that a continuous bead shows around the joint circumference.
2. Insert a dielectric union wherever a copper -based metal (copper, brass, bronze) and an iron -based metal
(iron, galvanized steel, stainless steel) are joined.
3. Pre -fabricated double swing joints: Install per manufacturer's recommendations.
4. Low Density Polyethylene Hose: Install per manufacturer's recommendations.
5. PVC Threaded Connections:
a. Use only factory -formed threads. Field -cut threads are not permitted.
b. Use only Teflon -type tape.
c. When connection is plastic -to -metal, the plastic component shall have male threads and the metal
component shall have female threads.
6. Make metal -to -metal, threaded connections with Teflon -type tape or pipe joint compound applied to
the male threads only.
3.07 INSTALLATION OF MAINLINE COMPONENTS
A. Main System Shut Off Valve: Install where indicated on the drawings.
B. Winterization Assembly: Install where indicated on the drawings.
C. Backflow Prevention Assembly: Install where indicated on the drawings. Install assembly so that its
elevation, orientation, access, and drainage conform to the manufacturer's recommendations and applicable
health codes.
D. Quick Coupling Valve Assembly: Install where indicated on the drawings.
3.08 INSTALLATION OF DRIP IRRIGATION COMPONENTS
A. Remote Control Valve (RCV) Assembly for Drip Laterals:
1. Flush mainline pipe before installing RCV assembly.
2. Locate as shown on the drawings. Wire connectors and waterproof sealant shall be used to connect
control wires to remote control valve wires. Connectors and sealant shall be installed as per the
manufacturer's recommendations.
3. Install only one RCV to valve box. Locate at least 12-inches from and align with nearby walls or edges
of paved areas.
B. Drip Emitter Assembly:
1. Locate as shown on the drawings and installation details.
2. Flush lateral pipe before installing emitter assembly.
3. Cut emitter outlet distribution tubing square.
4. Use tools and techniques recommended by the manufacturer.
C. Flush Cap Assembly: Install at the end of each drip irrigation lateral pipe as shown on the installation
details.
3.09 INSTALLATION OF CONTROL SYSTEM COMPONENTS
A. Irrigation Controller Unit:
Irrigation Specs - 8
Harmony and Ziegler Improvements
May 14, 2007
Install battery -operated controller on underside of each remote control valve box cover with velcro
strapping.
Make wiring connection per manufacturer's recommendation.
3.10 INSTALLATION OF OTHER COMPONENTS
A. Tools and Spare Parts:
1. Prior to the Pre -Maintenance Review, supply to the Owner operating keys, servicing tools, test
equipment, and any other items indicated on the drawings.
2. Prior to Final Review, supply to the Owner the spare parts indicated in the General Notes on the
drawings.
Other Materials: Install other materials or equipment shown on the drawings or installation details to be
part of the irrigation system, even though such items may not have been referenced in these specifications.
3.11 PROJECT RECORD (AS -BUILT) DRAWINGS
A. Maintain on -site and separate from documents used for construction, one complete set of contract
documents as Project Documents. Keep documents current. Do not permanently cover work until as -built
information is recorded.
B. Record pipe and wiring network alterations. Record work which is installed differently than shown on the
construction drawings. Record accurate reference dimensions, measured from at least two permanent
reference points, of each irrigation system valve, each backflow prevention device, each sleeve end, and
other irrigation components enclosed within a valve box.
C. Prior to Final Review, purchase from the Owner's Representative a reproducible mylar copy of the
drawings. Using technical drafting pen, duplicate information contained on the project drawings maintained
on site. Label each sheet "Record Drawing". Completion of the Record Drawings will be a prerequisite for
the Final Review.
3.12 MAINTENANCE
A. Upon completion of Final Review, maintain irrigation system for a duration of 2 years. Make periodic
examinations and adjustments to irrigation system components so as to achieve the most desirable
application of water.
B. Following completion of the Contractor's maintenance period, the Owner will be responsible for
maintaining the system in working order during the remainder of the guarantee/warranty period, for
performing necessary minor maintenance, for trimming around sprinklers, for protecting against vandalism,
and for preventing damage during the landscape maintenance operation.
3.13 CLEAN-UP
A. Upon completion of work, remove from the site all machinery, tools, excess materials, and rubbish.
END OF SECTION
Irrigation Specs - 9
Construction Document Ordering Instructions
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07/2001 Section 00020 Paqe 3
Harmony and Ziegler Improvements
May 14, 2007
DIVISION 2 SITEWORK
SECTION 2900
LANDSCAPE PLANTING
PART1-GENERAL
1.01 RELATED DOCUMENTS
The general provisions of the contract, including General and Supplementary Conditions and Division 1, General
Requirements, apply to the work specified in this Section.
1.02 DESCRIPTION OF WORK
A. Furnish all labor, materials, supplies, equipment, tools and transportation, and perform all operations in
connection with and reasonably incidental to complete installation of the planting and guarantee as shown
on the drawings and as specified herein. The work shall include, but not be limited to the following:
1. Procurement of all applicable licenses, permits, and fees.
2. Determination of utility locations prior to construction.
3. Site inspection.
4. Planting of trees, shrubs, perennials, and turf installation.
5. Soil Preparation and Fine Grading.
6. Staking and guying of trees.
7. Mulching of all trees and shrubs.
8. Cleanup, inspection, and approval.
9. Guarantee of all plantings.
10. Maintenance.
11. All work of every description mentioned in the Drawings and Specifications and/or Addenda
thereto.
B. Related Work Specified Under Other Sections: Consult all other Sections, determine the extent and
character of related work, and properly coordinate work specified herein with that specified elsewhere to
produce a finished, workmanlike installation.
1.03 PROTECTION OF EXISTING FEATURES
A. Protect all existing site development including, but not limited to, existing buildings, equipment,
underground utilities, walls, walks, roads, materials, trees, etc. Any existing site development damaged by
willful or negligent acts of the Contractor, Sub -Contractor or any of the employees shall be replaced or
repaired at no cost to the Owner and in a manner satisfactory to the Owner's Representative before project
acceptance is given.
B. The above provision applies to on -site damage as well as to that which may occur to adjacent properties.
C. Until the project has been accepted, erect and maintain shoring, barricades, guards, warning lights and
lights as necessary or required for the protection of the public, the work and the workers.
1.04 SUBMITTALS
A. Submit duplicate samples and manufacturer's guaranteed analysis of the following items and such other
materials as may be required by the Owner's Representative and obtain written approval there of before
Planting Specs - 1
Harmony and Ziegler Improvements
May 14, 2007
beginning fabrication or delivery of material to the project site. Finished work shall match approved
samples.
a. Soil amendments and mulch materials.
b. Tree ties and guying materials.
c. Fertilizers
1.05 ANALYTICAL TESTS
Submit 2 copies of an analytical test, performed by certified soil laboratory, demonstrating compliance with these
specifications for the composted manure and peat moss.
1.06 INSPECTIONS
A. Pre -Planting Inspection:
1. All plant materials must be inspected at the place of growth and/or on the project site before planting
commences. Plants shall be inspected for size, variety, condition, defects or injury. The Owner's
Representative reserves the right to reject unsatisfactory plant material at any time during the work.
2. Notify the Owner's Representative of the source of material no later than 30 days after award of the
contract.
3. All fertilizers, pre -mixed backfill mixes, mulches and soil amendments will be inspected at the site by
the Owner's Representative before they are used in planting operations.
B. Planting Inspections:
Owner's Representative shall inspect the staked location of all trees prior to the planting of those trees.
Owner's Representative shall inspect container stock with said plants set on the ground at the
proposed locations before digging commences.
C. Pre -Maintenance Inspection:
1. As soon as all planting is completed, the Owner's Representative upon request of the Contractor will
hold a planting review and preliminary inspection to determine the condition of the plantings.
2. The Contractor shall have all planting areas free of weeds and neatly cultivated. Irrigation systems
shall be fully operational with all heads properly adjusted. All debris and litter shall be cleaned up
and walkways, curbs and roads shall be cleared of all soil and debris. The inspection shall not occur
until these conditions are met.
3. If, after the inspection, the Owner's Representative is of the opinion that all work has been performed
as per the contract documents, and that all plant materials are in satisfactory growing condition, he
will give the Contractor written notice of acceptance.
4. Work requiring corrective action in the judgment of the Owner's Representative shall be performed
within ten (10) days. Corrective work and materials replacement shall be in accordance with the
contract documents, and shall be made by the Contractor at no cost to the Owner.
D. Final Inspection:
I. At the completion of the two growing season maintenance period, the final inspection shall be
performed.
2. If, after the inspection, the Owner's Representative is of the opinion that all work has
been performed as per the contract documents, and that all plant materials are in satisfactory growing
condition, he will give the Contractor written notice of acceptance and completion of the formal
maintenance period.
3. Final approval will not be given until all deficiencies are corrected.
Planting Specs - 2
Harmony and Ziegler Improvements
1.07 GUARANTEE
May 14, 2007
A. Guarantee trees, shrubs, ground covers and other plant material to root, thrive and be free from defects from
any cause for two years of acceptance from the final acceptance by the owner.
B. Any trees or other plant materials that die back and lose the form and size originally specified shall be
replaced, even though they have taken root and are growing after the dieback.
Within 15 days of written notification by the Owner, remove and replace all guaranteed plant
materials which, for any reason, fail to meet requirement of guarantee. Replacement planting for
trees shall be done in the spring planting season only, except as approved otherwise. Replacements shall be
made to same specifications required for original materials and shall cant'
the same guaranty from the time they are replaced.
D. Plants shall be planted only when weather and soil conditions permit and in accordance with locally
accepted practices, and as approved by the owner's representative.
E. Trees shall be planted in same growing season as they were dug.
END OF SECTION
Planting Specs - 3
Harmony and Ziegler Improvements
PART2-PRODUCTS
2.01 TREES, SHRUBS, AND GROUND COVERS
May 14, 2007
A. Quantities: Plant material shall be furnished in quantities required to complete work as indicated on the
Drawings and shall be of species, kinds, sizes, etc., specified.
B. Nomenclatures: Plant names listed on Drawings conform to standardized plant names established by the
American Joint Committee on Horticulture Nomenclature, except that for names not covered therein, the
established custom of the nursery trade is followed.
C. Quality: Plants shall be symmetrical and typical for species and variety. Plants shall be sound, healthy,
vigorous, free from disease and insect pests or their eggs. All plant material shall conform to the
requirements of the Colorado Nursery Act of 1965, Title 35, Article 26, CRS 1973.
D. Digging, wrapping, and handling: Plants shall be dug and prepared for shipment in a manner that will not
cause damage to branches, shape and future development after planting.
E. Balled and burlapped plants: Shall be nursery grown stock adequately balled with firm, natural balls of soil
in sizes and ratios conforming to the Colorado Nursery Act as cited above. Balls shall be firmly wrapped
with non -treated burlap, secured with wire or jute. Broken balls will not be accepted. Ponderosa Pine may
be field collected with root ball sizes in conformance with the Colorado Nursery Act as cited above.
Container grown plants: Shall have been nursery grown in containers and shall have sufficient roots to hold
the entire soil mass together after container removal without being root -bound.
G. Options as to method: If all other requirements are met, a balled and burlapped plant may be substituted
for a container grown plant.
H. Plant protection: Plants shall be handled so that roots are adequately protected at all times from drying out
and from other injury. Protect balls of balled plants, which cannot be planted within 24 hours from
delivery, with soil or other suitable material. Where possible, store plants in the shade. Keep all plant
roots moist before, during, and after planning.
I. Pruning: Trees shall not be pruned, except by City Forestry staff. Dead and broken shoots should be
pruned out of woody shrub material.
J. Substitutions: Will be allowed only when specified material is proved unavailable and only with approval
of the Owner's Representative. Proposals will be considered for use of nearest equivalent size and variety
with the equitable adjustment to the Contract price.
K. Trees dug and held over from a previous growing season will not be accepted for use.
2.02 SOIL AMENDMENTS/FERTILIZERS/MULCHES
A. Topsoil: imported and on site topsoil (located in stockpile on site) for use in backfill mix. Topsoil to be a
mix of 60% topsoil and 40% organic material mixed well prior to being placed in median. Topsoil shall be
free of all foreign material and screened and ground to eliminate clumps larger than 1" in diameter. Submit
sample for approval to the City of Fort Collins Forestry Representative.
B. Composted Manure: Composted dairy cow or sheep manure: Free from lumps, stones, or other
foreign matter. Free from mineral matter or chemical composition harmful to plant life. Manure
that has received treatment with a bacterial enzyme culture raising the manure temperature to 145
degrees minimum for 3 weeks minimum, aged at least 18 months, yielding a soil amendment with the
following properties:
Planting Specs - 4
Harmony and Ziegler Improvements May 14, 2007
Organic Matter: 35 - 40% (oven -dry basis)
Total Nitrogen: 1.6 - 2.0%
Conductivity: 50.0 EC's (max)
pH: 7.5 to 8.5
Submit analysis as required by 1.04
C. Peat Moss for annuals and perennials: Free from lumps, stones or other foreign matter. Free from mineral
matter or chemical composition harmful to plant life. Acid reaction of 3 to 5 pH. Shall contain no less than
60% organic matter by weight on an oven -dry basis. Submit analysis as required by 1.04.
D. Fertilizers:
Tablets for tree and shrub planting - "The Pill" by Agriform with 20-10-5 analysis, 21 gram size,
Osmocote Sierrablend, 9 month slow release or industry equivalent.
Fertilizers for grass, shrub and tree planting shall be commercial type of uniform composition, free
flowing, and conforming to the applicable State and Federal laws. Submit manufacturers guaranteed
analysis as required in 1.03. Guaranteed analysis shall be designed to conform with amendment
requirements given in Part 3, "Execution."
E. Mulch:
Bark Mulch: Cedar mulch must be approved by City Parks Division prior to installation.
2.03 SOD
A. Sod: American Sod Producers Association (ASPA) Certified Field Grown grade; Cultivated grass sod; not
less than three improved Kentucky Bluegrass varieties; with strong fibrous root system, free of stones,
burned or bare spots; containing no more than 5 weeds per 1000 square feet. Minimum age of 12 months,
with root development that will support its own weight without tearing, when suspended vertically by
holding the upper two corners.
Sod Producer: Company specializing in sod production and harvesting with minimum five years
experience, and certified by the State of Colorado.
C. Certification: Submit sod certification for grass species and location of sod source.
2.04 MATERIALS FOR STAKING AND GUYING
A. Stakes: Metal T-posts painted dark green or black.
Ties: Fabric: Nylon canvas or rubberized cloth straps, 2" x length required.
END OF SECTION
Planting Specs - 5
Harmony and Ziegler Improvements
PART 3 - EXECUTION
3.01 GENERAL
May 14, 2007
A. Inspection: Examine the substrate in which the work is to be performed. Do not proceed until
unsatisfactory conditions have been corrected.
B. Dimensions: All scaled dimensions are approximate. Before proceeding with any work, carefully check
and verify all dimensions and quantities and immediately inform the Owner's Representative of any
discrepancy between the drawings and/or specifications and actual conditions.
C. Coordination: Coordinate work with other trades to insure proper sequencing of construction.
3.02 SOIL PREPARATION
A. Grades have been established under work of another Section to within 1" plus or minus of required
finished grade s. Verify that grades are within 1" plus or minus, of required finished grades. Notify the
Owner's Representative prior to commencing soil preparation work if existing grades are not satisfactory,
or assume responsibility for conditions as they exist.
B. Weed and debris removal: All ground areas to be planted shall be cleaned of all weeds and debris prior to
any soil preparation or grading work. Weeds and debris shall be disposed of off the site.
C. Contaminated soil: Do not perform any soil preparation work in areas where soil is contaminated with
cement, plaster, paint or other construction debris. Bring such areas to the attention of the Owner's
Representative and do not proceed until the contaminated soil is removed and replaced. Soil contaminated
by chemical herbicides in any planting areas shall be removed to a depth of 12" and replaced with clean
herbicide -free topsoil.
D. Moisture Content: Soil shall not be worked when moisture content is so great that excessive compaction
will occur, nor when it is so dry that excessive dust will form in the air or that clods will not break readily.
Water shall be applied, if necessary, to bring soil to an optimum moisture content for tilling and planting.
3.03 SOIL CONDITIONING
Median areas shall be excavated below the base of the splash block 18" and then filled with the specified mix. The
subgrade will be scarified to a 6" depth parallel to the way the median runs, to allow for drainage and root
movement. The specified topsoil and compost mix shall be thoroughly mixed prior to placement and filled to within
1 1/2" of the top edge of the splash block. The soil in the medians shall be graded to a level surface.
3.04 FINE GRADING
When weeding, soil preparation, and soil conditioning have been completed and soil has been thoroughly water
settled, all planting areas should be smooth -graded, ready for placement of plant materials.
A. Grades: Finish grades shall conform to site grading plans and produce a smooth even surface without
abrupt changes. Minor adjustments of finish grades shall be made at the direction of the Owner's
Representative, if required.
B. Drainage: All grades shall provide for natural runoff of water without low spots or pockets. Flow -line
grades shall be accurately set and shall not be less than 2% gradient wherever possible.
C. Shrub Areas: Finished grades shall be 1-1/2" below top of adjacent pavement, edging, curbs, or wall, unless
otherwise indicated on the Drawings.
D. Slopes: Tops and toes of all slopes shall be rounded to produce a gradual and natural -appearing transition
between relatively level areas and slopes.
Planting Specs - 6
Harmony and Ziegler Improvements May 14, 2007
3.05 GROUND COVER, ANNUAL AND PERENNIAL BEDS
Excavate areas to be planted with material smaller than 1-gallon size to a depth of six (6") inches and backfill with
the following mix.
80% on -site topsoil by volume (from Owner's stockpile).
20% peat moss by volume.
Five (5) pounds bone meal per cubic yard of backfill.
The specified backfill materials shall be pre- mixed, then turned several times with a front end loader to a uniform,
evenly blended consistency, free of all pockets of unblended material and any clods or stones greater than one (I")
inch in diameter. Backfill mix has occurred. Pre -mixed back -fill mix shall be inspected per 1.06A, "Pre -Planting
Inspections."
3.06 SHRUB AND TREE PLANTING
A. Planting Pits:
1. Locate planting holes per planting plans bringing any conflict with underground utility lines to the
attention of the Owner's Representative. Locations for holes shall be according to 1.06B, "Planting
Inspections."
2. Excavate holes to be the same depth as the root ball and two times the diameter of the root ball wide.
3. The sides of the holes shall be roughened to remove any compacting or "glazing" caused by the
digging operation. The bottom of the hole shall be loosened to a minimum depth of six (6") inches.
Mix loosened soil with specified backfill to blend soil types.
4. Fill the entire hole with water and allow to drain completely. Contractor should notify Landscape
Architect if a pit does not drain in a satisfactory time, then contractor should correct drainage problem
by using a PVC drain or a gravel sump shall be installed.
5. Dispose of excavated soil off the site at no cost to the Owner.
B. Backfilling - Tree and shrub planting pits shall be backfilled with the following mix:
1. 100% on -site topsoil by volume (from Owner's stockpile). For topsoil see 2.02A.
C. Planting
1. General - Do not install plant materials until all construction work has been completed and sprinkler
systems have been installed and tested. Planting areas shall have been graded and prepared as herein
specified and shall have been approved by the Landscape Architect.
2. Carefully remove stock from containers to avoid breaking the root ball. Do not lift or handle container
plants by tops, stems, or trunks at any time.
3. Fertilize trees and shrubs by placing 21 gram fertilizer tablets three (3") inches laterally and three (3")
inches top of root ball as follows: 1 for 1-gallon containers, 3 for 5-gallon containers and 5 for balled
and burlapped material.
4. Remove wire baskets from root balls. Untie and lay back burlap from root ball on balled and
burlapped material.
5. Backfill entire hole with backfill mixture to grade and water thoroughly to eliminate all air pockets
without packing the soil. Allow soil to settle from watering. Add backfill mixture as required.
6. All plants shall be planted immediately after the containers are cut, and containers shall be regularly
removed from the site so as not to present a hazard to persons using the area.
7. Flatgrown plant material - Install plants at spacing indicated on the drawings. Plant in staggered rows,
evenly spaced. Dig holes large enough to allow for spreading of roots. Place plants to root system
Planting Specs - 7
Harmony and Ziegler Improvements
May 14, 2007
lies free without doubling. Firm soil around roots to eliminate air pockets. Broadcast controlled
release fertilizer over the entire planting area at the rate of 20 pounds per 1000 square feet of area.
3.07 MULCHING
A. All planting beds shall be mulched with a four (4") inch layer of cedar mulch.
3.08 TREE STAKING AND GUYING
A. Double stake all trees up to and including 2-1/2" caliper. Set stakes plumb and at right angles to the
prevailing wind. Securely nail or bolt rubber straps to stakes: leave straps loose enough to allow a
minimum of 3" lateral movement.
3.09 TWO GROWING SEASON MAINTENANCE PERIOD
A. Continuously maintain all plantings in areas included in the Contract from the beginning of Contract work,
during the progress of work, and for two (2) full growing seasons after completion of all work until final
acceptance of all Contract work by the Owner.
B. Scope:
1. New plantings.
2. Existing plantings within the construction area.
3. Continuous operations of watering, weeding, cultivating, mowing, trimming, edging, rolling,
fertilizing, spraying, insect, pest, fungus, and rodent control, and any other operations to assure good
normal health.
a. Weed Control:
i) Apply appropriate herbicide(s) in accordance with manufacturer's suggested retail rate(s)
to control weeds. Herbicide application must comply with all requirements
herbicide/pesticide applicators license, including suitable warning/signing following
application. Herbicide applications and chemicals to be used will be approved by the
City Forester. Extreme caution must be used when applying herbicides near any tree,
shrub or groundcover.
b. Disease and Insect Control: Apply fungicides and insecticides as required to control diseases
and insects. A licensed applicator must perform this work in accordance with state law
requirements.
C. Watering: Contractor shall be responsible for watering of landscape areas to insure
performance under this Section. Apply the amount of water necessary to maintain plants in a
healthy condition until the end of the one year warranty period.
d. Protection:
i) Provide sufficient barriers and signage notifying the public to keep off newly planted
areas.
ii) Work under this Section shall include complete responsibility for maintaining adequate
protection for all areas. Any damaged areas shall be repaired at no additional expense to
the Owner.
4. Mow grass in sodded areas to maintain 2-to 3-inch height until final acceptance of project and turnover
to City.
5. Apply custom blend of fertilizer in split applications in early fall and late spring. Two-thirds of the
nitrogen should be applied in the fall and one-third in the spring.
6. Planting Bed and Mulch Surface Maintenance Requirements
a. Mulch all tree plantings four inches deep with cedar mulch, unless otherwise indicated on the
Drawings
b. Remove all weed growth on a monthly basis, including those growing in cracks and curbs.
6. Maintenance for Trees and Shrubs
Planting Specs - 8
Harmony and Ziegler Improvements
May 14, 2007
a. Water all trees and shrubs to insure optimal growth and establishment during the two growing
season maintenance period as required by this Section. New trees should receive two inches per
week of irrigation during the first growing season applied over the root system. Normal turf
irrigation is generally adequate (one inch per week) for the second growing season. Irrigation
rates should be adequate for new trees' establishment even when that is greater than water
demand for turf. It is the contractor's duty to determine and supply the water needs of trees and
shrubs.
b. Inspect new plantings on a regular basis.
c. Remove tree wrap the next spring season after planting.
d. Re -mulch trees on an annual basis to maintain a four -inch deep mulch cover. Maintain tree rings
in turf zones as weed free.
C. Insect and disease levels shall be monitored and control measured implemented when necessary
following IPM practices. Check with Assistant City Forester prior to implementing any control
measures.
f. Remove all tree stakes and guy wires from trees one year after conditional acceptance.
g. Fertilizing: In addition to fertilizing of trees, shrubs, ground covers, and lawns herein specified,
furnish and apply any additional fertilizers necessary to maintain plantings in a healthy, green,
vigorous growing condition during the maintenance period. Do not over apply fertilizer.
Inspection:
a. The Contractor shall notify the Owner's Representative prior to fertilizing, and spraying
operations.
b. The Owner's Representative shall perform periodic inspections during the growing season of the
site with the Contractor to determine that maintenance is sufficient to insure a healthy condition
of the landscape work. A final inspection will be held at the end of the two growing season
maintenance period.
C. The Landscape Contractor shall be available to meet on site with the Owner's Representative at
any time within 24 hours notice during the construction, establishment, or maintenance period.
d. Replacements: Immediately replace any plant materials that die or are damaged. Lawns that do
not grow shall be resodded. Replacements shall be made to the Specifications as required for
original plantings.
3.10 CLEAN UP
A. Remove all cans, surplus materials, and other debris from site. Neatly dress and finish all planting areas.
Flush walks, paved areas, and the like, clean to the satisfaction of the Owner's Representative.
B. Rinse foliage of all plant materials within the construction area as often as necessary to keep the foliage
free from dust generated by the work of this contract.
END OF SECTION
Planting Specs - 9
Harmony and Ziegler Improvements — Front Range Village Development (2007)
Date: May 14, 2007
Harmony and Ziegler Improvements — Front Range Village Development (2007)
The Colorado Division of Highways "Standard Specifications for Road and Bridge Construction" (2005), except as
revised herein, is hereby adopted as a minimum standard of compliance for this project. The City of Fort Collins
Storm Drainage Construction Standards, City of Fort Collins Water Utilities Standard Construction Specifications,
Latimer County Urban Area Street Standards, the Fort Collins — Loveland Water District and South Fort Collins
Sanitation District Standards, and City of Fort Collins Work Area Traffic Control Handbook, shall also serve as
minimum standards of compliance for this project. They are not included in the contract documents, but may be
obtained at the appropriate City Departments. It shall be the Contractor's responsibility to purchase and
familiarize themselves with all of the City Department Specifications. These project specifications, City
Department specifications, and CDOT standard specifications are considered minimum standards for compliance on
this project. In those instances where the CDOT Standard Specifications conflict with the City specifications listed
above, the City specifications shall govern. In those instances where the CDOT Standard Specifications conflict
with any of the provisions of the preceding Sections 00001 through 01750, General Requirements, the preceding
sections shall govern.
PROJECT CONSTRUCTION SPECIFICATIONS
INDEX OF REVISIONS
SECTION
PAGE
201
CLEARING AND GRUBBING...............................................................Technical
Specs
3
202
REMOVALS...............................................................................................................Technical
Specs
4-5
203
EXCAVATION AND EMBANKMENT...................................................................Technical
Specs
6-8
206
EXCAVATION AND BACKFILL FOR STRUCTURES.................................Technical
Specs
9-10
208
EROSION CONTROL..............................................................................................Technical
Specs
11
210
RESET STRUCTURES..............................................................................................Technical
Specs
12 - 13
304
AGGREGATE BASE COURSE................................................................................Technical
Specs
14
306
RECONDITIONING..................................................................................................Technical
Specs
15
307
FLY ASH SUBGRADE STABILIZATION...............................................................Technical
Specs
16 - 19
401
PLANT MIX PAVEMENTS - GENERAL................................................................Technical
Specs
20 - 25
403
HOT BITUMINOUS PAVEMENT...........................................................................Technical
Specs
26 — 29
412
PORTLAND CEMENT CONCRETE PAVEMENT.......................................Technical
Specs
30 - 31
506
RIPRAP.....................................................................................................................Technical
Specs
32 — 33
610
STRUCTURAL CONCRETE.................................................................Technical
Specs
34
603
CULVERTS AND SEWERS.....................................................................................Technical
Specs
35
604
MANHOLES, INLETS AND METER VAULTS......................................................Technical
Specs
36
Technical Specs - 1
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Planwell contacts:
Marie Owens 970-484-1201, mowens@mercury-ldo.com
David Bacon-720-220-7683, dbacon@mercury-ldo.com
Prospective Bidders are invited to present their questions relative to this
Bid proposal at this meeting.
07/2001 Section 00020 PaaP 4
Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007
608
SIDEWALKS AND DECORATIVE CROSSWALKS ..............................................Technical
Specs
37 — 38
609
CURB AND GUTTER...............................................................................................Technical
Specs
39
619
WATER LINES.........................................................................................................Technical
Specs
40
630
TRAFFIC CONTROL DEVICES (Contractor Supplied)........................................Technical
Specs
40 - 44
Technical Specs - 2
Harmony and Ziegler Improvements - Front Range Village Development (2007) Date: May 14, 2007
REVISION OF SECTION 201
CLEARING AND GRUBBING
Section 201 of the Standard Specifications is hereby revised for this project as follows
Subsection 201.01 is revised to include the following:
This work shall consist of clearing, grubbing, removing, and disposing of vegetation and debris within the limits of
the right of way, easement areas, borrow pits, and other areas shown in the Contract or required by the work.
Vegetation and objects designated to remain shall be preserved free from injury or defacement. The Owner will
designate all trees, shrubs, plants, and other objects to remain. Every object that is designated to remain and is
damaged shall be repaired or replaced as directed, at the Contractors expense. Clearing and grubbing shalt extend to
the toe of the fill or the top of cut slopes, unless otherwise designated. All surface objects, trees, stumps, roots,
fencing, and other protruding obstructions not designated to remain shall be cleared and grubbed, including mowing,
as required. Undisturbed stumps, roots, and nonperishable solid objects located 2 feet or more below subgrade or
embankment slope may remain in place. In areas to be rounded at the tops of back slopes, stumps shall be removed
to at least 2 feet below the surface of the final slope.
All cleared material or debris shall be disposed of outside of the project limits.
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ( )
201-01 Clearing and Grubbing - (LS)
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment
and incidentals and for doing all work involved in the clearing and grubbing as specified in these specifications, and
as directed by the Engineer.
END OF SECTION
Technical Specs - 3
Harmony and Ziegler Improvements- Front Range Village Development (2007) Date: May 14, 2007
REVISION OF SECTION 202
REMOVALS
Section 202 of the Standard Specifications is hereby revised for this project as follows
Subsection 202.01 is revised to include the following:
The Contractor shall remove and dispose of all concrete sidewalk, curb and gutter, crosspans, driveways, inlets, irrigation
structures, pipe, structures, asphalt, fence, trees, retaining walls and any other obstructions that are designated for removal
by the Engineer. All such removals will be measured in the field, and quantities agreed to by the Contractor and the
Engineer.
Subsection 202.02 is revised to include the following:
Remove Pipe (RCP, CMP, PVC) - The Contractor shall remove all (clay tile, concrete, PVC, ductile, corrugated metal,
steel) pipes according to the construction drawings or as directed by the Engineer. All trenches will be backfilled to City
of Fort Collins specifications to 95% compaction. All areas must be graded according to Engineers direction and all pipe
removed is to be the property of the Contractor.
Remove Existing FES - The Contractor shall remove the flared end sections and have the City representative determine
if they can be re -used. If the flared end sections are in determined to be in good conditions, then the Contractor will be
responsible for storing and placing this item. If the flared end sections have been determined to be unacceptable, then it
becomes the property of the Contractor. All labor, equipment, and materials necessary to perform this work, will be paid
for under this item.
Remove Concrete Irrigation Structure - The contractor will remove the existing irrigation structure as shown on the
plans. All labor, materials, equipment, disposal cost and cost to plug the existing pipe must be included in this unit price.
Remove Concrete Channel - Contractor will be required to remove and dispose of all materials. The unit price must
include all equipment, labor and materials necessary to complete this work.
Profile Mill Asphalt Pavement (Ziegler Road) - The Contractor must provide: pick-up broom, labor, small front end
loader (skip tractor), superintendent, and TCS. Prior to the rotomill operations, the Contractor will be required to spot
check elevations with a string line or transit. The material will be the property of the Contractor and will be hauled
offsite. This item will be paid for by the square yard (SY).
Remove Leech Field and Sceptic Tank - The Contractor will be responsible for removing the leech field and sceptic
tank at the Young Property. This work will consist of removeing the tank and leechfield and disposing them. system
The unit price must include all equipment, labor and materials necessary to complete this work.
Remove Gate - The Contractor will be responsible for removing the Gates along Harmony Road and disposing the
material offsite. The unit price must include all equipment, labor and materials necessary to complete this work.
The Contractor Shall remove and dispose of all concrete sidewalk, curb and gutter, cross pans, driveways, inlets,
irrigation structures, pipe, structures, asphalt, fence, trees, retaining walls and any other obstructions that are designated
for removal by the Engineer. All such removals will be measured in the field and quantities agreed to by the Contractor
and the Engineer. Prior to removal, concrete and/or asphalt shall be saw cut full depth to a clean and straight vertical
line. Pieces of concrete which, due to the Contractor's operations, crack or break beyond the limits of construction shall
be saw -cut, or removed to the nearest joint, and removed and replaced at the Contractor's expense. The limit of the
repair will be determined by the Engineer. The initial saw cutting to remove existing concrete and/or asphalt shall be
considered incidental to the work and shall not be paid for separately under this item. Removal of concrete, asphalt
and/or obstructions as described in section 202.01 beyond the limits designated b y the Engineer will be the responsibility
of the Contractor and will not be paid for under this section.
Disposal Site - Materials designated for removal shall become property of the Contractor, unless noted in the
Technical Specs - 4
Harmony and Ziegler Improvements — Front Range Village Development (2007)
Date: May 14, 2007
specifications or specified by the Engineer to be salvaged or stockpiled. It shall be the Contractor's responsibility to
obtain disposal sites for all unusable material, which is removed.
Subsection 202.12 is revised to include the following:
The Contractor and the Engineer shall field measure and agree upon the quantity to be removed before the work
commences. Should the Contractor fail to request the Engineer to measure any work, the Contractor shall not be
compensated for materials that were not measured by the Engineer.
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by O.
202-01 Remove Curb and Gutter— (LF)
202-02 Remove Concrete Sidewalk — (SF)
202-03 Remove Asphalt — Full Depth (4" — 8") — (EA)
202-04 Profile Mill Asphalt Pavement — (SY)
202-05 Remove Tree 48"+ Diameter — (EA)
202-06 Remove Tree 24" — Diameter — (EA)
202-07 Remove Pipe (RCP, CMP, PVC) — (LF)
202-08 Remove Inlet — (EA)
202-09 Remove Existing FES — (EA)
202-10 Remove Concrete Channel — (LF)
202-11 Remove Leech Field and Sceptic Tank — (LS)
202-12 Remove Area Inlet— (EA)
202-13 Remove Irrigationo Structure — (EA)
202-14 Remove Existing Hydrant— (EA)
202-15 Remove Headwall — (EA)
202-16 Remove Gate — (EA)
202-17 Remove Retaining Wall — (EA)
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment and
incidentals and for doing all work involved in removals and rotomilling, including excavation, backfrll, haul and disposal,
as specified in these specifications, and as directed by the Engineer. All saw cutting involved in removing the necessary
items in order to complete the Work shall be considered incidental to the Work and will not be paid for separately.
END OF SECTION
Technical Specs - 5
Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007
REVISION OF SECTION 203
EXCAVATION AND EMBANKMENT
Section 203 of the Standard Specifications is hereby revised as follows
Subsection 203.01 is revised to include the following:
Unclassified Excavation - This shall consist of excavation of all materials on the site to final grades, excluding the bid
items listed in Section 202. Excavation of unsuitable material will only be paid for if it is found to be unsuitable in its
original state. This item shall be measured from the plans and cross sections, and will be paid for by the cubic yard. This
item shall be paid according to plan quantity.
Embankment (Complete in Place) - All excavated material, except the material being hauled and disposed, shall be
placed as embankment and compacted, to final grades, as specified in Section 203.07. The use of scrapers will not be
permitted to compact the material. A disk with 4 wheel drive tractor 815 CAT or equal will be required to do this work.
The embankment quantity was not adjusted to allow for shrinkage during compaction. This item will be measured from
the plans and cross sections and will be paid for by the cubic yard. This item will be paid according to plan quantity.
Borrow - ABC (Class 5 or 6) - (Complete in Place) - This shall include supplying, placing, and compacting aggregate
base course as directed by the Engineer. This item will be measured in the field and paid for by the ton. This item will
not be paid for as Embankment. Borrow material will only be used for fill if there is a shortage of suitable material onsite
and/or as directed by the Engineer and may be used under sidewalks.
Muck Excavation (Complete in Place) - This shall include excavation of unsuitable material, supplying and placing
Class I or 2 Structural Backfill, Pit Run or an approved fill, re -compacting material to finish grade, and haul and disposal
of unsuitable material. NOTE. Muck -excavation of material from rain or weather damage or dewatering pump
failure will not bepaid for and is entirely the Contractor's responsibility. This item shall be measured in the field, and
will be paid for by the cubic yard.
Topsoil - (Stripping, Stockpiling, Placing) 6" Depth — All areas that have suitable topsoil material shall be stripped to a
depth of 6 inches. This material shall be stockpiled and placed after the final grades have been established. This item
shall include stripping existing vegetation, temporarily stockpiling, loading, hauling, and placing topsoil material for back
of walk and curb areas, and other designated areas. This item shall be paid according to plan quantity.
Median Splashblock/Hardscape Shaping (Complete in Place) — The areas in the medians beneath the exposed
aggregate concrete shall be backfilled with suitable onsite material approved by the Engineer. These areas shall be
backfilled in lifts not to exceed six inches (6") and compacted with a plate compactor or as directed by the Engineer.
This item will not be paid for as Embankment. This item will be measured in the field and will be paid for by the square
foot.
Potholing— The Contractor shall be responsible for locating electrical, gas, fiber optic, cable, telephone, traffic signal
conduit and other existing utility lines and shall be performed every 100 lineal feet or as deemed necessary by the
Contractor. All related work, including excavation, backfilling, shoring, labor and number of hours will not be measured
and paid for separately, but shall be included in the work. Repair of damaged existing utility lines caused by the
Contractor will be at the Contractor's expense. Potholing will be paid as a lump sum item.
Flowfill Section Over Shallow Utilities — This work shall consist of the removal of soil above an existing utility, after
subgrade elevation has been achieved, one foot (1') deep and three feet (3') wide. This excavated area that can not be
treated with flyash, will be filled with flowable fill to the top of subgade to protect the existing utility. All related work,
material and equipment will not be measured and paid for separately, but shall be included in the work. This work shall
be measured and paid for by the linear foot.
Flowable Fill — shall be a Portland Cement Concrete Mix. The cement shall conform to the Standard Specifications for
Portland Cement, ASTM C 150-85, Type I/II. The minimum 24-hour strength shall be 10-psi and the maximum 28 day
Technical Specs - 6
Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007
strength, 60 psi. The maximum aggregate size shall be one inch (1"). The minimum slump shall be six inches (6") and
the maximum, eight inches (8"). The non -shrink backfill shall be consolidated with a mechanical vibrator. Payment of
using flow fill will be paid for by the cubic yard and only when used as required by the Engineer.
Import Screened Topsoil (6") — Parkway Areas — This shall include supplying, hauling, placing, and grading screened
topsoil between the new curb and gutter and sidewalk, and/or as directed by the Engineer of this project. This material
shall be placed and graded on the surface for the future seeding and landscaping (by others). This item will be measured
in the field and paid for by the cubic yard. This item will not be paid for as Embankment.
These items will not be paid separately under items in section 202, 210, 603, or 604.
Embankment and sub -grade material shall be compacted to 95% of maximum density at +/- 2% optimum moisture.
Maximum density shall be determined by ASTM D 698. This will apply under the roadway, curb and gutter, sidewalk,
and driveways. Topsoil shall be compacted to 85% of maximum density at/or near optimum moisture.
Excavation and Embankment will only be paid when a significant change in grade is required, as determined by the
Engineer. Minor cuts and fills shall be considered incidental to the work, and shall not be paid separately under
this section.
Muck Excavation (Complete in Place) - This shall include excavation of unsuitable material, supplying and placing
Class 1 or 2 Structural Backfill, Pit Run or an approved fill, recompacting material to finish grade, and haul and disposal
of unsuitable material. Muck -excavation of material from rain or weather damage will not be paid for and is entirely the
Contractor's responsibility. This item shall be measured in the field, and will be paid for by the cubic yard. The
proposed material shall meet the following minimum requirements:
LL Maximum: 30
PI Maximum: 6
"R" Value Minimum: 78
The minimum strength coefficient of the Aggregate Base Coarse shall be 0.11
After specified compaction has been obtained, the sub -grade under the curb, gutter, sidewalk, and pavement shall
be proof -rolled with a heavily loaded rubber tired roller, fully loaded water truck, or approved equal.
Those areas which produce a rut depth of over one-half (1/2) inch or which crack the sub -grade after pumping and
rebounding shall be ripped, scarified, wetted or dried if necessary, and re -compacted to the requirements for density and
moisture at the Contractor's expense. Where unsuitable material is encountered, the Engineer may require the Contractor
to remove the unsuitable materials and backfrll to the finished grade with approved material. The completed sub -grade
shall be proof -rolled again after placement of approved material. This will be paid for at the contract unit price for
Muck Excavation.
The Contractor shall refer to the plans for re -grading information. This work shall include all excavation, embankment,
and grading required to prepare these sites for landscaping.
Subsection 203.04 is revised to include the following:
The excavations and embankments shall be finished to smooth and uniform surfaces conforming to the typical sections
specified. Variation from the sub -grade plan elevations specified shall not be more than 0,08 feet.
Subsection 203.13 is revised to include the following:
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by O.
203-01 Unclassified Excavation — (CY)
Technical Specs - 7
Harmony and Ziegler Improvements— Front Range Village Development (2007) Date: May 14, 2007
203-02 Embankment — (CIP) — (CY)
203-03 Borrow Suitable Fill— (CY)
203-04 Topsoil -(Stripping, Stockpiling and Placing) — 6" Depth — (CY)
203-05 Import Screened Topoil (6") in Parkway Areas — (CY)
203-06 Median Fill 60/40 Mix
203-07 Median Splashblock/Hardscape Shaping - CIP — (SF)
203-08 Potholing — (LS)
203-09 Flowfill Section Over Shallow Utilities — (LF)
203-10 Muck Excavation (CIP) — (CY)
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and
incidentals and for doing all work involved in Unclassified Excavation, Embankment, Haul & Dispose, Topsoil
(stripping, stockpiling, placing), Muck Excavation, Borrow ABC and Median Hardscape Shaping, including without
limitation, haul, stockpiling, placing of material, watering or drying soil, compaction, proof rolling, finish grading, and
disposal of unusable materials, as shown on the plans and as specified in these specifications, and as directed by the
Engineer.
END OF SECTION
Technical Specs - 8
Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007
REVISION OF SECTION 206
EXCAVATION AND BACKFILL FOR STRUCTURES
Section 206 of the Standard Specifications is hereby revised as follows
Subsection 206.03 is revised to include the following:
Structure Excavation — It is anticipated that unsuitable soils will be encountered for the foundation of the box culvert.
The excavation of the unsuitable material has already been accounted for and will be paid for under the Muck Excavation
item.
The Contractor is cautioned that construction equipment may cause the natural soils to pump or deform while performing
excavation work inside and on footings, structural floor slabs, or other structure foundation areas.
Foundation materials which are: a) saturated by either surface or dewatering work by the Contractor; b) frozen for any
reason; or, c) that are disturbed by the Contractor's work or caused to become unacceptable for foundation material
purposes by means of the Contractor's equipment, manpower, or methods of work shall be removed and replaced by the
Contractor at his expense.
Care should be taken when excavating the foundations to avoid disturbing the supporting materials. Excavation by either
hand or careful backhoe soil removal, may be required in excavating the last few inches of material to obtain the subgrade
of any item of the concrete work.
Any over -excavated subgrades that are due to the Contractor's actions, shall be brought back to subgrade elevations by
the Contractor and at his expense in the following manner:
I . For over -excavations of 2 inches or less, either: Backfill and compact with an approved granular materials; backfill with'h inch washed
crushed rock; or fill within concrete at the time of the appurtenant structure concrete pour.
2. For over -excavations greater than 2 inches, backfill and compact with I %a inch washed crushed rock.
Structural Backfill (On -site Fill) - Backfill, and fill within 2 feet of and adjacent to all structures and for full height of
the walls, shall be selected non -swelling material. It shall be granular, well graded, and free from stones larger than 3
inches. Material maybe job excavated, but selectivity will be required as determined by the Engineer. Refer to the Plans
for job specific requirements. Stockpiled material, other than topsoil from the excavation shall be used for backfilling
unless an impervious structural backfill is specified. The backfill material shall consist of either clean on -site granular
materials free of stones larger than 3 inches in diameter with no more than 20% passing the No. 200 sieve, or equivalent
imported materials. All backfill around the structures shall be consolidated by mechanical tamping. The material shall
be placed in 8-inch loose lifts within range of 2% above to 2% below the optimum moisture content and compacted to
95% of Maximum Standard Proctor Density (ASTM D698) for cohesive soils, or to 70% relative density for pervious
material as determined by the relative density of cohesionless soils test, ASTM D4253.
Subsection 206.07is revised to include the following:
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by O.
206-01 Structure Excavation — (CY)
206-02 Structure Backfill (On -Site Fill) — (CY)
206-03 Filter Material (1 ''/z" Washed Rock) — (TON)
Technical Specs - 9
Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007
The above prices and payments shall include fall compensation for furnishing all labor, materials, tools, equipment, and
incidentals and for doing all work involved in Structural Excavation, Backfill, Haul & Leveling, Filter Material
installation, and Dewatering, including without limitation, haul, stockpiling, placing of material, watering or drying soil,
compaction, proof rolling, finish grading, and disposal of unusable materials, as shown on the plans and as specified in
these specifications, and as directed by the Engineer.
END OF SECTION
Technical Specs - 10
Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007
REVISION OF SECTION 208
EROSION CONTROL
Section 208 of the Standard Specifications is hereby revised as follows:
Subsection 208.05 is revised to include the following:
All Erosion Control Devices, Materials, and Techniques required to prevent damage to the storm water facilities as
outlined in the City of Fort Collins Standards will be considered incidental to the work, and shall be included in the price.
No measurement for payment shall be made for maintenance of Erosion Control devices. This item will be paid for as a
lump sum price to the Contractor.
Subsection 208.07 is revised to include the following:
The accepted quantities will be paid for at the contract unit price.
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by O.
208-01 Erosion Control — (LS)
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment,
and incidentals and for doing all work involved in installing and maintaining erosion control, complete -in -place, as
specified in these specifications, and as directed by the Engineer.
END OF SECTION
Technical Specs - 11
Bids will be received as set forth in the Bidding Documents.
The Work is expected to be commenced within the time as required by Section
2.3 of General Conditions. Substantial Completion of the Work is required as
specified in the Agreement.
The successful Bidder will be required to furnish a Performance Bond and a
Payment Bond guaranteeing faithful performance and the payment of all bills
and obligations arising from the performance of the Contract.
No Bid may be withdrawn within a period of forty-five (45) days after the date
fixed for opening Bids.
The OWNER reserves the right to reject any and all Bids, and to waive any
informalities and irregularities therein.
Bid security in the amount of not less than S% of the total Bid must accompany
each Bid in the form specified in the Instructions to Bidders.
Sales Prohibited/Conflict of Interest: No officer, employee, or member of City
Council, shall have a financial interest in the sale to the City of any real
or personal property, equipment, material, supplies or services where such
officer or employee exercises directly or indirectly any decision -making
authority concerning such sale or any supervisory authority over the services
to be rendered. This rule also applies to subcontracts with the City.
Soliciting or accepting any gift, gratuity favor, entertainment, kickback or
any items of monetary value from any person who has or is seeking to do
business with the City of Fort Collins is prohibited
City of Fort Collins
M
James B. O'Neill, II, CPPO, FNIGP
Purchasing/Risk Management Director
07/2001 Section 00020 Paqe 5
Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007
REVISION OF SECTION 210
RESET STRUCTURES
Section 210 of the Standard Specifications is hereby revised as follows
Subsection 210.10 is revised to include the following:
Work contained in this Subsection shall meet the requirements of the current City of Fort Collins and Fort Collins -
Loveland Water District Utilities Standard Construction Specifications or other applicable water utility agency standard
construction specifications. Copies of the specifications can be obtained at The Fort Collins Loveland Water District at
5150 Snead Dr, Fort Collins Colorado.
The Contractor shall cooperate and coordinate with the City Water Utilities Department, Fort Collins -Loveland
Water District and South Fort Collins Sanitation District or other applicable water utility when shutting off water to
minimize downtime to customers. The Contractor shall also coordinate work involving the relocation of fire hydrants,
water meters, curb stops, and water valves, and lowering water and sewer service lines, and water lines. The Contractor
shall supply all materials required to complete the work that is not supplied by the City or other applicable water utility,
and these materials shall be included in the costs of each item. This shall include, but not be limited to; new copper line
and fittings, new stop boxes, meter pits, excavation, backfill and compaction. New copper fittings, stop boxes, and meter
pits will be required at each location.
All structures located in bituminous pavements to be surfaced shall be adjusted prior to, or during paving operations.
All structures located within a concrete pavement shall be adjusted prior to pouring the concrete pavement section.
The Contractor shall perform all work needed to ensure that said structures can be readily adjusted and shall have all
necessary materials on hand prior to commencing the work. The adjustments shall be made as noted below.
All structures shall be adjusted to be '/", (+/-) /" below the pavement surface.
The Contractor shall be responsible for immediately cleaning out all construction materials that may fall into
manholes, valve boxes, or other structures during the construction process. In the event that a structure was not
properly adjusted (i.e. too high or too low) or the structure was covered and not adjusted after the paving operation,
written notice will be given by the Engineer to the Contractor requiring the Contractor to make the necessary adjustments
within 5 working days. In the event that the structure is not adjusted within said time frame; the Engineer shall have the
right to engage a third party to complete the work, and to withhold the cost of such work from payments due the
Contractor.
If a structure is adjusted prior to an overlay operation, the Contractor shall place bituminous base material around the
structure as directed by the Engineer to insure that it will not be a hazard to vehicular traffic. This will be paid for under
the bid item for Asphalt Patching.
Adjust Manhole Ring/Cover — Manholes located within existing asphalt pavement shall be adjusted by removing an
area of pavement with a minimum diameter one foot (1') larger than the structure (centered on the structure). This shall
be done by cutting vertical edges, adjusting the manhole by grouting concrete rings and/or utilizing metal shims to raise
the structure to the proper grade, then spreading and mechanically compacting bituminous material of the same grade and
quality as the adjacent pavement. NOTE. All manholes shall be raised through the top lift
When the manhole adjustment is complete, the slope of the top surface of the manhole cover shall match the slope of the
pavement in both the longitudinal and traverse directions. Any manhole cover which is unstable or noisy under traffic
shall be replaced. This item will be paid under Adjust Manhole Ring/Cover — (EA).
Modify Manhole - Manholes located within existing asphalt pavement or sub -grade shall be adjusted by removing an
area of pavement or sub -grade with a minimum diameter two foot (2') larger than the structure (centered on the
Technical Specs -12
Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007
structure). All OSHA shoring is the responsibility of the Contractor. This shall be done by cutting vertical edges in the
pavement, if required, and excavating below the ground surface to the required barrel seam needed to start the
adjustment. The cone section shall be removed and additional sections added or removed to obtain the plan finished
elevation. All manhole sections shall be cleaned and an approved gasket material applied prior to reassembly. This work
shall be done in accordance with the City of Fort Collins Standard Construction Specification and/or the South Fort
Collins Sanitation District Specifications for Sewer Mains. The excavation shall be backfilled with on -site material and
shall be mechanically compacted or Flowable Fill used if directed by the Engineer. This item will be paid under Modify
Manhole — (EA). Flowable Fill will be paid under Section 608.
Adjust Valve Box— Valve boxes located within asphalt pavement shall be adjusted by removing the existing pavement
around the valve box, adjusting the valve by turning it to the proper grade, trimming the existing asphalt by cutting
vertical edges, then spreading and mechanically compacting bituminous material of the same grade and quality as the
adjacent pavement.
If a valve box cannot be turned up, or can be turned up, but not sufficiently to achieve the proper grade or if the top
section of the valve box is in poor condition, the Contractor shall excavate around the top section of the valve box and
remove and replace the top section with a longer section supplied by the Contractor. The excavation shall then be back
filled with Non -Shrink flowfill to the top of sub -grade, and then, material of the same grade and quality as the adjacent
pavement shall be placed.
The Contractor shall exercise reasonable care while attempting to adjust the valve boxes. If, in the opinion of the
Engineer, the Contractor is negligent and breaks the valve box, the valve box shall be replaced at the Contractor's
expense. This item will be paid under Adjust Valve Box — (EA).
Subsection 210.13 is revised to include the following:
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ( ).
210-01 Adjust Manhole Ring/Cover— (EA)
210-02 Adjust Valve Box — (EA)
210-03 Modify Manhole — (EA)
210-04 Relocate PRV Vault per FCLWD Specs — (EA)
210-05 Relocate Meter Pit — (EA)
210-06 Relocate Fire Hydrant — (EA)
210-07 Relocate CP Test Station — (EA)
210-08 Remove and Relocate Fence — (LF)
210-09 Remove PVC Fence Intact and Deliver to Owner — (LF)
210-10 Remove and Reset Mailbox— (EA)
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and
incidentals, and for doing all the Work involved in adjusting structures, complete -in -place, including non -shrink backfill,
concrete, metal shims, bituminous materials, haul and disposal, excavation, bedding material, backfrll, and compaction as
shown on the plans, as specified in these specifications, and as directed by the Engineer.
END OF SECTION
Technical Specs - 13
Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007
REVISION OF SECTION 304
AGGREGATE BASE COURSE
Section 304 of the Standard Specifications is revised as follows
Subsection 304.01 is revised to include the following:
This work shall consist of placing 6" of Aggregate Base Course (Class 5 or 6) over previously prepared pavement sub -
grade approved by the Engineer. Aggregate Base Course will be used under the asphalt pavement section and shall meet
the requirements of Subsection 703.03.
The proposed material shall meet the following minimum requirements:
LL Maximum: 30
PI Maximum: 6
"R" Value Minimum: 78
The minimum strength coefficient of the Class 5 or 6 Aggregate Base Course shall be 0.11
Subsection 304.06 is revised to include the following:
Aggregate Base Course shall be compacted to at least 95% of maximum density at or near optimum moisture as
determined by ASTM D698.
Subsection 304.07 is revised to include the following:
Aggregate Base Course will be measured by the ton at proper moisture. Quantity will be adjusted accordingly if the
moisture content is too high. Haul and water necessary to bring mixture to optimum moisture will not be measured or
paid for separately, but shall be included in the price for Aggregate Base Course. Load tickets shall be consecutively
numbered for each day.
Soil sterilization shall be applied under all new asphalt paving and shall be considered incidental to the work.
Sterilization shall not be paid for separately under this item.
Subsection 304.08 is revised to include the following:
The accepted quantities of Aggregate Base Course will be paid for at the contract unit price per ton.
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by O.
304-01 Aggregate Base Course — (Class 5 or 6) - 4" Depth — (CIP) — (TON)
304-02 Aggregate Base Course— (Class 5 or 6) —10" Depth— (CIP) — (TON)
304-03 Gravel Shoulder— Class 5 or 6 Aggregate Base (6" Depth) — (TON)
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment and
incidentals and for doing all work involved in Aggregate Base Course including haul, sterilization, and water. The work
will be complete -in -place, as shown on the plans, as specified in these specifications, and as directed by the Engineer.
END OF SECTION
Technical Specs - 14
Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007
REVISION OF SECTION 306
RECONDITIONING
Section 306 of the Standard Specifications is hereby revised for this project as follows
Subsection 306.02 is revised to include the following:
The top 8" of the sub -grade including fill areas (curb, gutter and sidewalk areas) shall be reconditioned by scarifying and
re -compacting. The sub -grade shall be thoroughly mixed and dried or moistened to full depth and compacted as specified
in Section 203.07. The reconditioned surface shall not vary above or below the lines and grades as staked by more than
0.04 foot under asphalt or concrete pavement or 0.08 foot under aggregate base course. The surface shall be tested prior
to application of any base course or pavement. All defective work shall be corrected as directed by the Engineer. The
surface shall be protected and maintained until base course or pavement has been placed. If the Contractor chooses to
use road base as a fine grading material or a material to mitigate over excavated or rain damaged areas this shall
be entirely the Contractor's cost and shall be considered incidental to the Work. The Contractor shall be paid for
reconditioning, if reconditioning has been attempted, and muck excavation in the event that unsuitable material is
encountered and removed at the direction of the Engineer. It shall be at the Engineer's discretion to determine if the
Contractor has made a sufficient effort to control the moisture in the sub -grade material and made a reasonable effort to
recondition the sub -grade.
Soil sterilization shall be applied under all new asphalt paving and shall be considered incidental to the work.
Sterilization shall not be paid for separately under this item.
This item (Reconditioning) will not be necessary or Paid for in Wash stabilized areas.
Subsection 306.04 is revised to include the following:
The accepted quantities of Reconditioning will be paid for at the contract unit price per square yard.
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by O.
306-01 Reconditioning (8") - (SY)
306-02 Sidewalk Preperation — (SY)
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and
incidentals and for doing all work involved in Reconditioning, complete -in -place, including compaction, wetting or
drying, and finish grading, as shown on the plans, as specified in these specifications, and as directed by the Engineer.
END OF SECTION
Technical Specs - 15
Harmony and Ziegler Improvements - Front Range Village Development (2007) Date: May 14, 2007
REVISION OF SECTION 307
FLYASH SUBGRADE STABILIZATION
Section 307 of the Standard Specifications is revised as follows:
This item shall consist of treating the subgrade, adding Class "C" fly ash, mixing and compacting of the mixed material to
the required depth and density. This item applies to natural ground or embankment and shall be constructed as specified
herein and in conformity with the typical sections, lines and grades as shown on the plans or as established by the
Engineer.
MATERIALS
A. Fly Ash - The fly ash shall meet ASTM Specification 618, Section 3.2, when sampled and tested in accordance
with Sections 4, 6, and 8 unless otherwise shown on the plans. Fly ash shall be Class C designation containing a
minimum of 25 percent CaO.
B. Water - The water used in the stabilized mixture shall be clean, clear, and free of sewage, vegetable matter, oil,
acid, and alkali. Water known to be potable may be used without testing. All other sources shall be tested in
accordance with AASHTO T-26 and approved by the Materials Engineer.
EQUIPMENT
A. The machinery, tools and equipment necessary for proper prosecution of the Work shall be on the project site
and approved by the Engineer prior to the beginning of construction operations. All machinery, tools and
equipment used shall be maintained in a satisfactory and workmanlike manner.
B. Fly ash shall be stored and handled in closed weatherproof containers until immediately before distribution on
the road. If storage bins are used, they shall be completely enclosed.
C. If fly ash is furnished in trucks, each truck shall have the weight of fly ash certified on public scales or the
Contractor shall place a set of standard platform truck scales or hopper scales at a location approved by the
Engineer.
CONSTRUCTION METHODS
A. General
It is the primary purpose of this specification to secure a completed course of treated material that contains
the following:
1. Uniform fly ash/soil mixture with no loose or segregated areas;
2. Uniform density and moisture content
3. Is well bound for its full depth
4. A smooth surface suitable for placing subsequent courses.
It shall be the responsibility of the Contractor to regulate the sequence of his work; to process a sufficient
quantity of material to achieve full depth as shown on plans; to use the proper amounts of fly ash; to maintain
the work; and to rework the courses as necessary to meet the above requirements at no additional cost.
Before other construction operations are initiated, the subgrade shall be graded and shaped to enable the fly ash
treatment of materials in place, in conformance with the lines, grades, and thickness shown on the plans.
Unsuitable soil or materials shall be removed and replaced with acceptable material.
The subgrade shall be firm and able to support, without displacement, the construction equipment and the
compaction hereinafter specified. Soft or yielding subgrade shall be corrected and made stable by scarifying,
Technical Specs - 16
Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007
adding fly ash, and compacting until it is of uniform stability.
If the Contractor elects to use a trimming machine that will remove the subgrade material accurately to the
secondary grade, he will not be required to expose the secondary grade or windrow the material. However, the
Contractor shall be required to roll the subgrade, as directed by the Engineer, before using the trimming
machine and correcting any soft areas that this rolling may reveal. This method will be permitted only where a
machine is provided which will ensure that the material is cut uniformly to the proper depth and which has
cutters that will plane the secondary grade to a smooth surface over the entire width of the cut. The machine
shall be of such design that visible indication is given at all times that the machine is cutting to the proper depth.
B. Application
The fly ash shall be spread by an approved spreader at the rate of 12% dry weight of soil as shown on the plans
and as directed by the Engineer. A motor grader shall not be used to spread the fly ash.
The fly ash shall be distributed at a uniform rate and in such manner as to reduce the scattering of fly ash by
wind to a minimum. Fly ash shall not be applied when wind conditions, in the opinion of the Engineer, are such
that blowing fly ash becomes objectionable to traffic or adjacent property owners.
During final mixing, water shall be added to the materials as directed by the Engineer, until the proper moisture
content has been secured. Water shall be added through the pulverizing machine or method acceptable to the
Engineer to develop a uniform, controlled rate addition of the needed moisture. Initial mixing after the addition
of fly ash will be accomplished dry or with a minimum of water to prevent fly ash balls. Final moisture content
of the mix, prior to compaction, shall not exceed the optimum moisture content of the mix by more than two
percent nor by less than the optimum by more than four percent. Should the natural moisture content of the soil
be above the specified range, aeration of the soil may be required prior to addition of the fly ash.
C. Mixing
The soil and fly ash shall be thoroughly mixed by approved rotary mixers or other approved equipment, and the
mixing continued until, in the opinion of the Engineer, a homogeneous, friable mixture of soil and fly ash is
obtained, free from all clods or lumps. Water required to achieve the specified moisture content for the mixture
should be added after initial mixing.
If the soil fly ash mixture contains clods, they shall be reduced in size by raking, blading, disking, harrowing,
scarifying or the use of other approved pulverization methods so that when all non -slaking aggregates retained
on the No. 4 sieve are removed, the remainder of the material shall meet the following requirements when tested
at the field moisture condition or dry by laboratory sieves:
Minimum Passing 1: inch sieve 100 percent
Minimum Passing No. 4 sieve 60 percent
D. Compaction
Compaction of the mixture shall begin immediately after mixing of the fly ash and be completed within one hour
following addition of fly ash and water. The material shall be sprinkled as necessary to maintain the optimum
moisture. Compaction of the mixture shall begin at the bottom and shall continue until the entire depth of
mixture is uniformly compacted to a specified density.
All non -uniform (too wet, too dry or insufficiently treated) areas which appear shall be corrected immediately
by scarifying the areas affected, adding or removing material as required and reshaping the recompacting by
sprinkling and rolling. The surface of the course shall be maintained in a smooth condition, free from
undulations and ruts, until other work is placed thereon or the work is accepted.
Technical Specs - 17
Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007
The stabilized section shall be compacted to the extent necessary to provide the density specified below:
Description:
For fly ash treated subgrade, existing subase or existing base that will receive subsequent sub -base or base courses - Not
less than 95 percent maximum dry density (ASTM D-698)
For fly ash treated sub -base or base that will receive surface course - Not less than 95 percent maximum dry density
(ASTM D-698)
In addition to the requirements specified for density, the full depth of the material shown on the plans shall be compacted
to the extent necessary to remain firm and stable under construction equipment. After each section is completed, the
Engineer will make tests as necessary. If the material fails to meet the density requirements, the Engineer may require it
to be reworked as necessary to meet those requirements or require the Contractor to change his construction methods to
obtain required density on the next section. Throughout this entire operation, the shape of the course shall be maintained
with a blade, and the surface, upon completion, shall be smooth and in conformity with the typical section shown on the
plans and to the established lines and grades. Grading should be terminated within two hours after blending of the fly
ash. Should the material, due to any reason or cause, lose the required stability, density and finish before the next course
is placed or the work is accepted, it shall be reprocessed, re -compacted and refinished at the sole expense of the
Contractor. Reprocessing shall follow the same pattern as the initial stabilization, including the addition of fly ash.
E. Finishing, Curing and Preparation for Surfacing
After the final course of the treated sub -grade, sub -base or base has been compacted, it shall be brought the
required lines and grades in accordance with the typical sections.
The resulting base surface shall be thoroughly rolled with a pneumatic tire roller and "clipped", "skinned" or
"tight bladed" by a power grader to a depth of approximately 3 inch, removing all loosened stabilized
material from the section. Re -compaction of the loose material should not be attempted. The surface shall
then be thoroughly compacted with the pneumatic roller, adding small increments of moisture as needed
during rolling. If plus No. 4 aggregate is present in the mixture; one complete coverage of the section with
the fat wheel roller shall be made immediately after the "clipping" operation. When directed by the
Engineer, surface finishing methods may be varied from this procedure provided a dense, uniform surface,
free of surface compaction plans, is produced. The moisture content of the surface material must be
maintained within the specified range during all finishing operations. Surface compaction and finishing shall
proceed in such a manner as to produce, in not more than two hours, a smooth, closely knit surface, free of
cracks, ridges or loose material conforming to the crown, grade and line shown on the plans.
2. After the fly ash treated course has been finished as specified herein, the surface shall be protected against
rapid drying by either of the following curing methods for a period of not less than three days or until the
surface or subsequent courses are placed:
(a) Maintain a thorough and continuously moist condition by sprinkling.
(b) Apply a two-inch layer of earth on the completed course and maintain in a moist condition.
(c) Apply an asphalt membrane to the treated course, immediately after same is completed. The
quantity and type of asphalt approved for use by the Engineer shall be sufficient to completely
cover and seal the total surface of the base between crown lines and all voids. If the Contractor
elects to use this method, it shall be the responsibility of the Contractor to protect the asphalt
membrane from being picked up by traffic by either sanding or dusting the surface of same. The
asphalt membrane may remain in place when the proposed surface or other base courses are
placed. Asphaltic emulsions are not acceptable for the asphaltic membrane.
METHOD OF MEASUREMENT
Technical Specs - 18
Harmony and Ziegler Improvements— Front Range Village Development (2007) Date: May 14, 2007
Fly Ash Subgrade Stabilization will be measured by the square yard to the limits as constructed in the field and be paid
for at the contract unit price per square yard.
NOTE: The square yards of Fly Ash Subgrade Stabilization is an estimate only based on the soils report and
general knowledge of the soil conditions in this area. The subgrade areas to be stabilized with fly ash will be
determined by the Engineer based upon results after proof rolling and effects resulting from inclement
weather conditions. Subgrade areas not requiring fly ash stabilization will be Reconditioned (Revision of
Section 306), measured by the square yard as constructed in the field and paid for at the Reconditioning
contract unit Drice Der square vard.
BASIS OF PAYMENT
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ().
307-01 Fly -Ash - 12" Depth - 12% - (SY)
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and
incidentals and for doing all work involved in Fly ash stabilization, complete -in -place, including compaction, and wetting
or drying as shown on the plans, as specified in these specifications, and as directed by the Engineer.
END OF SECTION
Technical Specs - 19
Harmony and Ziegler Improvements — Front Range Village Development (2007)
Date: May 14, 2007
REVISION OF SECTION 401 & 703
PLANT MIX PAVEMENTS — GENERAL & AGGREGATES
Section 401 and 703 of the Standard Specifications is hereby revised as follows:
Subsection 401.02 is hereby revised to include the following:
Requests made in writing by the Contractor for changes in the job mix formula will be considered by the Engineer.
A job mix formula shall be determined by the Contractor and submitted to the Engineer for approval a minimum of
one week prior to the beginning of construction for each proposed change. The Contractor shall provide the
Engineer with an asphalt mix design report from an independent testing laboratory acceptable to the
Engineer. The report shall state the Mix properties, optimum oil content, job mix formula and recommended mixing
and placing temperatures. The costs for all job mix formulas shall be the responsibility of the Contractor.
If the Contractor uses more than three (3) job mix formulas for a type of plant mix pavement used, the City may
charge the Contractor for testing and evaluation of the mix designs, including the costs for calibration of a Nuclear
Asphalt Oven.
For Superpave Mixes, delete Table 401-2 and replace with the following:
TABLE 401-2
Grading
Test Procedure
Minimum Test
Sampling Frequency
Result
All Gradings
CP L-5109 Method B
80
One per 10, 000 metric tons (10,000 tons) or
fraction thereof (minimum)
In subsection 401.02, delete the second, third, and fourth paragraphs and replace with the following:
1. A proposed plant mix pavement mix design prepared in accordance with Colorado Procedure 52(CP52-99),
including a proposed job -mix gradation for each mixture required by the Contract which shall be fully within the
Master Range Table, Tables 703-3A, B, and C, before the tolerances shown in Table 401-1 are applied. The
weight of lime shall be included in the total weight of the material passing the 75 mm (No. 200) sieve. The
restricted zone boundaries shown for atl gradings in Tables 703-3A, 703-313, and 703-3C are to be used as
guidelines in mix design development. However, the job -mix gradation is not required to pass above or below
the restricted zone boundaries.
2. The name of the refinery supplying the asphalt cement and the source of the anti -stripping additive.
3. A sufficient quantity of each aggregate for the Department to perform the tests specified in section 2.2.1 of CP52.
In subsection 401.02 delete Table 401-1, including the footnotes, and replace with the following:
ABLE 401-113itumen Content t0.3%
.sphalt Recycling Agent f0.2%
emperature of Mixture When Discharged from Mixer t 10°C
lot Bituminous Pavement - Item 403
the 9.5 mm (3/8') and larger sieves f6%
the the 4.75 mm (No. 4) and 2.36 tern (No. 8) sieves t5%
the 600 mm (#30) sieve tA%
the 75 mm (#200) sieve t2%
When 100% passing is designated, there shall be no tolerance. When 90-100% passing is designated, 90%
shall be the minimum; no tolerance shall be used.
Delete Subsection 401.07 and replace with the following:
Technical Specs - 20
Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007
Plant mix pavement shall be placed only on properly prepared unfrozen surfaces which are free of water, snow, and ice.
The plant mix pavement shall be placed only when both the air and surface temperatures equal or exceed the
temperatures specified in Table 401-3 and the Engineer determines that the weather conditions permit the pavement to be
properly placed and compacted.
Table 401-3
Placement Temperature Limitations in °C
Compacted Layer
Minimum Surface and Air
Thickness in
Temperature °C ff )
mm (inches)
Top
Layers Below
Layer
Top Layer
<38 (1%2)
15 (60)
10 (50)
38 (1'h) - 45 (3)
10 (50)
5 (40)
75 (3) or more
7 (45)
2 (35)
Note: Air temperature is taken in the shade. Surface is defined as the existing base on which the
new pavement is to be placed.
If the temperature falls below the minimum air or surface temperatures, paving shall stop.
The Contractor shall schedule the work so that no planed or recycled surface is left without resurfacing for more than 10
calendar days during the period specified in Table 401-3A, below. The Contractor shall immediately place a temporary
hot bituminous pavement layer on any surface that has been planed or recycled and can not be resurfaced in accordance
with the above temperature requirements within 10 calendar days after being planed or recycled. The minimum thickness
of the temporary hot bituminous pavement layer shall be 50 mm (2 inches). The Contractor shall perform the quality
control required to assure adequate quality of the hot bituminous pavement used in the temporary layer. All applicable
pavement markings shall be applied to the temporary layer surface. The Contractor shall maintain the temporary layer for
the entire period that it is open to traffic. Distress which affects the ride, safety, or serviceability of the temporary layer
shall be immediately corrected to the satisfaction of the Engineer. The temporary hot bituminous pavement layer shall be
removed when work resumes.
Table No. 401-3A
Periods Requiring Overlay of Treated Surfaces
Location by Elevation
Period During Which Planed or Recycled
Surfaces Must be Overlaid within Ten Days
All areas below and including 2100 m
October 1 to March 1
(7000 feet)
All areas above 2100 m (7000 feet) up to
September 5 to April 1
and including 2600 m (8500 feet)
All areas above 2600 m (8500 feet)
August 20 to May 15
Technical Specs - 21
SECTION 00100
INSTRUCTIONS TO BIDDERS
Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007
In Subsection 401.15, delete the third and fourth paragraphs (including table) and replace with the following:
The minimum temperature of the mixture when discharged from the mixer and when delivered for use shall be as shown
in the following table:
Asphalt Grade
p
Minimum Mix Discharge
Temperature, °C (°F)*
Minimum Delivered
Mix Temperature, °C (OF)**
PG 58-28
135 (275)
113 (235)
PG 58-22
138 (280)
113 (235)
PG 64-22
143 (290)
113 (235)
AC-20 Rubberized
160 (320)
138 (280)
PG 76-28
160 (320)
138 (280)
PG 70-28
149 (300)
138 (280)
PG 64-28
149 (300)
138 (280)
PG 58-34
149 (300)
138 (280)
* The maximum mix discharge temperature shall not exceed the minimum discharge temperature by more than
17°C (30°F) .
** Delivered mix temperature shall be measured behind the paver screed.
Hot -mix asphalt mixture shall be produced at the lowest temperature within the specified temperature range that produces
a workable mix and provides for uniform coating of aggregates (95% minimum in accordance with AASHTO T 195), and
that allows the required compaction to be achieved.
Subsection 401.16 is hereby revised to include the following:
The mixture shall be laid upon an approved surface, spread and struck off to provide for drainage to the side(s) of the
roadway with a minimum cross slope of two percent (2%) or as directed by the Engineer.
In subsection 401.17, first paragraph, delete the last two (2) sentence and replace with the following:
When the mixture contains unmodified asphalt cement (PG 58-28, PG 58-22, or PG 64-22) or modified (PG 58-34), and
the surface temperature falls below 85°C (185 °F), no further compaction effort will be permitted unless approved. If the
mixture contains modified asphalt cement (AC-2 OR, PG 76-28, PG 70-28, or PG 64-28) and the surface temperature falls
below 110°C (230 °F), no further compaction effort will be permitted unless approved.
Subsection 401.17 is hereby revised to include the following:
All pneumatic tire rubbers shall be equipped with rubber skirts.
Technical Specs - 22
Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14,2007
In subsection 703.04 delete Table 703-3 and replace with Tables 703-3A, B, and C as follows:
TABLE 703-3A
Master Range Table for Hot Bituminous Pavement (Grading S)
Sieve
Size
Percent by Weight
Passing Square Mesh
Sieves
Restricted Zone Boundary (Guideline)
Minimum
Maximum
37.5 rum (11/2")
25.0 nun (1")
too
19.0 mm (3/4")
90- 100
12.5 mm (1/2")
9.5 MM (3/g•)
4.75 mm (#4)
2.36 nun (#8)
23-49
34.6
34.6
1.18 nun (# 16)
22.3
28.3
600 min (#30)
16.7
20.7
300 min (#50)
13.7
13.7
150 nun (#100)
75 mm (#200)
11 - 11 -11, "'llll 11 1!
2-8
1-11 1. _NFFMOPOP
These additional Form 43 Specification Screens will initially be established using values from the As Used
Gradation shown on the Design Mix.
TABLE 703-3B
Technical Specs - 23
Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007
Master Range Table for Hot Bituminous Pavement (Grading SX)
Sieve
Size
Percent by Weight
Passing Square Mesh
Sieves
Restricted Zone Boundary (Guideline)
Minimum
Maximum
37.5 mm (I V2")
25.0 turn (1")
19.0 MM (3 14")
too
12.5 nun (1/2")
90-100
9.5 MM (3/8")
4.75 nun (#4)
2.36 mm (#8)
28-58
39.1
39.1
1.18 rum (#16)
25.6
31.6
600 nun (#30)
19.1
23.1
300 nun (#50)
15.5
15.5
150 nun (#100)
75 mm (#200)
2- 10
These additional Form 43 Specification Screens will initially be established using values from the As Used
Gradation shown on the Design Mix.
TABLE 703-3C
Master Range Table for Hot Bituminous Pavement (Grading SG)
Technical Specs - 24
Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007
Sieve
Size
Percent by Weight
Passing Square Mesh
Sieves
-
Restricted Zone Boundary (Guideline)
Minimum
Maximum
37.5 nun (1%2")
100
25.0 mm (1")
90 - 100
19.0 tutu (%")
12.5 mm (V2")
9.5 mm (3/8,•)
4.75 turn(#4)
*
39.5
39.5
2.36 mm (#8)
19 - 45
26.8
30.8
1.18 tutu (#16)
18.1
24.1
600 turn (#30)
*
13.6
17.6
300 nun (#50)
11.4
11.4
150 mm (#100)
75 mm (#200)
1-7
These additional Form 43 Specification Screens will initially be established using values from the As Used
Gradation shown on the Design Mix.
END OF SECTION
Technical Specs - 25
Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007
REVISION OF SECTION 403
HOT BITUMINOUS PAVEMENT
Section 403 of the Standard Specifications is hereby revised as follows:
Subsection 403.01 is revised to include the following:
Hot Bituminous Pavement — This shall consist of constructing one or more courses of HBP Grading S & SG over
existing pavement or subgrade surfaces previously prepared by the contractor or City of Fort Collins Crews.
Asphalt Hand Patching — HBP Grading S & SG shall be used in locations as directed by the Engineer. These quantities
will be restricted to small areas which require hand placement methods and conventional paving equipment cannot be
utilized.
Asphalt Leveling Course'/ Grading S — (PG 64-22) — (TON)
WestBound Harmony Detour Paveing - 200'x601x4" (2" PG 64-22 on 3" PG 58-28) — This work will consist of
installing 3" of PG 58-28 SG with a 2" PG 64-22 top lift at the "shoe-flys" to detour traffic around the concrete
intersection work and the fill work on the Westbound lanes of Harmony Road. The City of Fort Collins' anticipates using
a shoe -fly at approximate locations: STA 132+50 to 134+50 AND STA 163+00 to 165+00. The fill required to build up
the shoe-flys will be included in the earth as fill is necessary in these locations per the final design. Pavement cutting,
excavation, subgrade preparation, haul and disposal, bituminous materials, aggregate, asphalt cement, asphalt recycling
agent, additives, hydrated lime, and all other work necessary to complete each hot bituminous pavement item will not be
paid for separately but shall be included in the unit price bid. The item will be paid as per Ton.
Subsection 403.02 is revised to include the following:
Laboratory Mix Design — Grading S & SG - The mix designs shall be prepared by an independent laboratory
acceptable to the Engineer and shall be submitted by the Contractor to the Engineer for approval a minimum on one (1)
month prior to the beginning of paving for this project. The criteria for the mix design is as follows:
HBP Grading S & SG
SEE TABLE 403-1 NEXT PAGE FOR DESIGN CRITERIA
A request made in writing by the Contractor for changes in the job mix formula will be considered by the Engineer.
The Contractor shall prepare a quality control plan outlining the steps taken to minimize segregation of HBP. This plan
shall be submitted to the Engineer and approved prior to beginning the paving operations. When the Engineer
determines that segregation is unacceptable, the paving shall stop and the cause of segregation shall be corrected
before paving operations will be allowed to resume. The Contractor will not be allowed to clean the paver hoper
during paving operations.
Reclaimed materials will not be allowed in Hot Bituminous Pavement. A maximum of 20% reclaimed material will be
allowed for HBP Grading SG. The Contractor shall construct the work such that all roadway pavement placed prior to
the time paving operations end for the year, shall be completed to the full thickness required by the plans. The
Contractor's Progress Schedule shall show the methods to be used to comply with this requirement.
Technical Specs - 26
Harmony and Ziegler Improvements— Front Range Village Development (2007)
Date: May 14, 2007
Vertical drop offs will not be allowed at the end of any days paving. Paper ioints will be required to a taper equaling 3
times the amount of drop. Paving joints shall beat the lane lines or in the center of the lane. In no case shall the
paving ioints be in the wheel path. The contractor shall submit a longitudinal joint and pavement marking plan 3
days prior to paving.
PAVEMENT SECTION:
Grading S-100 (PG 64-28)
Grading SG-100 (PG58-28)
Aggregate Base Coarse
Flyash Treated Subgrade
NOTE: All Contract Quantites are Based
on a Preliminary Pavement Design
by Terracon. The City is currently
performing a final pavement design
for Harmony and Ziegler. The Quantites
are Representative of the Design we
Anticipate on each Roadway.
The design mix for Grading S, SX, and SG shall conform to the following:
TABLE 403-1
Property
Test
Method
Grading S
Grading SG
Grading SX
N/A this Project '.
Air Voids, percent at:
N (initial)
CPL 5115
> 11.0
> 11.0
> 11.0
•(design)
3.0-5.0
3.0-5.0
3.0-5.0
N (maximum)
> 2.0
> 2.0
> 2.0
Lab Compaction (Revolutions):
N (initial) (a)
CPL 5115
8
8
(a)
N (design) (b)
100
100
(b)
N (maximum) (a)
174
174
(a)
Stability, minimum (a)
CPL 5106
42
42
(a)
(for information)
Aggregate Retained on the 4.75 mm
(No. 4) Sieve with at least two
CP 45
60
60
60
Mechanically Induced Fractured
Faces, % minimum
Accelerated Moisture Susceptibility
CPL 5109
Tensile Strength Ratio (Lottman),
Method B
80
80
80
minimum
Minimum Dry Split Tensile
CPL 5109
205 (30)
205 (30)
205 (30)
Strength, kPa (psi)
Method B
Grade of Asphalt Cement
Top Layer
PG 64-28
PG 58-28
PG 64-28
Grade of Asphalt Cement Layers
PG 64-28
PG 58-28
PG 64-22
Below Top
Voids in the Mineral Aggregate
CP 48
14.0
12.0
(a)
(VMA) %minimum (a
Voids Filled with Asphalt (VFA) %
(a)
Al MS-2
65 - 75
65 - 75
(a)
(a) Current CDOT Design Criteria
(b) Residential 50, Collector 75, Arterial 100
Technical Specs - 27
Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007
Note: AIMS-2 = Asphalt Institute Manual Series 2
Note: The current version of CPL 5115 is available from the Region Materials Engineer.
Note: Mixes with gradations having less than 40% passing the 4.75 mm (No. 4) sieve shall be approached
with caution because of constructability problems.
Subsection 403.03 is revised to include the following:
Regardless of the delivery temperature, the mixture shall not be placed for use on the roadway at a temperature lower
than 225' F.
Emulsified Asphalt for tack coat shall be Grade CSS-lh. The tack coat shall consist of a 1:1 dilution (one (1) part
emulsified asphalt to one (1) part water). The application rate for tack coat shall be approximately 0.1 gallons per square
yard.
The existing pavement shall be broomed and cleaned to be free of dirt, water, vegetation and other deleterious matter
immediately prior to commencing the paving operation. Edges of the area to be patched shall be sawcut vertically, and
perpendicular or parallel to the roadway, as directed by the Engineer. Tack coat shall be placed against clean, vertical
edges on all sides of the area to be patched.
Hot Bituminous Pavement Grading S and SX shall be placed in equal lifts not exceeding three (3) inches. The minimum
lift thickness for Grading SX shall be one (1) inch and Grading S shall be (1 V2) inch. HBP Grading SG shall be placed
in equal lifts not exceeding four (4) inches and the minimum lift thickness shall be three (3) inches. Overlaying layers of
Hot Bituminous Pavement shall not be placed until the lower layer has cooled sufficiently to provide a stable material
which will support the equipment without rutting, shoving or moving in any manner. Tack coat shall be placed between
all lifts.
NOTE: Any leveling courses placed shall be paid for at the contract unit price for Hot Bituminous Pavement.
Subsection 403.04 shall include the following:
Hot Bituminous Pavement Grading SX, S and SG, will be measured by the ton and paid for at the Contract Unit Price for
Asphalt Patching and Hot Bituminous Pavement. Pavement cutting, excavation, subgrade preparation, haul and disposal,
bituminous materials, aggregate, asphalt cement, asphalt recycling agent, additives, hydrated lime, and all other work
necessary to complete each hot bituminous pavement item will not be paid for separately but shall be included in the unit
price bid.
Load slips shall be consecutively numbered for each day and shall include batch time.
Subsection 403.05 is revised to include the following:
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by O.
403-01 Hot Bituminous Pavement — Grading S — 100 — (2" Depth) — (PG 64-28) — (TON)
403-02 Hot Bituminous Pavement— Grading S — 100 — (2.5" Depth) — (PG 64-22) —(TON)
403-03 Hot Bituminous Pavement — Grading SG — 100 — (4" Depth) — (PG 58-28) — (TON)
403-04 Asphalt Leveling Course 3/a Grading S - 100 — (PG 64-28) — (TON)
403-05 Asphalt Hand Patching — Grading S — 100 — (3") — (PG 64-28) — (TON)
Technical Specs - 28
Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007
403-06 Asphalt Hand Patching —Grading SG -100 (7" Depth) — (PG 58-28) —(TON)
403-07 WestBound Harmony Detour Paving - 200'x60'x5" (2" PG 64-28 on 3" PG 58-28) —(TON)
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and
incidentals, and for doing all the work involved in Hot Bituminous Pavement and Asphalt Patching, including pavement
cutting, excavation, subgrade preparation, haul and disposal, compaction, rolling, surface preparation, and bituminous
materials, complete in -place, as shown on these plans, as specified in these specifications, and as directed by the
Engineer.
END OF SECTION
Technical Specs - 29
Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007
REVISION OF SECTION 412
PORTLAND CEMENT CONCRETE PAVEMENT
Section 412 of the Standard Specifications is hereby revised as follows
Subsection 412.03 is revised to include the following:
Concrete pavement shall conform to Class "P" concrete as specified in Subsections 601.02 and 601.03. Class "P"
concrete shall have a minimum 28-day field compressive strength of 4200 psi.
The Contractor shall submit a concrete mix design for Class "P" showing and establishing the proportions of all the
ingredients. The Contractor shall be responsible for all subsequent adjustments necessary to produce the specified
concrete mix. The Contractor shall submit a new mix design based on the Class "P" requirements when a change
occurs in the type of cement, or sources of fly ash, or aggregate. The contractor may delete Class F fly ash and
also substitute Size 67 aggregate in lieu of the larger aggregate blend for the Class "P" concrete only upon the
approval of the mix design submitted to the Engineer.
The Contractor shall also submit a mix design for High Early Concrete. This mix shall have a minimum 24-hour
field compressive strength of 3000 psi and a minimum 28-day field compressive strength of 4200 psi. This item
shall be paid for by the cubic yard of concrete used. It shall include supplying, placing, curing and texturing the high
early concrete. Payment for the cost of using high early concrete will be paid for by the cubic yard for the
incremental increase in cost and will be paid only when the Engineer requires use of high early concrete.
No concrete shall be placed until the applicable mix design and maturity relationship has been submitted, reviewed
and approved by the Engineer. Review and approval of the mix designs by the Engineer will not constitute
acceptance of the concrete. Acceptance shall be based solely on the work conforming to the specifications and
on satisfactory test results of the concrete placed on this project.
Subsection 412.12 is revised to include the following:
Immediately following the burlap drag finish, the surface shall be given an "astroturf drag finish. Materials used for
final finish shall be of such texture and weight to produce a uniform texture similar to a broom type finish. Drags
shall be full width of the new pavement and maintained in acceptable condition as specified for "astroturf' drag
finish.
Subsection 412.13 is revised to include the following:
The Contractor shall saw joints early enough to control or limit random cracking but not too early as to create
chipping along the sawed joint. Saw cutting will not be allowed between the hours of 9:00 p.m. and 6:00 a.m.
unless approved by the Engineer. Saw cutting joints shall be included in this work and will not be paid for
If the Contractor proposes variations from CDOT M Standards, it is requested that the Contractor shall prepare a
navement joint and doweling lavout for aonroval by the Engineer.
Subsection 412.17 is revised to include the following:
The concrete pavement smoothness shall meet the requirements of Category 4, Class I, as shown in Table 412-1 for
the Profilograph test.
Subsection 412.18 is revised to include the following:
Technical Specs - 30
Harmony and Ziegler Improvements— Front Range village Development (2007) Date: May 14, 2007
Silicone joint sealant material: Concrete joints shall be sealed with an approved silicone joint sealant material. A
copy of the manufacturer's recommendations pertaining to the application of the sealant shall be submitted to the
Engineer for approval prior to the beginning of work, and these recommendations shall be adhered to by the
Contractor, with such exceptions as this specification may require. The sealant material shall be applied into the
joint using equipment and techniques recommended by the joint sealant manufacturer. The Engineer may elect to
check for bonding or adherence to the sides of the joint. If the sealant does not bond to the joint, the Contractor shall
remove the joint sealant material and clean and reseal these joints in accordance with the criteria outlined.
Backer rod: Shall be a round, heat resistant material meeting the requirements set forth by the joint sealant
manufacturer. The Contractor shall submit the proposed material to the Engineer for review and approval prior to
use. The backer rod shall be placed in such a manner that the grade for the proper depth of the sealant material is
maintained. The depth of the sealant shall be a maximum of % inch.
The Contractor shall thoroughly clean the joint and adjacent pavement surface for a width of not less than one inch
(1") on each side of the joint of all scale, dirt, dust, residue, or any foreign material that will prevent bonding of the
joint sealant. This operation is to be accomplished by immediately flushing the joints with water after sawing. The
joints shall be sandblasted after they have dried, just prior to sealing. After sandblasting, the joint shall be cleaned
using compressed air with a minimum pressure of 100 psi. The sandblasting and air cleaning shall be performed on
the same day as the backer rod placement and joint sealant application. Sealant shall not commence for a minimum
of 24 hours after sawing or a weather event without approval of the Engineer.
Enhanced Concrete Crosswalk — 10" — Davis Tile Red w/Stamped Border — Concrete crosswalks shall be Class
"P" concrete as specified in Section 412 of these specifications. The concrete shall be integrally colored with the
required lbs. of Davis Color per sack of cement. The Contractor shall submit a new mix design based on the Class
"P" requirements when a change occurs in the type of cement, flyash or aggregate size. The Color of the crosswalks
will be Davis Color "Tile Red". The texture will be Brickform Texture Mats FM-3500 Cal Weave, 24"x24". The
surface of the concrete crosswalk shall be sealed and protected from drying by applying Davis W-1000 Clear Cure
and Seal, or approved equal. The unit price bid per square foot of concrete crosswalk shall include the entire
Contractor's costs. The price bid shall include: saw cutting, furnishing and installing dowel bars and keyways as
required; supplying, forming, placing, finishing, and edging the concrete surface; curing/sealing materials; joint
materials/sealers; texturing equipment as determined, and all other related and necessary materials, work, and
equipment required to construct the concrete crosswalks in accordance with the Specifications.
Subsection 412.24 is revised to include the following:
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by O.
412-01 Concrete Pavement (10") — (SY)
412-02 Enhanced Concrete Crosswalk— 10" — Tile Red w/Stamped Border — (SY)
The above prices and payment shall include full compensation for furnishing all labor, materials, tools, equipment,
and incidentals, and for doing all the work involved in placing concrete pavement, complete -in -place, including haul,
concrete materials, finishing the surface, saw cutting the joints, curing, placing dowels, and sealing joints as shown
on the plans, as specified in these specifications, and as directed by the Engineer.
END OF SECTION
Technical Specs - 31
REVISED BID SCHEDULE
ADDENDUM 2
6055 HARMONY AND ZIEGLER ROAD IMPROVEMENTS FRONT RANGE VILLAGE DEVELOPMENT
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program
Dated: 615/2007
Item #
Item Description
Quantity
Unit
Unit Cost
Total Cost
Roadway Improvements
201-01
Clear and Grubbing
1
LS
202-01
Remove Curb and Gutter
3555
LF
202-02
Remove Sidewalk
14297
SF
202-03
Remove Asphalt - Full Depth (4"-8")
17320
Sy
202-04
Profile Milling
3320
SY
202-05
Remove Tree - 48"- Diameter
4
EA
202-06
Remove Tree 24" Diameter
1
EA
202-07
Remove Pipe
460
LF
202-08
Remove Inlet
2
EA
202-09
Remove Existing FES
6
EA
202-10
Remove Concrete Channel
320
LF
202-11
Remove Leech Field and Sceptic Tank
1
LS
202-12
Remove Area Intel
1
EA
202-13
Remove Irrigation Structure
1
EA
202-14
Remove Existing Hydrant per FCI-WD Specs
1
EA
202-15
Remove Headwall
2
EA
202-16
Remove Gate
5
EA
202-17
Remove Retaining Wall
2
EA
203-01
Unclassified Excavation
1083
CY
203-02
Embankment-CIP
12720
CY
203-03
Borrow Suitable Fill
11637
CY
203-04
To soil (Striping, Stockpiling, and Placing)
6696
CY
203-05
Import Screened Topsoil (6") in Parkway Areas
657
CY
203-06
Median Fill - 60/40 Mix
2903
CY
203-07
Splashblock/Hardscape Shaping - CIP
30513
SF
203-08
Flowfill Over Shallow Utilities
407
CY
203-09
Muck Excavation - CIP
200
CY
206-01
Structure Excavation
267
CY
206-02
Structure Backfill On -Site Material
267
CY
206-03
Filter Material - 1 1/2" Washed Rock
65
TON
208-01
Erosion Control
1
LS
210-01
Adjust Manhole RingJCover
15
EA
210-02
Adjust Valve Box
10
EA
210-03
Modify Manhole
4
EA
210-04
Relocate PRV Vent per FCLVVD Specs
1
EA
210-05
Relocate Meter Pit
4
EA
210-06
Relocate Fire Hydrant
1
EA
210-07
Relocate CP Test Station
7
EA
210-08 lRemove
and Relocate Fence
8201
LF
SECTION 00100
INSTRUCTIONS TO BIDDERS
1.0 DEFINED TERMS
Terms used in these Instructions to Bidders which are defined in the
Standard General Conditions of the Construction Contract (No. 1910-8,
1990 ed.) have the meanings assigned to them in the General Conditions.
The term "Bidder" means one who submits a Bid to OWNER, as distinct from
a sub -bidder, who submits a Bid to Bidder. The terms "Successful Bidder"
means the lowest, qualified, responsible and responsive Bidder to whom
OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an
award. The term "Bidding Documents" includes the Advertisement or
Invitation to Bid, Instructions to Bidders, the Bid Form, and the
proposed Contract Documents (including all Addenda issued prior to
receipt of Bids).
2.0 COPIES OF BIDDING DOCUMENTS
2.1. Complete sets of Bidding Documents may be obtained as stated in the
Invitation to Bid. No partial sets will be issued. The Bidding
Documents may be examined at the locations identified in the Invitation
to Bid.
2.2. Complete sets of Bidding Documents shall be used in preparing Bids;
neither OWNER nor Engineer assumes any responsibility for errors or
misinterpretations resulting from the use of incomplete sets of Bidding
Documents.
2.3. The submitted Bid proposal shall include Sections 00300, 00410,
00420, and 00430 fully executed.
2.4. OWNER and Engineer, in making copies of Bidding Documents available
on the above terms, do so only for the purpose of obtaining Bids on the
Work and do not confer a license or grant for any other use.
3.0 QUALIFICATION OF BIDDERS
3.1 To demonstrate qualifications to perform the Work, each Bidder must
submit at the time of the Bid opening, a written statement of
qualifications including financial data, a summary of previous
experience, previous commitments and evidence of authority to conduct
business in the jurisdiction where the Project is located. Each Bid must
contain evidence of Bidder's qualification to do business in the state
where the Project is located or covenant to obtain such qualification
prior to award of the contract. The Statement of Qualifications shall be
prepared on the form provided in Section 00420.
3.2. In accordance with Section 8-160 of the Code of the City of Fort
Collins in determining whether a bidder is responsible, the following
12/03 Section 00100 Paqe 1
Harmony and Ziegler Improvements - Front Range Village Development (2007) Date: May 14, 2007
REVISION OF SECTION 506
RIPRAP
Section 506 of the Standard Specifications is hereby revised as follows
Subsection 506.01 is revised to include the following:
This work consists of the construction of riprap sections with riprap, Type II bedding and covered with topsoil in
accordance with these specifications and in conformity with the lines and grades shown on the plans or established
grades.
Subsection 506.02 is revised to include the following:
Color of buried riprap shall be approved by the Engineer. Exposed riprap shall be gray to blue gray in color or as
approved by the Engineer.
Rock used for riprap shall be hard, durable, angular in shape and free from cracks, over -burden, shale and organic
matter. Thin, slab type stones, rounded stones and flaking rock shall not be used. Removed concrete shall not be
used for riprap without specific written approval by the Engineer. Service records of the proposed material will
be considered by the Engineer in determining the acceptability of the rock. Neither breadth nor thickness of a single
stone shall be less than one-third (1/3) its length.
Bedding material shall conform to the specification for Type II Filter material as per the City of Fort Collins Storm
Drainage Design Criteria and Construction Standards (Table 12-3) or CDOT Class A filter material (Section
703.09).
Subsection 506.03 is revised to include the following:
Wherever possible, the excavation for the riprap sections shall be undisturbed material, or where this is not
possible, the underlying materials shall be compacted to 95% of maximum density as determined by ASTM D
698. The bottom of the excavation shall have a uniform slope, be reasonably smooth, free from mounds and
windrows and free of debris prior to placing the filter material.
Bedding material shall be placed on top of the sub -grade material prior to riprap installation at all locations of riprap
sections shown on the plans. The layer shall be shaped to provide the minimum thickness of bedding material as
shown on the details of the plans.
Riprap material shall be placed immediately after the bedding material is placed and in a manner to provide a well -
graded mass of stone with minimum voids. Riprap may be machine -placed with sufficient handwork to minimize
disturbance of the bedding material layer. This material shall be placed to the required thickness and grade shown
on the details of the plans.
Topsoil material shall be used to backfill and bury the entire riprap bed area and compacted to insure thorough
settling of the topsoil within the rock voids. The top three inches (3") of the topsoil shall be loosely placed. This
material shall be placed to the required thickness as shown on the details of the plans. The contractor shall utilize,
when appropriate, existing topsoil on site.
Subsection 506.04 is revised to include the following:
Riprap sections specified in the plans will be paid for at the contract unit price per EA. The unit price bid shall
include all costs associated with installation of the bedding material, riprap and topsoil including excavating for the
placement of these materials, all materials, delivery, stockpiling and handling of the riprap.
Subsection 506.05 is revised to include the following:
Technical Specs - 32
Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by O.
506-01 D-50 Buried Rip -Rap, 6" Topsoil (CIP Per Detail) — (EA)
The above prices and payment shall include full compensation for furnishing all labor, materials, tools, equipment,
and incidentals, and for doing all the work involved in excavating, placing riprap, bedding and topsoil, complete -in -
place, including haul and stockpile of materials, handling of the riprap and finish grading of the surface as shown on
the plans, as specified in these specifications, and as directed by the Engineer.
END OF SECTION
Technical Specs - 33
Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007
REVISION OF SECTION 601
STRUCTURAL CONCRETE
Section 601 of the Standard Specifications is hereby revised as follows:
Subsection 601.01 is revised to include the following:
This work shall consist of the construction of a double barrel cast -in -place box culvert, wing walls, parapet walls,
railings and necessary conduits in accordance with the plans, specifications, and the Larimer County Urban Area
Street Standards (Refer to detail drawing 11-0IF). It shall be the Contractor's responsibility to purchase and
familiarize themselves with these specifications. The Contractor is responsible for providing all materials and
equipment necessary to meet the requirements of the Colorado Department of Transportation Standards and Latimer
County Urban Area Street Standards.
Mix Design
1. Compressive Strength: 4000 psi at 28 days
a. Minimum number of cylinders passing above requirement shall be 90%.
b. Minimum strength of cylinder acceptable, 3800 psi.
2. Cement Content: 6 bags per cubic yard minimum
3. Maximum Permissible Water — Cement Ratio
a. For 4000 psi strength, non air -entrained, absolute ratio by weight 0.49.
b. For 4000 psi strength, air -entrained, absolute ratio by weight 0.45.
4. Slump: Four inch maximum.
5. Air Content: 6% +/- 1 %% for concrete with exposed surfaces or subject to freezing and thawing; not
required for other concrete.
All Shop Drawings must be approved by the Design Engineer (Gary Weeks with Weeks and Associates).
The accepted quantities will be paid for at the contract unit price.
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by O.
601-01 Concrete Retaining Wall with Footer and 6' Attached Block Wall — (EA)
601-02 Concrete Wall Extension with Guardrail — (LS)
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment,
and incidentals and for doing all Work involved in a cast in place box culvert, as shown on the plans, as specified in
these specifications, and as directed by the Engineer.
END OF SECTION
Technical Specs - 34
Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007
REVISION OF SECTION 603
CULVERTS AND SEWERS
Section 603 of the Standard Specifications is hereby revised as follows:
Subsection 603.01 is revised to include the following:
This work shall consist of the construction and reconstruction of reinforced concrete pipe, pipe encasement, pipe
connections, and joint encasement in accordance with the plans, specifications, the City of Fort Collins Storm
Drainage Design Criteria and Construction Standards. It shall be the Contractor's responsibility to purchase and
familiarize themselves with these specifications. The Contractor shall include in the Work all the necessary items to
complete the Work including but not limited to excavation, bedding, backfill, and compaction.
The accepted quantities will be paid for at the contract unit price.
Payment will be made under:
Pay Item and Pav Unit
The pay unit is denoted by O.
603-01 18" RCP Class III — (LF)
603-02 24" RCP Class III — (LF)
603-03 19"00" HERCP Class III — (LF)
603-04 34"x53" HERCP Class III — (LF)
603-05 8" HDPE Pipe — (LF)
603-06 18" RCP Class III FES — (EA)
603-07 19"x30" HERCP Class III FES — (EA)
603-08 Concrete Encasement — (LF)
603-09 18" RCP Thru Retaining Wall — (EA)
603-10 Tie 34"x53" HERCP to Existing Concrete irrigation Ditch — CIP — (EA)
603-11 Tie to Existing Manhole— (EA)
603-12 4" Median Underdrain Pipe— (Perforated) - (LF)
603-13 4" Median Underdrain Pipe — (Solid) - (LF)
603-14 4" Median Underdrain clean -out — (EA)
603-15 4" Median Underdrain/Storm Sewer Tie-in (Core Drill and Connect with Non -shrink Grout) — (EA)
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment,
and incidentals and for doing all Work involved in installing pipe and encasing joints, complete in -place, as shown
on the plans, as specified in these specifications, and as directed by the Engineer. Concrete and/or Asphalt patching
will be paid for separately under the appropriate item.
END OF SECTION
Technical Specs - 35
Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007
REVISION OF SECTION 604
MANHOLES, INLETS, AND METER VAULTS
Section 604 of the Standard Specifications is hereby revised as follows: Fort Collins Loveland Water District
Specifications can be obtained at 5150 Snead Drive Fort Collins, Colorado. A mandatory pre -construction will be
required before the contractor starts any work on the district system.
Subsection 604.01 is revised to include the following:
This work shall consist of the construction of manholes, CDOT Type `R' inlets, type 16 combination inlets, and
providing and maintaining erosion control, in accordance with the plans, specifications, and the City of Fort Collins
Storm Drainage Design Criteria and Construction Standards. It shall be the Contractor's responsibility to purchase
and familiarize themselves with these specifications. The Contractor shall include the cost of excavation, backfill,
compaction, and installation and maintenance of erosion control into each item listed in this section.
The Contractor shall clean all sediment caught in the storm sewer system due to this project. The frequency of the
cleaning shall be at the direction of the Engineer. The Contractor will not be allowed to flush the pipes with water.
All Erosion Control Devices, Materials, and Techniques required to prevent damage to the storm water facilities as
outlined in the City of Fort Collins Standards will be considered incidental to the work, and shall be included in the
price. No measurement for payment shall be made for maintenance of Erosion Control devices.
Subsection 604.02 is revised to include the following:
Proportioning shall conform to the requirements for Class B concrete as described in Section 601
Subsection 604.08 is revised to include the following:
The accepted quantities will be paid for at the contract unit price
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by O.
604-01 5' Type R-Inlet— (EA)
604-02 10' Type R Inlet— (EA)
604-03 15' Type R Inlet — (EA)
604-04 18" Area Inlet — (EA)
604-05 Inlet Type "C" — (EA)
604-06 8" HDPE Area inlet and Tie in (Core Drill and Connect with Non -shrink Grout) — (EA)
604-07 Double Type 13 Inlet — (EA)
604-08 24" Headwall — CIP — (EA)
604-09 Tie 18" RCP to Existing Storm Sewer with Concrete Collar — (EA)
604-10 4' Diameter Sewer Manhole— (EA)
604-11 4" PVC Conduit Sleeving for Median Irrigation— (LF)
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment,
and incidentals and for doing all work involved in constructing inlets, constructing manholes, and installing and
maintaining erosion control, complete -in -place, as specified in these specifications, and as directed by the Engineer.
END OF SECTION
Technical Specs - 36
Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007
REVISION OF SECTION 608
SIDEWALKS AND DECORATIVE CROSSWALKS
Section 608 of the Standard Specifications is hereby revised for this project as follows
Subsection 608.01 is revised to include the following:
This work shall consist of the construction of concrete sidewalks (6"), pedestrian access ramps, exposed aggregate
median splashblock, driveways, crosspans, and drive approaches, in accordance with the plans and specifications.
Required saw cutting will be incidental to the work and will not be measured or paid for separately. The use of
aggregate base material for fine grading or over excavated areas will not be paid for separately.
Subsection 608.02 is revised to include the following:
Proportioning shall conform to the requirements for Class "B" concrete as described in Section 601 with the
exception the minimum 28 day compressive strength shall be 4000 psi.
The Contractor shall also submit a mix design for High Early Concrete. This mix shall have a minimum 24-hour
compressive strength of 3000 psi and a minimum 28-day compressive strength of 3500 psi. It shall include
supplying, placing, curing and texturing the high early concrete. The price shall apply to all Sections including
Section 412, 608 and 610. Payment for extra cost of using high early concrete will be paid for by the cubic
yard for the incremental increase in costs and will be paid only when the Engineer requires use of high early.
Subsection 608.04 is revised to include the following:
Exposed Aggregate Concrete: The Exposed Aggregate Concrete shall be Class "EA" concrete integrally colored
with 1 %2 lbs. of Davis Color No. 5237 "San Diego Buff' per sack of cement. The surface of the Exposed Aggregate
Concrete shall be sealed and protected from drying by applying Davis W-1000 Clear Cure and Seal, or approved
equal. "San Diego Buff' shall be used for all exposed aggregate concrete in the median.
Truncated Dome Panels: Pedestrian Access Warning Cast Iron Plates — East Jordan Iron Works Model 7005-71.
Detectable warnings on new curb ramps shall be truncated domes of the dimensions shown in the plans. Domes shall
be prefabricated by the manufacturer as a pattern on concrete or masonry pavers. Pavers shall meet all Americans
with Disabilities Act (ADA) requirements for truncated domes, and when installed, shall be capable of producing the
pattern of domes as shown in the plans. Pavers shall meet the requirements of ASTM C 902 or ASTM C 936.
It is the Contractor's responsibility to adequately protect their work from damage by weather (including cold, heat,
rain, wind), vandalism, or other causes until such time as it is accepted by the City. If traffic control devices are used
to protect the work, they will not be paid for separately, but shall be included in the work.
Subsection 608.05 is revised to include the following:
The Concrete Driveway (6"), Sidewalk (6"), Access Ramps w/Landings (8"), Drive Approach (6") and Concrete
Crosspan/Apron (9 1/2") items will be measured by the square foot of finished flatwork. The price for the Access
Ramps (8") shall include the truncated dome panel landing area. Ramp area shall be measured from the back of
the curb to the back of the walk from point of curb return to point of curb return.
Subsection 608.06 is revised to include the following:
The accepted quantities will be paid for at the contract unit price
Pavment will be made under:
Pay Item and Pay Unit
Technical Specs - 37
Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007
The pay unit is denoted by ( ).
608-01 Concrete Sidewalk (6") — (SF)
608-02 Concrete Pedestrian Access Ramps with Truncated Domes (8") — (SF)
608-03 Pedestrian Refuge Island Ramp with Truncated Domes (8") — (SF)
608-04 Sidewalk Chase— per Detail— (EA)
608-05 Concrete Drive Approach w/ Aprons (8") — (SF)
608-06 Concrete Driveway Approach (6") — (SF)
608-07 Exposed Aggregate Median Cover— San Diego Buff (4") — (SF)
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment,
and incidentals, and for doing all work involved in constructing concrete sidewalks, miscellaneous flatwork, access
ramps, drive approaches, and driveways, complete -in -place, including haul, concrete materials, finishing the surface,
saw cutting joints, curing, placing dowels, and sealing joints as shown on the plans, protection from staining existing
concrete from washing the exposed aggregate, cutting the plastic used to separate the different colors as specified in
these specifications, and as directed by the Engineer.
END OF SECTION
Technical Specs - 38
Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007
REVISION OF SECTION 609
CURB AND GUTTER
Section 609 of the Standard Specifications is hereby revised as follows
Subsection 609.01 is revised to include the following:
This work shall consist of the construction of cast in place vertical 6" curb and gutter, 6" outfall curb and gutter (I-ft
pan), and concrete lined irrigation ditch accordance with the details and these specifications. The unit price bid per
linear foot of curb and gutter, no sidewalk, includes construction of new curb and gutter sections, complete and in
place, measured along the flow line. Removal of curb and gutter is not included in this section, but will be measured
and paid separately as described in Section 202. It is the Contractor's responsibility to adequately protect their
Work from damaee by weather, vandalism, or other causes until such time as it is accepted by the City. If traffic
control devices are used to protect the work, they shall not be paid for separately, but shall be included in the work.
Subsection 609.02 is revised to include the following:
Proportioning shall conform to the requirements for Class "B" concrete as described in Section 601 with the
exception the minimum 28 day compressive strength shall be 4000 psi.
Subsection 609.07 is revised to include the following:
The accepted quantity of curb and gutter will be paid for at the contract unit price per linear foot.
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by O.
609-01 Vertical Curb & Gutter (30") - (LF)
609-02 Outfall Curb & Gutter (18") - (LF)
609-03 Combination Vertical Curb with attached 6' Wide Bike Lane/Gutter— (LF)
The above prices and payments shall include full compensation for famishing all labor, materials, tools, equipment,
and incidentals, and for doing all work involved in constructing vertical curb and gutter, variable height curb and
gutter, concrete median curb, complete -in -place, including haul, concrete materials, finishing the surface, saw cutting
joints, curing, placing dowels, and sealing joints as shown on the plans, as specified in these specifications, and as
directed by the Engineer.
END OF SECTION
Technical Specs - 39
Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007
REVISION OF SECTION 619
WATER LINES
Section 619 of the Standard Specifications is hereby revised as follows:
Subsection 619.01 is revised to include the following:
FCLWD WATER LINES ITEMS
This work shall include installing ductile iron pipe (DIP), gate valves, tees, bends, tapping saddles, plugs, reaction
blocks and joining to existing lines and other items as shown on the plans and as designated by the Engineer. This
work shall meet the requirements of the current Fort Collins -Loveland Water District Standards. It shall be the
Contractors responsibility to purchase and familiarize themselves with these specifications; they can be obtained at
5150 Snead Drive Fort Collins, Colorado.
All work associated with installing the water lines that is NOT itemized in the bid tab shall be considered incidental
to the work and will not be paid for separately. This includes, but is not limited to excavating and backfilling, valve
boxes, plugs, thrust blocks, bedding materials, poly -wrap, chlorinating, pressure testing and all materials incidental
to completing the installation and connections to existing water lines.
Subsection 619.06 is revised to include the following: The contractor will be required to install the irrigation tap
and meter pit to Fort Collins Loveland Water District the installation of the backflow preventer and access steel cage
to City of Fort Collins Irrigation Specifications. Parks and recreation will have to finial inspection will have to be
coordinated by the contractor.
Subsection 619.05 is revised as follows:
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ().
619-01 '/" Irrigation Service & Meter Pit/Copper-Corp-Curb Stop per COFC Spec including Backflow
Preventer/Pressure Reducer Assembly/Metal Screen Cover — (EA)
619-02 Fire Hydrant Assembly (6", tap valve, pipe, hydrant) per COFC Spec — (EA)
The above prices and payment shall include full compensation for furnishing all labor, materials, tools, equipment,
and incidentals, and for doing all the work involved in installing ductile iron water pipe and valves, connecting to
existing water lines according to the Fort Collins -Loveland Water District Standards, complete -in -place, as shown on
the plans, as specified in these specifications, and as directed by the Engineer.
END OF SECTION
Technical Specs - 40
Harmony and Ziegler Improvements— Front Range Village Development (2007) Date: May 14, 2007
REVISION OF SECTION 630
TRAFFIC CONTROL DEVICES
Section 630 of the Standard Specifications is hereby revised as follows:
Subsection 630.01 shall be revised as follows:
This work shall consist of furnishing, installing, moving, maintaining and removing temporary traffic signs, advance
warning arrows panels, barricades, channeling devices, and delineators as required by the latest revision of the
"Manual on Uniform Traffic Control Devices for Streets and Highways" (MUTCD), the City of Fort Collins' "Work
Area Traffic Control Handbook", June 1989 with Revisions dated May 29, 1991, and the City of Fort Collins'
"Design Criteria and Standards for Streets, Subsection 1.4, "Barricades, Warning Signs, Signal Lights", July, 1986.
This work includes use of the above devices to channelize or direct traffic away from the work zone, but does not
include work zone protection. It is the Contractor's responsibility to protect his work zone and to protect Pedestrians
and Bicyclists from potential hazards arising from his work until such time as the work has been completed and can
be opened to traffic.
Traffic Control Devices shall be measured and paid for under this section based upon a lump sum pay item.
In the event of a conflict between the MUTCD criteria and the City's criteria, the City's criteria shall govern.
Traffic control devices shall be placed and/or stored in the City right-of-way in such a manner that minimizes the
hazards to pedestrians, bicyclists and vehicles. Proper placement and storage of traffic control devices will be
subject to the Engineer's discretion.
Traffic control devices shall be removed from the site immediately upon completion of the Work, but not before the
concrete has cured sufficiently to allow vehicular traffic to use it.
Message Boards — Will be placed to the plan designed by the City of Fort Collins. This item will be paid for per
day (Day).
Traffic Control — The scope for the traffic control has been described under Section 01580 Traffic Regulation.
This item will be paid for as a lump sum (LS).
Subsection 630.02 shall include the following:
All traffic control devices placed for this project must meet or exceed the minimum standards set forth in the
MUTCD. All traffic control devices shall be clean and in good operating condition when delivered and shall be
maintained in that manner on a daily basis. All traffic control devices shall be clearly marked and free of crossed out
information or any other form of defacement that detracts from the purpose for which they are intended (i.e. crossed
out information, information written in long -hand style, etc.)
Additionally, any sign blank with sign faces on both sides must have the back sign face covered when in use to avoid
confusion to motorists traveling in the opposite direction and other potentially affected parties, such as residents
affected by any information the sign may present.
Subsection 630.05, the second paragraph shall include the following:
The reflective material shall be AP 1000 Polyester (Reflexite Corporation), 3M Type III or Transparent (Reflexite
Corporation). Vinyl material is not acceptable unless its brightness is equivalent to or greater than the types named
as approved by the Engineer.
Subsection 630.08 shall be revised as follows:
Technical Specs - 41
shall be considered: (1) The ability, capacity and skill of the bidder to
perform the contract or provide the services required, (2) whether the
bidder can perform the contract or provide the service promptly and
within the time specified without delay or interference, (3) the
character, integrity, reputation, judgment, experience and efficiency of
the bidder, (4) the quality of the bidder's performance of previous
contracts or services, (5) the previous and existing compliance by the
bidder with laws and ordinances relating to the contract or service, (6)
the sufficiency of the financial resources and ability of the bidder to
perform the contract or provide the service, (7) the quality,
availability and adaptability of the materials and services to the
particular use required, (8) the ability of the bidder to provide future
maintenance and service for the use of the subject of the contract, and
(9) any other circumstances which will affect the bidder's performance of
the contract.
3.3. Each Bidder may be required to show that he has handled former Work
so that no just claims are pending against such Work. No Bid will be
accepted from a Bidder who is engaged on any other Work which would
impair his ability to perform or finance this Work.
3.4 No Bidder shall be in default on the performance of any other
contract with the City or in the payment of any taxes, licenses or other
monies due to the City.
4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE
4.1. It is the responsibility of each Bidder, before submitting a Bid,
to (a) examine the Contract Documents thoroughly, (b) visit the site to
familiarize himself with local 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, (d) study
and carefully correlate Bidder's observations with the Contract
Documents, and (e) notify Engineer of all conflicts, errors or
discrepancies in the Contract Documents.
4.2. Reference is made to the Supplementary Conditions for
identification of: Subsurface and Physical Conditions SC-4.2.
4.3. The submission of a Bid will constitute an incontrovertible
representation by Bidder that Bidder has complied with every requirement
of this Article 4, that without exception the Bid is premised upon
performing and furnishing the Work required by the Contract Documents and
such means, methods, techniques, sequences or procedures of construction
as may be indicated in or required by the Contract Documents, and that
the Contract Documents are sufficient in scope and detail to indicate and
convey understanding of all terms and conditions for performance and
furnishing of the Work.
12/03 Section 00100 Paqe 2
Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007
control on this Project is the responsibility of the
For this project, a Traffic Control Plan shall be prepared. The Traffic Control Plan shall be submitted for
approval to the Traffic Division by 12:00 noon, two working days prior to the commencement of work.
(Note: Traffic Control Plans for work done on Monday and Tuesday shall be submitted the previous Friday
by 9:00 a.m.). Facsimiles of plans shall not be allowed. No phase of the construction shall start until the Traffic
Control Plan has been approved. Failure to have an approved Traffic Control Plan shall constitute cause for the City
to stop work, as well as the Contractor's forfeiture of payment for all work and materials at that location, with no
adjustment in the contract time.
The Traffic Control Plan shall include, as a minimum, the following:
(1) A detailed diagram which shows the location of all sign placements, including advance
construction signs (if not previously approved), fines doubled for speeding signs and speed limit
signs; method, length and time duration for lane closures, and location of flag persons.
(2) A tabulation of all traffic control devices shown on the detailed diagram including, but not limited
to: construction signs; vertical panel; vertical panel with light; Type I, Type II, and Type III
barricades; cones; drum channeling devices; advance warning flashing or sequencing arrow panel.
Certain traffic control devices may be used for more than one operation or phase. However, all
devices required for any particular phase must be detailed and tabulated for each phase.
(3) Number of flaggers to be used.
(4) Parking Restrictions to be in affect.
Approval of the proposed method of handling traffic is intended to indicate minimum devices needed to control
traffic. Such approval does not relieve the Contractor of liability specifically assigned to him under this contract.
Parking Restrictions shall be clearly shown on the Traffic Control Plan, including the location and quantity of "NO
PARKING" signs, the date to be placed, and the date to be removed. Failure to have an approved Traffic Control
Plan, including the Parking Restriction information listed above shall constitute cause for the City to stop work, as
well as the Contractor's forfeiture of payment for all work and materials at that location, with no adjustment in the
contract time.
Subsection 630.09 shall be revised as follows:
Traffic Control Management shall be performed by a Traffic Control Supervisor (TCS). The TCS(s) shall possess a
valid Driver's License, a current American Traffic Safety Services Association (ATSSA) certification as a Worksite
Traffic Control Supervisor or Colorado Contractor's Association (CCA) certification as a Traffic Control Supervisor.
(Proof of certification shall be presented to the City Traffic Control Manager, and when requested by a City
representative, for each TCS utilized on this project.)
This Project will require a full-time Traffic Control Supervisor (TCS).
The TCS shall have a minimum of one-year experience as a certified TCS. The TCS shall be on site at all
times during the construction. Qualifications shall be submitted to the Engineer for approval a minimum of
one week prior to commencement of the work.
Technical Specs - 42
Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007
The TCS shall be equipped with a cellular phone. The cost of this phone shall be incidental to the work. The
TCS cellular phone number will be made available to the Engineer, Inspector, and the General Contractor
It is the intent of the specifications that the TCS be the same person throughout the project. If the TCS is to
be replaced during the project, the Engineer shall be given a minimum of one (1) weeks notice and
qualifications shall be submitted for approval of the TCS replacement.
Payment for the TCS shall be included in the lump sum pay item.
The TCS's duties shall include, but not be limited to:
(1) Preparing, revising and submitting Traffic Control Plans as required.
(2) Direct supervision of project flaggers.
(3) Coordinating all traffic control related operations, including those of the Subcontractors, City
Streets Department, and suppliers.
(4) Coordinating project activities with appropriate police and fire control agencies, Transfort, school
districts and other affected agencies and parties prior to construction.
(5) Maintainink a project traffic control diary which shall become part o the City's project records.
(6) Inspecting traffic control devices on every calendar day for the duration of the project.
(7) Insuring that traffic control devices are functioning as required.
(8) Overseeing all requirements covered by the plans and specifications, which contribute to the
convenience, safety and orderly movement of traffic.
(9) Flagging.
(10) Setting up and maintaining traffic control devices.
(t l) Attending weekly progress meetings as requested by the Engineer and/or Contractor.
(12) Shall perform a minimum of Five (5) complete site checks per day, during day light hours,
including weekends and/or as requested by the City of Fort Collins representatives.
Traffic control management shall be maintained on a 24-hour per day basis. The Contractor shall make
arrangements so that the Traffic Control Supervisor or their approved representative will be available on
every working day, "on call" at all times and available upon the Engineer's request at other than normal
working hours.
All traffic control devices shall be placed under the supervision of a Traffic Control Supervisor.
The Traffic Control Supervisor shall have up to date copies of the City of Fort Collins' "Work Area Traffic Control
Handbook", and Part VI of the MUTCD, pertaining to traffic controls for street and highway construction, available
at all times.
Subsection 630.13 shall be revised as follows:
Technical Specs - 43
Harmony and Ziegler Improvements — Front Range Village Development (2007) Date: May 14, 2007
The Contractor shall supply and pay all costs associated with the traffic control for this project. Traffic Control
devices as per the provided traffic control plans are minimum requirements, additional devices, signage may be
required after initial set-up is completed This applies to all phases of this project.
The accepted quantities will be paid for at the contract unit price for each of the pay items listed below:
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by O.
630-01 Specialty Signs 3" Letters on 48" x 48" — (EA)
630-02 Message Boards (4 Boards for a total of 6 Days) — (Day)
630-03 Type III Barricades — (Section)
630-04 Traffic Control — (LS)
Flaggers and all incidental equipment will not be measured and paid for separately, but shall be included in the
Work. The flaggers shall be provided with electronic communication devices when required. These devices will not
be measured and paid for separately, but shall be included in the Work.
The cost of batteries, electricity and/or fuel for all lighting or warning devices shall not be paid for separately but
shall be considered subsidiary to the item and shall be included in the Work. Sandbags will not be measured and
paid for separately, but shall be included in the Work. The Contractor may provide larger construction traffic signs
than those typically used in accordance with the MUTCD, if approved; however, no additional payment will be made
for the larger signs. The City shall not be responsible for any losses or damage due to theft or vandalism.
SPECIAL CONDITIONS FOR WORK ON ARTERIALS AND COLLECTORS
NOTE: Cross street traffic shall be maintained at all times unless authorized by the Engineer in writing.
NOTE: Full closures on arterials and collectors, including those listed above, will be allowed under extreme
circumstances and only upon approval by the Engineer and City Traffic Division. Plans shall be approved a
minimum of one week prior to the commencement of work and/or the time required to adequately notify the
public through the media.
NOTE: The General Specifications provides additional details on allowed closures along Harmony Road and Ziegler
Road.
SPECIAL CONDITIONS FOR WORK ON RESIDENTIAL STREETS
NOTE: Full closures on all residential streets shall be allowed as shown on the traffic control plans only if
approved by the City Traffic Division.
END OF SECTION
Technical Specs - 44
5.0 INTERPRETATIONS AND ADDENDA.
5.1. All questions about the meaning or intent of the Bidding Documents are to
be submitted in writing to the Engineer and the OWNER. Interpretation or
clarifications considered necessary in response to such questions will be
issued only by Addenda. Questions received less than seven days prior to
the date for opening of the Bids may not be answered. Only questions
answered by formal written Addenda will be binding. Oral and other
interpretations or clarifications will be without legal effect.
5.2. All questions concerning the scope of this project should be
directed to the Engineer. Questions regarding submittal of bids should
be directed to the City of Fort Collins' Purchasing Division.
5.3. Addenda may also be issued to modify the Bidding Documents as
deemed advisable by OWNER or Engineer.
5.4. Addenda will be mailed or delivered to all parties recorded by the
OWNER as having received the Bidding documents.
6.0 BID SECURITY
6.1. Each Bid must be accompanied by Bid Security made payable to OWNER
in the amount stated in the Invitation to Bid. The required security
must be in the form of a certified or bank cashier's check payable to
OWNER or a Bid Bond on the form enclosed herewith. The Bid Bond must be
executed by a surety meeting the requirements of the General Conditions
for surety bonds.
6.2. The Bid Security of the successful Bidder will be retained until
such Bidder has executed the Agreement and furnished the required
contract security, whereupon Bid Security will be returned. If the
successful Bidder fails to execute and deliver the Agreement and furnish
the required contract security within 15 days of the Notice of Award,
OWNER may annul the Notice of Award and the Bid Security of that Bidder
will be forfeited. The Bid Security of other Bidders whom OWNER believes
to have reasonable chance receiving the award may be retained by OWNER
until the earlier of the seventh day after the effective date of the
Agreement or the thirty-first day after the Bid Opening, whereupon Bid
Security furnished by such Bidders will be returned. Bid Security with
Bids which are not competitive will be returned within seven days after
the Bid opening.
7.0 CONTRACT TIME.
The number of days within which, or the date by which the Work is to be
substantially complete and also completed and ready for Final Payment
(the Contract Times) are set forth in the Agreement.
8.0 LIQUIDATED DAMAGES.
12/03 Section 00100 Paae 3
Provisions for liquidated damages are set forth in the Agreement.
9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT
The Contract, if awarded, will be on the basis of material and equipment
described on the Drawings or specified in the Specifications without
consideration of possible substitute or "or equal" items. Whenever it is
indicated on the Drawings or specified in the Specifications that a
substitute or "or equal" item of material or equipment may be furnished
or used by CONTRACTOR if acceptable to Engineer, application for such
acceptance will not be considered by Engineer until after the "effective
date of the Agreement". The procedure for submittal of any such
application by CONTRACTOR and consideration by Engineer is set forth in
the General Conditions which may be supplemented in the General
Requirements.
10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS
10.1. Each Bidder shall submit at the Bid opening to OWNER a list of
principal subcontractors he proposes to use in the Work. Refer to
Section 00430 contained within these Documents.
10.2. If OWNER or Engineer after due investigation has reasonable
objection to any proposed Subcontractor, either may, before the Notice of
Award is given, request the apparent successful Bidder to submit an
acceptable substitute without an increase in Bid price. If the apparent
successful Bidder declines to make any substitution, OWNER may award the
contract to the next lowest responsive and responsible Bidder that
proposes to use acceptable subcontractors. Subcontractors, suppliers,
other persons or organization 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 OWNER and ENGINEER subject to revocation of
such acceptance after the effective date of the Agreement as provided in
the General Conditions.
10.3. CONTRACTOR shall not be required to employ any subcontractor,
supplier or other persons or organizations 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.
11.0 BID FORM.
11.1. A copy of the Bid Form is bound in the Contract Documents which
may be retained by the Bidder. A separate unbound copy is enclosed for
submission with the Bid.
11.2. Bid Forms must be complete in ink or typed. All lump sum prices
on the form must be stated in words and numerals; in case of conflict,
words will take precedence. Unit prices shall govern over extensions of
SUMS.
12/03 Section 00100 Page 4
11.3. Bids by corporations must be executed in the corporate name by the
president or a vice-president (or other appropriate officer accompanied
by evidence of authority to sign) and the corporate seal shall be affixed
and attested by the secretary or an assistant secretary. The corporate
address and state of incorporation shall be shown below the corporate
name.
11.4. Bids by partnerships must be executed in the partnership name and
signed by a partner, his title must appear under his signature and the
official address of the partnership must be shown below the signature.
11.5. Bids by joint venture shall be signed by each participant in the
joint venture or by an authorized agent of each participant. The full
name of each person or company interested in the Bid shall be listed on
the Bid Form.
11.6. The Bid shall contain an acknowledgement of receipt of all Addenda
(the numbers of which must be filled in on the Bid Form).
ll.7. No alterations in Bids, or in the printed forms therefore, by
erasures, interpolations, or otherwise will be acceptable unless each
such alteration is signed or initialed by the Bidder; if initialed, OWNER
may require the Bidder to identify any alteration so initialed.
11.8. The address and telephone number for communications regarding the
Bid shall be shown.
12.0 BID PRICING.
Bids must be priced as set forth in the Bid Schedule or Schedules.
13.0 SUBMISSION OF BIDS.
13.1. Bids shall be submitted at the time and place indicated in the
Invitation to Bid and shall be enclosed in an opaque sealed envelope
marked with the Project title, Bid No., and name and address of the
Bidder and accompanied by the Bid Security, Bid Form, Bid Bond, Statement
of Bidders Qualifications, and Schedule of Subcontractors as required in
Section 00430. If the Bid is sent through the mail or other delivery
system, the sealed envelope shall be enclosed in a separate envelope with
the notation "BID ENCLOSED" on the face of it.
13.2. Bids shall be deposited at the designated location prior to the
time and date for receipt of Bids indicated in the Invitation to Bid, or
any extension thereof made by addendum. Bids received after the time and
date for receipt of Bids will be returned unopened. Bidder shall assume
full responsibility for timely delivery at the location designated for
receipt of Bids.
12/03 Section 00100 Paae 5
13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid and
will not receive consideration.
13.4. No Bidder may submit more than one Bid. Multiple Bids under
different names will not be accepted from one firm or association.
14.0 MODIFICATION AND WITHDRAWAL OF BIDS.
14.1. Bids may be modified or withdrawn by an appropriate document duly
executed (in a manner that a Bid must be executed) and delivered to the
place where Bids are to be submitted at any time prior to the opening of
Bids.
14.2. Bids may also be modified or withdrawn in person by the Bidder or
an authorized representative provided he can prove his identity and
authority at any time prior to the opening of Bids.
14.3. Withdrawn Bids may be resubmitted up to the time designated for
the receipt of Bids provided that they are then fully in conformance with
these Instructions to Bidders.
15.0 OPENINGS OF BIDS.
Bids will be opened and (unless obviously non -responsive) read aloud
publicly as indicated in the Invitation to Bid. An abstract of the
amounts of the Base Bids and major alternates '(if any) will be made
available after the opening of Bids.
16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE.
All Bids shall remain open for forty-five (45) days after the day of the
Bid Opening, but OWNER may, in his sole discretion, release any Bid and
return the Bid Security prior to that date.
17.0 AWARD OF CONTRACT.
17.1. OWNER reserves the right to reject any and all Bids, to waive any
and all informalities not involving price, time or changes in the Work,
to negotiate contract terms with the Successful Bidder, and the right to
disregard all nonconforming, nonresponsive, unbalanced or conditional
Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if
OWNER believes that it would not be in the best interest of the Project
to make an award to that Bidder, whether because the Bid is not
responsive or the Bidder is unqualified or of doubtful financial ability
or fails to meet any other pertinent standard or criteria established by
OWNER. Discrepancies between the indicated sum of any column of figures
and the correct sum thereof will be resolved in favor of the correct sum.
17.2. In evaluating Bids, OWNER will consider the qualifications of the
Bidders, whether or not the Bids comply with the prescribed requirements,
and such alternates, unit prices and other data, as may be requested in
12/03 Section 00100 Paqe 6
the Bid Form or prior to the Notice of Award.
17.3. OWNER may consider the qualification and experience of
Subcontractors, Suppliers, and other persons and organizations proposed
for those portions of the Work as to which the identity of
Subcontractors, Suppliers, and other persons and organizations is
submitted as requested by OWNER. OWNER also may consider the operating
costs, maintenance requirements, performance data and guarantees of major
items of materials and equipment proposed for incorporation in the Work
when such data is required to be submitted prior to the Notice of Award.
17.4. OWNER may conduct such investigations as OWNER deems necessary to
assist in the evaluation of any Bid and to establish the responsibility,
qualifications and financial ability of the Bidder's proposed
Subcontractors, Suppliers and other persons and organizations to do the
Work in accordance with the Contract Documents to OWNER's satisfaction
within the prescribed time.
17.5. If the Contract is to be awarded, it will be awarded to the lowest
responsive and responsible Bidder whose evaluation by OWNER indicates to
OWNER that the award will be in the best interest of the OWNER. Award
shall be made on the evaluated lowest base bid excluding alternates. The
basis for award shall be the lowest Bid total for the Schedule or, in the
case of more than one schedule, for sum of all schedules. Only one
contract will be awarded.
17.6. If the Contract is to be awarded, OWNER will give the Successful
Bidder a Notice of Award within forty-five (45) days after the date of
the Bid opening.
18.0 CONTRACT SECURITY.
The General Conditions and the Supplementary Conditions set forth OWNER's
requirements as to performance and other Bonds. When the Successful
Bidder delivers the executed Agreement to the OWNER, it shall be
accompanied by the required Contract Security.
19.0 SIGNING OF AGREEMENT.
When OWNER gives a Notice of Award to the Successful Bidder, it will be
accompanied by the required number of unsigned counterparts of the
Agreement with all other written Contract Documents attached. Within
fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the
required number of counterparts of the Agreement and attached documents
to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER
shall deliver one fully signed counterpart to CONTRACTOR. Each
counterpart is to be accompanied by a complete set of the Drawings with
appropriate identification.
12/03 Section 00100 Paae 7
20.0 TAXES.
OWNER is exempt from Colorado State Sales and Use Taxes on materials and
equipment to be incorporated in the Work. Said taxes shall not be
included in the Contract Price. Reference is made to the General and
Supplementary Conditions.
21.0 RETAINAGE.
Provisions concerning retainage are set forth in the Agreement.
22.0 PURCHASING RESTRICTIONS.
Purchasing restrictions: The Bidder's authorized signature of this Bid
assures the Bidder's compliance with the City's purchasing restrictions.
A copy of the resolutions are available for review in the Purchasing and
Risk Management Division or the City Clerk's office.
A. Cement Restrictions: City of Fort Collins Resolution 91-121
requires that suppliers and producers of cement or products
containing cement to certify that the cement was not made in cement
kilns that burn hazardous waste as a fuel.
23.0 COLLUSIVE OR SHAM BIDS.
Any Bid deemed by the City in its sole discretion to be a collusive or
sham Bid will be rejected and reported to authorities as such. Your
authorized signature of this Bid assures that such Bid is genuine and is
not a collusive or sham Bid.
24.0 BID RESULTS.
For information regarding results for individual Bids send a self-
addressed, self -stamped envelope and a Bid tally will be mailed to you.
Bid results will be posted in the Purchasing office seven (7) days after
the Bid Opening.
END OF SECTION
12/03 Section 00100 Paqe 8
SECTION 00300
BID FORM
SECTION 00300
BID FORM
PROJECT: 6055 Harmony and Ziegler Road Improvements - Front Range Village
Development
Place
Date
1. In compliance with your Invitation to Bid dated
and subject to all conditions thereof, the undersigned
a (Corporation, Limited Liability Company, Partnership, Joint Venture, or
Sole Proprietor) authorized to do business in the State of Colorado
hereby proposes to furnish and do everything required by the Contract
Documents to which this refers for the construction of all items listed
on the following Bid Schedule or Bid Schedules.
2. The undersigned Bidder does hereby declare and stipulate that this
proposal is made in good faith, without collusion or connection with any
other person or persons Bidding for the same Work, and that it is made in
pursuance of and subject to all the terms and conditions of the
Invitation to Bid and Instructions to Bidders, the Agreement, the
detailed Specifications, and the Drawings pertaining to the Work to be
done, all of which have been examined by the undersigned.
3. Accompanying this Bid is a certified or cashier's check or standard Bid
bond in the sum of
($ ) in accordance with the Invitation To Bid
and Instructions to Bidders.
4. The undersigned Bidder agrees to execute the Agreement and a Performance
Bond and a Payment Bond for the amount of the total of this Bid within
fifteen (15) calendar days from the date when the written notice of the
award of the contract is delivered to him at the address given on this
Bid. The name and address of the corporate surety with which the Bidder
proposes to furnish the specified performance and payment bonds is as
follows:
5. All the various phases of Work enumerated in the Contract Documents with
their individual jobs and overhead, whether specifically mentioned,
included by implication or appurtenant thereto, are to be performed by
the CONTRACTOR under one of the items listed in the Bid Schedule,
irrespective of whether it is named in said list.
6. Payment for Work performed will be in accordance with the Bid Schedule or
Bid Schedules subject to changes as provided in the Contract Documents.
7. The undersigned Bidder hereby acknowledges receipt of Addenda No.
through
7/96 Section 00300 Page 1
REVISED BID SCHEDULE
ADDENDUM
6055 HARMONY AND ZIEGLER ROAD IMPROVEMENTS FRONT RANGE VILLAGE DEVELOPMENT
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program
Dated: 615/2007
Item If
Item Description
Quantity
Unit
Unit Cost
Total Cost
210-09
Remove PVC Fence Intact and Deliver to Owner
200
LF
210-10
Remove and Reset Mailbox
6
EA
304-01
Agg Base Course - Class 5 or 6 - 4" Depth - CIE
1675
TON
304-02
Apo Base Course - Class 5 or 6 - 10" Depth - GIP
179651
TON
304-03
Gravel Shoulder - Class 5 or 6 Aggreegate base 6" Depth)
275
TON
304-04
Road Base for DrivewayTie-ins
120
TON
306-01
Reconditioning 8"
31400
SY
306-02
Sidewalk Pre eration
3297
SY
307-01
Fly -Ash - 12" Depth - 12 %
88601
SY
403-01
Hot Bituminous Pavement - Grading S - 100 - 2" Depth) -(PG 64.28
2033
TON
403-02
Hot Bituminous Pavement - Grading S - 100 - 25" Depth) -(PG 64-22
2467
TON
403-03
Hot Bituminous Pavement- Grading SG- 100- 4" Depth) -(PG 58-28
5440
TON
403-04
Asphalt Leveling Course''/. Grading S - 100 - PG 64-22
2305
TON
403-05
Asphalt Hand Patching - Grading S - 100- 3" - PG 64-22
463
TON
403-06
Asphalt Hand Patching - Grading SG - 100- 7" Depth) -(PG 58-28
1055
TON
403-07
WestBound Harmony Detour Paveing - 200'x60'x5" Q" PG 64-28 on 3" PG 58-
28)
720
TON
412-01
Concrete Pavement - 10"
8425
SY
412-02
Enhanced Concrete Crosswalk -10" - Tile Red w/ Stamped Border
547
SY
506-01
D-50 Buried Rip -Rap, 6" Topsoil CIP Per Detail
41
EA
601-01
Concrete Retaining Wall with Footer and 6' Attached Block Wall
150
LF
601-02
Concrete Wall Extension with Guardrail
1
LS
603-01
18" RCP Class III
1128
LF
603-02
24" RCP Class III
14
LF
603-03
19"x30" HERCP Class III
236
LF
603-04
34"x53" HERCP Class III
323
LF
603-05
8" HDPE Pipe
10
LF
603-06
18" RCP Class III FES
8
EA
603-07
19"x30" HERCP Class III FES
i
EA
603-08
Concrete Encasement
120
LF
603-09
18" RCP thru Retaining Wall
1
EA
603-10
Tie 34"x53" HERCP to Existing Concrete Irrigation Ditch - CIP
2
EA
603-11
Tie to Existing MH
3
EA
603-12
4" Median Underdrain Pipe Perforated
3640
LF
603-13
4" Median Underdrain Pie Solid
910
LF
603-14
4" Median Underdrain Clean Out
24
EA
603-15
4" Median Underdrain/Storm Sewer Tie-in (Core Drill and Connect with Non
shrink Grout)
5
EA
604-01
5'Type R Inlet
3
EA
604-02
10' T pe R Inlet
1
EA
604-03
15' T pe R Inlet
2
EA
604-04
18" Area Inlet
1
EA
8. Bid Schedule
I Bid Tab - 6055 Harmony and Zeigler Road Improvements for Front Range Village Development Project
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program
Dated: 5/15/2007
Item #
Item Description
Quantity
Unit Unit Cost
Total Cost
Q;E
201-01
I R hli"4w� - ''I"S'�'
Clear and Grubbinq
1
0� PS42"A"
4� '
LS
i3 1A o"A'
8
202-01
Remove Curb and Gutter
3555
LF
202-02
Remove Sidewalk
14297
SF
202-03
Remove Asphalt -Full Depth (4"-8")
17320
SY
202-04
Profile Milling
33201
SY 1
202-05
Remove Tree - 48"+ Diameter
4
EA
202-06
Remove Tree 24" Diameter
1
EA
202-07
Remove Pipe
460
LF
202-08
Remove Inlet
2
EA
202-09
Remove Existing FES
5
EA
202-10
Remove Concrete Channel
320
LF
202-11
Remove Leech Field and Sceptic Tank
1
LS
202-12
Remove Area Inlet
I
EA
202-13
lRemove Irrigation Structure
1
EA
202-14
Remove Existing Hydrant per FCLWD Specs
I
EA
1
202-15
Remove Headwall
2
EA
202-16
Remove Gate
5
EA
202-17
Remove Retalninq Wall
2
EA
203-01
jUnclassified Excavation
1083
CY
203-02
Embankment - CIP
12720
CY
1
203-03
Borrow Suitable Fill
11637
CY
203-04
Topsoil (Striping, Stockpiling, and Placing)
6696
CY
203-05
Import Screened Topsoil (6") in Parkway Areas
657
CY
203-06
1 Median Fill - 60140 Mix
2903
CY
203-07
Splashblock/Hardscape Shaping - CIP
30513
SF
203-08
Flowfill Over Shallow Utilities
407
CY
203-09
Muck Excavation - CIP
200
CY
206-01
Structure Excavation
267
CY
206-02
Structure Backfill On -Site Material
267
CY
206-03
1 Filter Material - 1 1/2" Washed Rock
65
TON
1
208-01
Erosion Control
1
LS
210-01
Adjust Manhole Ring/Cover
15
EA
210-02
Adjust Valve Box
10
EA
210-03
Modify Manhole
4
EA
210-04
Relocate PRV Vent per FCLWD Specs
11
EA
I
210-05
Relocate Meter Pit
EA
210-06
Relocate Fire Hydrant
1
EA
210-07
Relocate CP Test Station
71
EA
8. Bid Schedule
Bid Tab - 6055 Harmony and Zeigler Road Improvements for Front Range Village Development Project
Prepared by: The City of Fort Collins - Engineering -Street Oversizing Program
Dated: 5/1512007
Item #
Item Description
Quantity
Unit
Unit Cost
Total Cost
210-08
Remove and Relocate Fence
820
LF
210-09
Remove PVC Fence Intact and Deliver to Owner
200
LF
210-10
Remove and Reset Mailbox
6
EA
304-01 jAgg
Base Course - Class 5 or 6 - 4" Depth - CIP
16751
TON
304-02
Agg Base Course - Class 5 or 6 - 10" Depth - CIP
17965
TON
304-03
Gravel Shoulder - Class 5 or 6 Aggreegate base 6" Depth)
275
TON
304-04
Road Base for Driveway Tie-ins
120
TON
306-01
Reconditioning 8"
31400
SY
306-02 1
Sidewalk Preparation
32971
SY
307-01
FI -Ash - 12" Depth - 12 %
9860
SY
403-01
Hot Bituminous Pavement- Grading S - 100 - 2" Depth) -(PG 64-28
2033
TON
403-02
Hot Bituminous Pavement- Grading S - 100 - 2.5" Depth) -(PG 64-221
2467
TON
403-03
Hot Bituminous Pavement - Grading SG - 100 - 4" Depth) -(PG 58-28
5440
TON
403-04
lAsphalt Leveling Course 33/. Grading S - 100 -(PG 64-28
23051
TON
403-05
Asphalt Hand Patching - Grading S - 100 - 3" - PG 64-28
463
TON
403-06
Asphalt Hand Patching - Grading SG - 100- 7" Depth) -(PG 58-28
1055
TON
403-07
WestBound Harmony Detour Paveing - 200'x60'x5" t2" PG 54-23 on 3" PG 58-
26
72C
TON
412-01
Concrete Pavement - 10"
8425
SY
412-02
lEnhanced Concrete Crosswalk -10" - Tile Red w( Stamped Border
5471
SY
506-01
D-50 Buried Rip -Rap, 6" Topsoil CIP Per Detail
4
EA
601-01
Concrete Retaining Wall with Footer and 6' Attached Block Wall
150
LF
601-02
Concrete Wall Extension with Guardrail
1
LS
603-01
18" RCP Class III
1128
LF
603-02
24" RCP Class III
141
LF
603-03
19"x30" HERCP Class III
236
LF
603-04
34"x53" HERCP Class III
323
LF
603-05
8" HOPE Pie
10
LF
603-06
18" RCP Class III FES
8
EA
603-07
19"x30" HERCP Class III FES
11
EA
603-08
Concrete Encasement
120
LF
603-09
18" RCP thru Retaining Wall
1
EA
603-10
Tie 34"x53" HERCP to Existing Concrete Irrigation Ditch - CIP
2
EA
603-11
Tie to Existing MH
3
EA
603-12
4" Median Underdrain Pie Perforated
36401
LF
603-13
4" Median Underdrain Pie Solid
910
LF
603-14
4" Median Underdrain Clean Out
24
EA
603-15
4" Median UnderdrainlStorm Sewer Tie-in (Core Drill and Connect with Nor
shrink Grout
5
EA
604-01
S'Type R Inlet
3
EA
604-02
10'Type R Inlet
1
EA
8. Bid Schedule
Bid Tab - 6055 Harmony and Zeigler Road Improvements for Front Range Village Development Project
Prepared by: The City of Fort Collins - Engineering -Street Oversizing Program
Dated: 5/1512007
Item #
Item Description
Quantity
Unit
Unit Cost
Total Cost
604-03
15'Type R Inlet
2
EA
604-04
18" Area Inlet
1
EA
604-05
Inlet T "C"
3
EA
604-06
8" HOPE Area inlet and Tie in Core Drill and Connect with Non -shrink Grout
21
EA
604-07
IDouble Type 13 Inlet
1
EA
604-08
24"Headwall -CIP
1
EA
604-09
Tie 18" RCP to Existing Storm Sewer with Concrete Collar
1
EA
604-10
4' Diameter Sewer Manhole
1
EA
604-11
4" PVC Conduit Sleevinq for Median Irrigation
600
LF
608-01
Concrete Sidewalk - 6"
27350
SF
608-02
1 Concrete Pedestrian Access Ramps with Truncated Domes 8"
2320
SF
608-03
Pedestrian Refuge Island Ramp with Truncated Domes 8"
1380
SF
608-04
Sidewalk Chase - per Detail
3
EA
608-05
Concrete Drive Approach w/ Aprons 8"
8025
SF
608-06
Concrete Drive Approach 6"
1608
SF
608-07
Exposed Aggregate Median Cover - San Die o Buff
25743
SF
609-01 lVertical
Curb and Gutter - 30"
6055
LF
609-02
Vertical Curb and Gutter - 18" Outfall
10875
LF
609-03
Combination Vertical Curb with 6' Bike Lane/Gutter
500
LF
619-01
''%" Irrigation Service & Meter Pit/Copper-Corp-Curb Stop per COFC Spec
including Backflow Preventer/Pressure Reducer Assembly/Metal Screen Cover
3
EA
619-02
Fire Hydrant Assembly(6", tap valve, pipe, hydrant per COFC Spec
1
EA
SUBTOTAL:
2000-01
to €'r
Dry -Land Seeding
7
AC
2000-02
MSE Block Retaining Wall - 12" to 24" Tall
290
LF
2000-03
Median Irrigation System for Harmony Road Medians
1
LS
2000-04
Median Irrigation System for Ziegler Road Medians
1
LS
2000-05
6"x6" Landscape Timber Tree Well
24
EA
2000-06
Skyline Honey Locust 2" Cal.
21
EA
2000-07
Crimson Spire Oak - 2" Cal,
12
EA
2000-08
Burr Oak - 2" Cal.
6
EA
2000-09
Chinka in Oak - 2" Cal.
8
EA
2000-10
Chanticleer Pear 1.5" Cal.
30
EA
2000-11
Harrison Yellow Shrub Rose - 5 Gal.
31
EA
2000-12
Single Pink Shmb Rose - 5 Gal,
7
EA
2000-13
Native Pink Rose - 5 Gal,
351
EA
2000-14
Dwarf Korean Lilac - 5 Gal.
36
EA
8. Bid Schedule
Bid Tab - 6055 Harmony and Zeigler Road Improvements for Front Range Village Development Project
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program
Dated: 5/15/2007
Item #
Item Description
quantity
Unit
Unit Cost
Total Cost
2000-15
Bar harbour Juniper - 5 Gal.
118
EA
2000-16
Hughes Juniper - 5 Gal.
169
EA
2000-17
Silver Bluestem Grass - 1 Gal.
23
EA
2000-18
Feather Reed Grass - 1 Gal.
1241
EA
2000-19
Variegated Feather Reed Grass - 1 Gal.
99F
EA
2000-20
Blue Avena Grass - 1 Gal.
83
EA
2000-21
Mulching
39190
EA
SUBTOTAL:
-
...;gyms ��Lr ,a„ ,.
Contract Bond
: 1 a a
1
g.,,..aR
LS
a^ r:4 a•�' a� si �,
625-01
Construction Surveying
1
LS
626-01
Mobilization
1
LS
630-01
Specialty Signs 3" letters on 48"x48"
271
EA
630-02
Variable Message Boards
20
EA per Da
630-03
Type III Barricades
8
Section
630-04
Traffic Control
1
LS
SUBTOTAL:
TOTAL PROJECT:
$Dollars
TOTAL WRITTEN IN WORDS
COMPANY NAME
SIGNATURE TITLE
PRINTED NAME
DATE
9. PRICES
The foregoing prices shall include all labor, materials, transportation,
shoring, removal, dewatering, overhead, profit, insurance, etc., to cover
the complete Work in place of the several kinds called for.
Bidder acknowledges that the OWNER has the right to delete items in the
Bid or change quantities at his sole discretion without affecting the
Agreement or prices of any item so long as the deletion or change does
not exceed twenty-five percent (250) of the total Agreement Price.
RESPECTFULLY SUBMITTED:
Signature
Title
License Number (If Applicable)
(Seal - if Bid is by corporation)
Attest:
Address
Telephone
Date
7/96 Section 00300 Page 7
SECTION 00400
SUPPLEMENTS TO BID FORMS
00410 Bid Bond
00420 Statement of Bidder's Qualifications
00430 Schedule of Subcontractors
7/96 Section 00410 Page 1
SECTION 00410
BID BOND
KNOW ALL MEN BY THESE
as Principal, and
hereby held and firmly bound
OWNER, in the sum of $
payment of which, well and truly to be made, we hereby jointly
bind ourselves, successors, and assigns.
PRESENTS: that we, the
unto the City of Fort Collins
undersigned
as Surety, are
Colorado, as
for the
and severally
THE CONDITION of this obligation is such that whereas the Principal has
submitted to the City of Fort Collins, Colorado the accompanying Bid and
hereby made a part hereof to enter into a Construction Agreement for the
construction of Fort Collins Project, 6055 Harmony and Ziegler Road
Improvements - Front Range Village Development.
NOW THEREFORE,
(a) If said Bid shall be rejected, or
(b) If said Bid shall be accepted and the Principal shall execute and deliver
a Contract in the form of Contract attached hereto (properly completed in
accordance with said Bid) and shall furnish a BOND for his faithful
performance of said Contract, and for payment of all persons performing
labor or furnishing materials in connection therewith, and shall in all
other respects perform the Agreement created by the acceptance of said
Bid, then this obligation shall be void; otherwise the same shall remain
in force and effect, it being expressly understood and agreed that the
liability of the Surety for any and all claims hereunder shall, in no
event, exceed the penal amount of this obligation as herein stated.
The Surety, for value received, hereby stipulates and agrees that the
obligations of said Surety and its BOND shall be in no way impaired or
affected by any extension of the time within which the OWNER may accept such
Bid; and said Surety does hereby waive notice of any such extension.
Surety Companies executing bonds must be authorized to transact business in
the State of Colorado and be accepted by the OWNER.
7/96 Section 00410 Page 2
IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands
and seals this day of , 20_, and such of them as are
corporations have caused their corporate seals to be hereto affixed and these
presents to be signed by their proper officers, the day and year first set
forth above.
PRINCIPAL
Name•
Address:
By:
Title:
ATTEST:
By:
(SEAL)
7/96
M
Title:
SURETY
(SEAL)
Section 00410 Page 3
SECTION 00420
STATEMENT OF BIDDER'S QUALIFICATIONS
All questions must be answered and the data given must be clear and
comprehensive. This statement must be notarized. If necessary, questions may
be answered on separate attached sheets. The Bidder may submit any additional
information he desires.
1. Name of Bidder:
2. Permanent main office address:
3. When organized:
4. If a corporation, where incorporated:
5. How many years have you been engaged in the contracting business
under your present firm or trade name?
6. Contracts on hand: (Schedule these, showing the amount of each
contract and the appropriate anticipated dates of completion.)
7. General character of Work performed by your company:
8. Have you ever failed to complete any Work awarded to you?
If so, where and why?
9. Have your ever defaulted on a contract?
If so, where and why?
10. Are you debarred by any government agency?
If yes list agency name.
7/96 Section 00420 Page 1
11. List the more important projects recently completed by your company,
stating the approximate cost of each, and the month and year completed,
location and type of construction.
12.
List your major equipment
available for
this contract.
13.
Experience in construction
project:
Work similar
in importance to this
14.
Background and experience
including officers:
of the principal members of your organization,
15.
16.
17.
Credit available: $
Bank reference:
Will you, upon request, fill out a
furnish any other information that
detailed financial statement and
may be required by the OWNER?
Are you licensed as a General CONTRACTOR?
If yes, in what city, county and state?
class, license and numbers?
What
19. Do you anticipate subcontracting Work under this
Contract?
If yes, what percent of total contract?
and to whom?
20. Are any lawsuits pending against you or your firm at this time?
IF yes, DETAIL
7/96 Section 00420 Page 2
REVISED BID SCHEDULE
ADDENDUM
6055 HARMONY AND ZIEGLER ROAD IMPROVEMENTS FRONT RANGE VILLAGE DEVELOPMENT
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program
Dated: 61512007
Item a
Item Description
Quantity
Unit
Unit Cost
Total Cost
604-05
Inlet Type "C"
3
EA
604-06
8" HOPE Area inlet and Tie in fCore Drill and Connect with Non -shrink Grout
2
EA
604-07
Double Type 13 Inlet
1
EA
604-08
24"Headwall -CIP
1
EA
604-09
Tie 18" RCP to Existing Storm Sewer with Concrete Collar
1
EA
604-10
4' Diameter Sewer Manhole
1
EA
604-11
4" PVC Conduit Sleeving for Median Irrigation
600
LF
608-01
Concrete Sidewalk - 6"
27350
SF
608-02
Concrete Pedestrian Access Ramps with Truncated Domes 8"
2320
SF
608-03
Pedestrian Refuge Island Ramp with Truncated Domes 8"
1380
SF
608-04
Sidewalk Chase- per Detail
3
EA
608-05
Concrete Drive Approach wl Aprons 8"
8025
SF
608-06
Concrete Drive Approach 6"
1608
SF
608-07
Exposed A re ate Median Cover - San Diego Buff
25743
SF
609-01
Vertical Curb and Gutter - 30"
6055
LF
609-02
Vertical Curb and Gutter - 18" Outfall
10875
LF
609-03
Combination Vertical Curb with 6' Bike LarOGuller
500
LF
619-01
3/4" Irrigation Service & Meter Pit/Copper-Corp-Curb Stop per COFC Spec
including Backflow PreventerlPressure Reducer Assembly/Metal Screen
Cover
2
EA
619-02
1" Irrigation Service & Meter PitlCopper-Corp-Curb Stop per COFC Spec
including Backflow PreventerlPressure Reducer Assembly/Metal Screen
Cover
1
EA
619-03
Fire Hydrant Assembly 6", tap valve, pipe, hydrant) per COED Spec
1
EA
SUBTOTAL:
Landscaping Quantities
2000-01
Dry -Land Seeding
7
AC
2000-02
MSE Block Retaining Wall - 12" to 24" Tall
290
LF
2000-03
Median Irrigation System for Harmony Road Medians
1
LS
2000-04
Median Irrigation System for Ziegler Road Medians
1
LS
2000-05
6"x6" Landscape Timber Tree Well
24
EA
2000-06
Skyline Honey Locust 2" Cal.
21
EA
2000-07
Skyline Honey Locust 3" Cal.
19
EA
2000-08
Crimson Spire Oak - 2" Cal.
6
EA
2000-09
Burr Oak - 2" Cal.
9
EA
2000-10
Chinka in Oak -2"Cal.
11
EA
2000-11
Sk Master English Oak - 3" Cal.
15
EA
2000-12
Chanticleer Pear 1.5" Cal.
33
EA
2000-13
Harrison Yellow Shrub Rose - 5 Gal.
28
EA
2000-14 _Single
Pink Shrub Rose- 5 Gal.
23
EA
2000-15
Native Pink Rose - 5 Gal.
35
EA
21. What are the limits of your public liability? DETAIL
What company?
22. What are your company's bonding limitations?
23. The undersigned hereby authorizes and requests any person, firm or
corporation to furnish any information requested by the OWNER in
verification of the recital comprising this Statement of Bidder's
Qualifications.
Dated at this day of , 20
Name of Bidder
By:
Title:
State of
County of
being duly sworn deposes and says that he
is of and that
(name of organization)
the answers to the foregoing questions and all statements therein contained
are true and correct.
Subscribed and sworn to before me this day of
20
Notary Public
My commission expires
7/96 Section 00420 Page 3
SECTION 00430
SCHEDULE OF SUBCONTRACTORS
List all subcontractors for the work items listed below and all subcontractors
performing over 15% of the contract.
ITEM
SUBCONTRACTOR
7/96 Section 00430 Page 1
SECTION 00500
AGREEMENT FORMS
00510 Notice of Award
00520 Agreement
00530 Notice to Proceed
SECTION 00510
NOTICE OF AWARD
Date:
003
PROJECT: 6055 Harmony and Ziegler Road Improvements - Front Range Village
Development
OWNER: CITY OF FORT COLLINS
(hereinafter referred to as "the OWNER")
You are hereby notified that your Bid dated , 20 for the above
project has been considered. You are the apparent successful Bidder and have
been awarded an Agreement for 6055 Harmony and Ziegler Road Improvements -
Front Range Village Development.
The Price of your Agreement is
Three (3) copies of each of the proposed Contract Documents (except Drawings)
accompany this Notice of Award. Three (3) sets of the Drawings will be
delivered separately or otherwise made available to you immediately.
You must comply with the following conditions precedent within fifteen (15)
days of the date of this Notice of Award, that is by , 20
1. You must deliver to the OWNER three (3) fully executed counterparts of
the Agreement including all the Contract Documents. Each of the Contract
Documents must bear your signature on the cover of the page.
2. You must deliver with the executed Agreement the Contract Security
(Bonds) as specified in the Instructions to Bidders, General Conditions
(Article 5.1) and Supplementary Conditions.
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.
Within ten (10) days after you comply with those conditions, OWNER will return
to you one (1) fully -signed counterpart of the Agreement with the Contract
Documents attached.
City of Fort Collins
OWNER
By:
James B. O'Neill, II, CPPO, FNIGP
Director of Purchasing & Risk Management
9/12/01 Section 00510 Page 1
SECTION 00520
AGREEMENT
THIS AGREEMENT is dated as of the day of in the
year of 20_ and shall be effective on the date this AGREEMENT is signed by
the City.
The City of Fort Collins (hereinafter called OWNER) and
(hereinafter called CONTRACTOR)
OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set
forth, agree as follows:
ARTICLE 1. WORK
CONTRACTOR shall complete all Work as specified or indicated in the Contract
Documents. The Project for which the Work under the Contract Documents may be
the whole or only a part is defined as the construction of the 6055 Harmony
and Ziegler Road Improvements - Front Range Village Development, and is
generally described in Section 01010:
1. Harmony Road: Improvements for widening Harmony Road from Union Pacific
Railroad Tracks on Harmony and going east past the Harmony and Ziegler
Intersection to Technology Parkway. The improvements for this project will
widen Harmony Road to 6-lane arterial road standards. The work will include
widening the existing asphalt, installing landscaped medians, and installing a
Portland Cement Concrete intersection at Harmony and Ziegler. Median inlets
and storm sewer pipe will also be installed to drain the road surface.
Harmony Road paving will consist of full depth pavement sections and leveling
courses on the existing wearing surface. Harmony Road will not have an
asphalt overlay with this contract.
2. Ziegler Road: Improvements for widening Ziegler Road from Harmony Road
to Horsetooth. The improvements for this project will widen Ziegler Road to
a 4-lane arterial arterial standard. The work will consist of removal of curb
and gutter, concrete sidewalk, pipe of various sizes, and installing new
vertical curb and gutter, inlets, sidewalk, and landscaped medians. Ziegler
Road paving will consist of full -depth paving in the widened areas and a minor
asphalt overlay.
The Contractor will provide Traffic Control and Construction Surveying. The
Contractor will be required to work with our traffic control supervisor. This
project will be done under a variety of partial closures and single lane
closures.
9/12/Ol Section 00520 Page 1
ARTICLE 2. ENGINEER
The Project has been designed by Stantec Consulting, Inc., who is hereinafter
called ENGINEER and who will assume all duties and responsibilities and will
have the rights and authority assigned to ENGINEER in the Contract Documents
in connection with completion of the Work in accordance with the Contract
Documents.
ARTICLE 3. CONTRACT TIMES
3.1 The Work shall be Substantially Complete by June 29, 2008 as
provided in the General Conditions and completed and ready for Final Payment
and Acceptance in accordance with the General Conditions by July 13, 2008.
3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of
the essence of this Agreement and that OWNER will suffer financial loss if the
Work is not completed within the times specified in paragraph 3.1. above, plus
any extensions thereof allowed in accordance with Article 12 of the General
Conditions.
They also recognize the delays, expenses and difficulties involved in proving
in a legal proceeding the actual loss suffered by OWNER if the Work is not
completed on time. Accordingly, instead of requiring any such proof, OWNER
and CONTRACTOR agree that as liquidated damages for delay (but not as penalty)
CONTRACTOR shall pay OWNER the amounts set forth hereafter.
1) Substantial Completion:
Two Thousand Three Hundred Sixty Three Dollars ($2,363) for each
calendar day or fraction thereof that expires after June 29, 2008
the date for Substantial Completion of the Work until the Work is
Substantially Complete.
2) Final Acceptance:
After Substantial Completion, Five Hundred Dollars ($500) for each
calendar day or fraction thereof that expires after July 13, 2008
the date for Final Payment and Acceptance until the Work is ready
for Final Payment and Acceptance.
ARTICLE 4. CONTRACT PRICE
4.1. OWNER shall pay CONTRACTOR for performance of the Work in
accordance with the Contract Documents in current funds as follows: ($ ),
$ Dollars, in accordance with Section 00300, attached and incorporated
herein by this reference.
9/12/01 Section 00520 Page 2
ARTICLE 5. PAYMENT PROCEDURES
CONTRACTOR shall submit Applications for Payment in accordance with
Article 14 of the General Conditions. Applications for Payment will be
processed by ENGINEER as provided in the General Conditions.
5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account
of the Contract Price on the basis of CONTRACTOR's Application for Payment as
recommended by ENGINEER, once each month during construction as provided
below. All progress payments will be on the basis of the progress of the Work
measured by the schedule of values established in paragraph 2.6 of the General
Conditions and in the case of Unit Price Work based on the number of units
completed, and in accordance with the General Requirements concerning Unit
Price Work.
5.1.1. Prior to Substantial Completion, progress payments will be in the
amount equal to the percentage indicated below, but, in each case, less the
aggregate of payments previously made and less such amounts as ENGINEER shall
determine, or OWNER may withhold, in accordance with paragraph 14.7 of the
General Conditions. 90% of the value of Work completed until the Work has
been 50% completed as determined by ENGINEER, when the retainage equals 5% of
the Contract Price, and if the character and progress of the Work have been
satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, may
determine that as long as the character and progress of the Work remain
satisfactory to them, there will be no additional retainage on account of Work
completed in which case the remaining progress payments prior to Substantial
Completion will be in an amount equal to 100% of the Work completed. 90% of
materials and equipment not incorporated in the Work (but delivered, suitably
stored and accompanied by documentation satisfactory to OWNER as provided in
paragraph 14.2 of the General Conditions) may be included in the application
for payment.
5.1.2. Upon Substantial Completion payment will be made in an amount
sufficient to increase total payments to CONTRACTOR to 95% of the Contract
Price, less such amounts as ENGINEER shall determine or OWNER may withhold in
accordance with paragraph 14.7 of the General Conditions or as provided by
law.
5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in
accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the
remainder of the Contract Price as recommended by ENGINEER as provided in said
paragraph 14.13.
9/12/01 Section 00520 Page 3
ARTICLE 6. CONTRACTOR'S REPRESENTATION
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, site, locality, and with all local conditions
and Laws and Regulations that in any manner may affect cost, progress,
performance or furnishing of the Work.
6.2. CONTRACTOR has studied carefully all reports of explorations and
tests of subsurface conditions and drawings of physical conditions which are
identified in the Supplementary Conditions as provided in paragraph 4.2 of the
General Conditions.
6.3. CONTRACTOR has obtained and carefully studied (or assumes
responsibility for obtaining and carefully studying) all such examinations,
investigations, explorations, tests, reports, and studies (in addition to or
to supplement those referred to in paragraph 6.2 above) which pertain to the
subsurface or physical condition at or contiguous to the site or otherwise may
affect the cost, progress, performance or furnishing of the Work as CONTRACTOR
considers necessary for the performance or furnishing of the Work at the
Contract Price, within the Contract Times and in accordance with the other
terms and conditions of the Contract Documents, including specifically the
provisions of paragraph 4.2 of the General Conditions; and no additional
examinations, investigations, explorations, tests, reports, studies or similar
information or data are or will be required by CONTRACTOR for such purposes.
6.4. CONTRACTOR has reviewed and checked all information and data shown
or indicated on the Contract Documents with respect to existing Underground
Facilities at or contiguous to the site and assumes responsibility for the
accurate location of said Underground Facilities. No additional examinations,
investigations, explorations, tests, reports, studies or similar information
or data in respect of said Underground Facilities are or will be required by
CONTRACTOR in order to perform and furnish the Work at the Contract Price,
within the Contract Times and in accordance with the other terms and
conditions of the Contract Documents, including specifically the provision of
paragraph 4.3. of the General Conditions.
6.5. CONTRACTOR has correlated the results of all such observations,
examinations, investigations, tests, reports and data with the terms and
conditions of the Contract Documents.
6.6. 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.
9/12/01 Section 00520 Page 4
ARTICLE 7. CONTRACT DOCUMENTS
7.1 The Contract Documents which comprise the entire Agreement between
OWNER and CONTRACTOR concerning the Work consist of the General Conditions,
Supplementary Conditions, those items included in the definition of "Contract
Documents" in Article 1.10 of the General Conditions, and such other items as
are referenced in this Article 7, all of which are incorporated herein by this
reference.
7.2 Forms for use by CONTRACTOR in performing the Work and related
actions in carrying out the terms of this Agreement are deemed Contract
Documents and incorporated herein by this reference, and include, but are not
limited to, the following:
7.2. 1 Certificate
7.2.2Certificate
7.2.3 Lien Waiver
7.2.4Consent of
7.2. 5 Application
7.2. 6 Application
of Substantial Completion
of Final Acceptance
Releases
Surety
for Exemption
for Payment
Certificate
7.3 Drawings, consisting of a cover sheet and sheets numbered as
follows:
C001
COVER
C002
NOTES AND LEGENDS
C003
TYPICAL ROAD SECTIONS - HARMONY ROAD
C004
TYPICAL ROAD SECTIONS - ZIEGLER ROAD
C010-011
HORIZONTAL CONTROL PLANS
C050
DEMOLITION PLAN - KEY MAP
C051-056
DEMOLITION PLANS - HARMONY ROAD
C057-060
DEMOLITION PLANS-ZIEGLER ROAD
C100-105
EROSION CONTROL & DRAINAGE PLANS
C110-113
STORM SEWER PLAN & PROFILES
C130
SIGNAGE AND STRIPING PLAN - KEY MAP
C131-137
SIGNAGE AND STRIPING PLAN - HARMONY ROAD
C138-141
SIGNAGE AND STRIPING PLAN - ZIEGLER ROAD
C144-147
SIGNALIZATION PLANS
C150
PAVING PLAN - KEY MAP
C151-155
PAVING PLANS - HARMONY ROAD
C156-158
PAVING PLANS - ZIEGLER ROAD
C160
JOINTING PLAN - HARMONY & ZIEGLER ROAD INTERSECTION
C200
PLAN AND PROFILE - KEY MAP
C205-220
PLAN AND PROFILES - HARMONY ROAD
C225-234
PLAN AND PROFILES - ZIEGLER ROAD
C290-293
INTERSECTION DETAILS
C294
DRIVEWAY DETAILS
C306-318
CROSS SECTIONS - HARMONY ROAD
C322-331
CROSS SECTIONS - ZIEGLER ROAD
C600
PAVING DETAILS
C601
SIGNAGE AND STRIPING PLANS
C602-605
UTILITY/DRAINAGE DETAILS
LANDSCAPING PLANS
9/12/01 Section 00520 Page 5
The Contract Drawings shall be stamped "Final for Construction" and dated.
Any revisions made shall be clearly identified and dated.
7.4. Addenda Numbers to , inclusive.
7.5. The Contract Documents also include all written amendments and
other documents amending, modifying, or supplementing the Contract Documents
pursuant to paragraphs 3.5 and 3.6 of the General Conditions.
7.6. There are no Contract Documents other than those listed or
incorporated by reference in this Article 7. The Contract Documents may only
be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of
the General Conditions.
ARTICLE 8. MISCELLANEOUS
8.1. Terms used in this Agreement which are defined in Article I of the
General Conditions shall have the meanings indicated in the General
Conditions.
8.2. No assignment by a party hereto of any rights under or interests in
the Contract Documents will be binding on another party hereto without the
written consent of the party sought to be bound; and specifically but not
without limitations, moneys that may become due and moneys that are due may
not be assigned without such consent (except to the extent that the effect of
this restriction may be limited by law), and unless specifically stated to the
contrary in any written consent to an assignment no assignment will release or
discharge that assignor from any duty or responsibility under the Contract
Document.
8.3. OWNER and CONTRACTOR each binds itself, its partners, successors,
assigns and legal representatives to the other party hereto, its partners,
successors, assigns and legal representatives in respect to all covenants,
Agreement and obligations contained in the Contract Document.
9/12/01 Section 00520 Page 6
REVISED BID SCHEDULE
ADDENDUM 2
6055 HARMONY AND ZIEGLER ROAD IMPROVEMENTS FRONT RANGE VILLAGE DEVELOPMENT
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program
Dated: 61512007
Item #
Item Description
Quantity
Unit
Unit Cost
Total Cost
2000-16
Dwarf Korean Lilac - 5 Gal.
47
EA
2000-17
Bar harbour Juniper - 5 Gal.
56
EA
2000-18
Hughes Juniper - 5 Gal.
142
EA
2000-19
Icee, Blue Juniper
71
EA
2000-20
Dwarf Yellow Day Lily -1 Gal.
20
EA
2000-21
Feather Reed Grass - 1 Gal.
124
EA
2000-22
Variegated Feather Reed Grass - I Gal.
66
EA
2000-21
Dwarf Fountain Grass - I Gal.
114
EA
2000-22
IMulching
39190
SF
SUBTOTAL:
-
Contract Bond
1
LS
625-01
Construction Surveying
1
LS
626-01
Mobilization
1
LS
630-01
Specialty Signs 4" letters on 48"x48"
27,
EA
630-02
Variable Message Boards
20
EA per Day
630-03
IType III Barricades
8
Section
630-04
1 Traffic Control
1
LS
SUBTOTAL:
TOTAL PROJECT:
TOTAL WRITTEN IN WORDS
COMPANY NAME
SIGNATURE TITLE
PRINTED NAME
DATE
$Dollars
OWNER: CITY OF FORT COLLINS CONTRACTOR:
By:
JAMES B. O'NEILL II, CPPO, FNIGP
DIRECTOR OF PURCHASING
AND RISK MANAGEMENT
Date:
Attest:
City Clerk
By:
Title:
Date:
(CORPORATE SEAL)
Attest:
Address for giving notices: Address for giving notices:
P. O. Box 580
Fort Collins, CO 80522
LICENSE NO.:
Approved as to Form
Assistant City Attorney
9/12/01 Section 00520 Page 7
SECTION 00530
NOTICE TO PROCEED
Description of Work: 6055 Harmony and Ziegler Road Improvements - Front Range
Village Development
To:
This notice is to advise you:
That the contract covering the above described Work has been fully executed by
the CONTRACTOR and the OWNER.
That the required CONTRACTOR's Performance Bond and Payment Bond have been
received by the OWNER.
That the OWNER has approved the said Contract Documents.
Therefore, as the CONTRACTOR for the above described Work, you are hereby
authorized and directed to proceed within ( ) calendar days from
receipt of this notice as required by the Agreement.
Dated this day of , 20
The dates for Substantial Completion and Final Acceptance shall be ,
and , 20 , respectively.
City of Fort Collins
OWNER
By:
Title:
ACKNOWLEDGMENT OF NOTICE
Receipt of the above Notice to Proceed is hereby acknowledged this
day of , 20
CONTRACTOR:
Title:
7/96 Section 00530 Page 1
SECTION 00600
BONDS AND CERTIFICATES
00610
Performance
Bond
00615
Payment Bond
00630
Certificate
of Insurance
00635
Certificate
of Substantial Completion
00640
Certificate
of Final Acceptance
00650
Lien Waiver
Release (CONTRACTOR)
00660
Consent of
Surety
00670
Application
for Exemption Certificate
SECTION 00610
PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS: that
(Firm)
(Address)
(an Individual), (a Partnership), (a Corporation), hereinafter referred to as
the "Principal" and
(Firm)
(Address)
hereinafter referred to as "the Surety", are held and firmly bound unto City
of Fort Collins, 300 Laporte Ave, Fort Collins, Colorado 80522 a (Municipal
Corporation) hereinafter referred to as the "OWNER", in the penal sum of
in lawful money of the United States,
for the payment of which sum well and truly to be made, we bind ourselves,
successors and assigns, jointly and severally, firmly by these presents.
THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered
into a certain Agreement with the OWNER, dated the day of ,
20 , a copy of which is hereto attached and made a part hereof for the
performance of The City of Fort Collins project, 6055 Harmony and Ziegler Road
Improvements - Front Range Village Development.
NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its
duties, all the undertakings, covenants, terms, conditions and agreements of
said Agreement during the original term thereof, and any extensions thereof
which may be granted by the OWNER, with or without Notice to the Surety and
during the life of the guaranty period, and if the Principal shall satisfy all
claims and demands incurred under such Agreement, and shall fully indemnify
and save harmless the OWNER from all cost and damages which it may suffer by
reason of failure to do so, and shall reimburse and repay the OWNER all outlay
and expense which the OWNER may incur in making good any default then this
obligation shall be void; otherwise to remain in full force and effect.
W96 Section 00610 Page 1
PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates
and agrees that no change, extension of time, alteration or addition to the
terms of the Agreement or to the Work to be performed thereunder or the
Specifications accompanying the same shall in any way affect its obligation on
this bond; and it does hereby waive notice of any such change, extension of
time, alteration or addition to the terms of the Agreement or to the Work or
to the Specifications.
PROVIDED, FURTHER, that no final settlement between the OWNER and the
CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim
may be unsatisfied.
PROVIDED, FURTHER, that the Surety Company must be authorized to transact
business in the State of Colorado and be acceptable to the OWNER.
IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts,
each one of which shall be deemed an original, this _ day of ,
20
IN PRESENCE OF: Principal
(Title)
(Address)
(Corporate Seal)
IN PRESENCE OF: Other Partners
By:
By:
IN PRESENCE OF: Surety
By:
M
(Surety Seal)
(Address)
NOTE: Date of Bond must not be prior to date of Agreement.
If CONTRACTOR is Partnership, all partners should execute Bond.
7/96 Section 00610 Page 2
SECTION 00615
PAYMENT BOND
Bond No.
KNOW ALL MEN BY THESE PRESENTS: that
(Firm)
(Address)
(an Individual), (a Partnership), (a Corporation), hereinafter referred to as
the "Principal" and
(Firm)
(Address)
hereinafter referred to as "the Surety", are held and firmly bound unto the
City of Fort Collins, 300 Laporte Ave., Fort Collins, Colorado 80522 a
(Municipal Corporation) hereinafter referred to as "the OWNER", in the penal
sum of in lawful money of the
United States, for the payment of which sum well and truly to be made, we bind
ourselves, successors and assigns, jointly and severally, firmly by these
presents.
THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered
into a certain Agreement with the OWNER, dated the day of ,
20 , a copy of which is hereto attached and made a part hereof for the
performance of The City of Fort Collins project, 6055 Harmony and Ziegler Road
Improvements - Front Range Village Development.
NOW, THEREFORE, if the Principal shall make payment to all persons, firms,
subcontractors, and corporations furnishing materials for or performing labor
in the prosecution of the Work provided for in such Agreement and any
authorized extension or modification thereof, including all amounts due for
materials, lubricants, repairs on machinery, equipment and tools, consumed,
rented or used in connection with the construction of such Work, and all
insurance premiums on said Work, and for all labor, performed in such Work
whether by subcontractor or otherwise, then this obligation shall be void;
otherwise to remain in full force and effect.
7/96 Section 00615 Page 1
PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates
and agrees that no change, extension of time, alteration or addition to the
terms of the Agreement or to the Work to be performed thereunder or the
Specifications accompanying the same shall in any way affect its obligation on
this bond; and it does hereby waive notice of any such change, extension of
time, alteration or addition to the terms of the Agreement or to the Work or
to the Specifications.
PROVIDED, FURTHER, that no final settlement between the OWNER and the
CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim
may be unsatisfied.
PROVIDED, FURTHER, that the Surety Company must be authorized to transact
business in the State of Colorado and be acceptable to the OWNER.
IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts,
each one of which shall be deemed an original, this _ day of ,
20
IN PRESENCE OF:
Principal
By:
(Title)
(Address)
(Corporate Seal)
IN PRESENCE OF: Other Partners
IN PRESENCE OF: Surety
By:
M
(Surety Seal)
(Address)
NOTE: Date of Bond must not be prior to date of Agreement.
If CONTRACTOR is Partnership, all partners should execute Bond.
7/96 Section 00615 Page 2
SECTION 00630
CERTIFICATE OF INSURANCE
CONTRACTOR shall insert his own standard form for Certificate of Insurance.
7/96 Section 00630 Page 1
SECTION 00635
CERTIFICATE OF SUBSTANTIAL COMPLETION
TO: CITY OF FORT COLLINS
(OWNER)
DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 6055 Harmony and Ziegler Road
Improvements - Front Range Village
Development
PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado
INCLUDE:
OWNER: City of Fort Collins
CONTRACTOR:
CONTRACT DATE:
The Work performed under this contract has been inspected by authorized
representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project (or
specified part of the project, as indicated above) is hereby declared to be
substantially completed on the above date.
A tentative list of items to be completed or corrected is appended hereto.
This list may not be exhaustive, and the failure to include an item on it does
not alter the responsibility of the CONTRACTOR to complete all the Work in
accordance with the Contract Documents.
ENGINEER AUTHORIZED REPRESENTATIVE DATE
The CONTRACTOR accepts the above Certificate of Substantial Completion and
agrees to complete and correct the items on the tentative list within the time
indicated.
By:
CONTRACTOR AUTHORIZED REPRESENTATIVE DATE
The OWNER accepts the project or specified area of the project as
substantially complete and will assume full possession of the project or
specified area of the project at 12:01 a.m., on The
responsibility for heat, utilities, security, and insurance under the Contract
Documents shall be as set forth under "Remarks" below.
CITY OF FORT COLLINS, COLORADO By:
OWNER
REMARKS:
AUTHORIZED REPRESENTATIVE DATE
7/96 Section 00635 Page 1
SECTION 00640
CERTIFICATE OF FINAL ACCEPTANCE
TO:
Gentlemen:
You are hereby notified that on the day of _
Fort Collins, Colorado, has accepted
for the City of Fort Collins project, 6055
Improvements - Front Range Village Development.
20
20_, the City of
the Work completed by
Harmony and Ziegler Road
A check is attached hereto in the amount of $ as Final
Payment for all Work done, subject to the terms of the Contract Documents
which are dated
In conformance with the Contract Documents for this project, your obligations
and guarantees will continue for the specified time from the following
date:
Sincerely,
OWNER: City of Fort Collins
By:
Title:
ATTEST:
Title:
7196 Section 00640 Page 1
ADDENDUM No. 1
SPECIFICATIONS AND CONTRACT DOCUMENTS
Description of Bid: 6055 Harmony and Ziegler Road Improvements
Front Range Village Development
OPENING DATE: 3:00 P.M. (Our Clock) June 12, 2007
To all prospective bidders under the specifications and contract documents described above,
the following changes are hereby made.
SPECIFICATIONS AND CONTRACT DOCUMENTS
I. Median Landscape and Irrigation Plans: Plans are now available for the median
landscaping and median irrigation. Available online at: https:llorder.e-
arc.com/arcEOC/PWELL Project main.asp?pub= and at Mercury LDO, 422 South
Link Lane, Fort Collins, CO, 80524.
The new plan sheets are as follows:
- 1-1.1 — Landscape Plan
- 1-1.2 — Landscape Plan
- 1-1.3 — Landscape Plan
- 1-1.4 — Landscape Plan
- 1-1.5 — Plant List and Notes
- IR1.1 — Irrigation Plan
- IR1.2 — Irrigation Plan
- I111.3 — Irrigation Plan
- IR1.4 — Irrigation Plan
- IR1.5 — Irrigation Details
If. Bid Tab clarifications: Addendum #1 includes a revised Bid Tab that reflects the
Median Landscaping Quantities and Irrigation Tap/Service sizing.
If you have any questions please contact John D. Stephen, CPPO, CPPB, Senior Buyer, at
(970) 221-6777.
RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT
ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN
RECEIVED.
215 North Mason Street • 2°" Floor • P.O. Box 580 • Fort Collins, CO 80522-0580 • (970) 221-6775 • Fax (970) 22€-6707 www.fcgov.com
SECTION 00650
LIEN WAIVER RELEASE
(CONTRACTOR)
TO: City of Fort Collins, Colorado (OWNER)
FROM: (CONTRACTOR)
PROJECT: 6055 Harmony and Ziegler Road Improvements - Front Range Village
Development
1. The CONTRACTOR acknowledges having received payment, except retainage
from the OWNER for all work, labor, skill and material furnished,
delivered and performed by the CONTRACTOR for the OWNER or for anyone in
the construction, design, improvement, alteration, addition or repair of
the above described project.
2. In consideration of such payment and other good and valuable
consideration, the receipt and adequacy of which are hereby acknowledged,
the CONTRACTOR voluntarily waives all rights, claims and liens, including
but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270
a and b), stop notices, equitable liens and labor and material bond
rights which the CONTRACTOR may now or may afterward have, claim or
assert for all and any work, labor, skill or materials furnished,
delivered or performed for the construction, design, improvement,
alteration, addition or repair of the above described project, against
the OWNER or its officers, agents, employees or assigns, against any fund
of or in the possession or control of the OWNER, against the project or
against all land and the buildings on and appurtenances to the land
improved by the project.
3. The CONTRACTOR affirms that all work, labor and materials, furnished,
delivered or performed to or for the construction, design, improvement,
alteration, addition or repair of the project were furnished, delivered
or performed by the CONTRACTOR or its agents, employees, and servants, or
by and through the CONTRACTOR by various Subcontractors or materialmen or
their agents, employees and servants and further affirms the same have
been paid in full and have released in full any and all existing or
possible future mechanic's liens or rights or claims against the project
or any funds in the OWNER'S possession or control concerning the project
or against the OWNER or its officers, agents, employees or assigns
arising out of the project.
4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender,
if any, and the Surety on the project against and from any claim
hereinafter made by the CONTRACTOR'S Subcontractors, materialmen,
7/96 Section 00650 Page 1
employees, servants, agents or assigns against the project or against the
OWNER or its officers, employees, agents or assigns arising out of the
project for all loss, damage and costs, including reasonable attorneys
fees, incurred as a result of such claims.
5. The parties acknowledge that the description of the project set forth
above constitutes and adequate description of the property and
improvements to which this Lien Waiver Release pertains. It is further
acknowledged that this Lien Waiver Release is for the benefit of and may
be relied upon by the OWNER, the lender, if any, and Surety on any labor
and material bonds for the project.
Signed this day of , 20
CONTRACTOR
Title:
ATTEST:
Secretary
STATE OF COLORADO
)ss.
COUNTY OF LARIMER )
Subscribed and sworn to before me this day of
20 by
Witness my hand and official seal.
My Commission Expires:
Notary Public
7/96 Section 00650 Page 2
SECTION 00660
CONSENT OF SURETY
TO: City of Fort Collins, Colorado
(hereinafter referred to as the "OWNER")
CONTRACTOR:
PROJECT: 6055 Harmony and Ziegler Road Improvements - Front Range Village
Development
CONTRACT DATE:
In accordance with the provisions of the Contract between the OWNER and the
CONTRACTOR as indicated above, for
(Surety)
on bond of
hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final
Payment to the CONTRACTOR shall not relieve the Surety Company of any of its
obligations to the OWNER, as set forth in the said Surety Company's Bond.
IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this
day of ,
(Surety Company)
By
ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-
Fact.
7/96 Section 00660 Page 1
SECTION 00670
APPLICATION FOR EXEMPTION CERTIFICATE
DR Ot 72 (92f96)
COLORADO DEPARTMENT OF REVENUE MV
DENVER CO 9e281 (303) 232-2416 CONTRACTOR APPLICATION
FOR
EXEMPTION CERTIFICATE
Pursuant to Statute
Section 39-26.114(1)(a)(XIX)
The exemption certificate for which you are applying trust be used only forthe purpose of purchasing construction and building
materials for the exempt project described below. This exemption does not include or apply to the purchase or rental of equipment,
supplies, and materials which are purchased, rented, or consumed by the contractor and which do not become part oft he structure,
highway, road, street, or other public works owned and used by the exempt organization,
Any unauthorized use of the exemption certificate will result in revocation of your exemption certificate and other penalties provided
by law,
A separate certificate is required for each contract.
Subcontractors will not be issued Certificates of Exemption by the Department of Revenue. It is the responsibility of the prime
contractor to issue certificates to each of the subcontractors. (See reverse side).
FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED.
Registralion'Accoura No. to be assigned by DOR
Harrod
89 -
0170-750 (999) $0.00
lI+i 1tri R° �I+�F1FI�11tt r I}N
race namel A
net pa net, or corporate name
Mailing address (City, State,Zip)
Conaut Person
E-Mail address
Federal Employer's Identficabon Number
Bid amount for your contract
(ax um en
/B/usiness telephone number
l
Co ore o wthholding tax amount —num—lter.
EXEMPTION1NFORMATION
Copieeotcontraat'Qtagreementpegbs(titlenti
ingtheaontraatinoparties;
and (2) containing signatures of aontraat(ng
patms`nluatba attached,
ame of exempt organza on (as shown on con act).
empt organza on's number
98 -
Address of exempt organ iza4on (City. Stale,Zip)
Principal contact at exempt organization
Principal contacts telephone number.
hysical tote on of projec site (give actual address wfien appf cable and Cities and/or Coun (ies} w ere projec is loca ed
Scheduled ont ay ear
constmction start date_
Estimated Month ay Year
wmpletion date
I declare under penalty of perjury in the second degree that the statements made in this application are true and
complete to the best of my knowledge
Signature of owner. partner or corporate officer pora e officer
a e.
"v nvr rrrtnM oCLVYY I11110 L11Nt
Section 00670 Page 1
Special Notice
Contractors who have completed this application in the past, please note the following changes in procedure
The Department will no longer issue individual Certificates of exem ption to subcontractors. Only prime contrac-
tors will receive a Contractor's Exemption Certificate on exempt projects.
Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor involved in the
project and complete it by filling in the subcontractor's name and address and signing it.
The original Certificate should always be retained by the prime contractor. Copies of all Certificates that the
prime contractor issued to subcontractors should be kept at the prime contractor's place of business for a
minimum of three years and be available for inspection in the event of an audit.
Once an 89# has been assigned to you, please use the next five numbers following it for any applications
submitted for future projects. This should be your permanent number. For instance, if you were assigned 89-
12345-0001, every application submitted thereafter should contain 89-12345 on the application. The succeed-
ing numbers will be issued by the Department of Revenue. DO NOT enter what you believe to be the next in
sequence as this may delay processing of your application.
Section 00670 Page 2
SECTION 00700
GENERAL CONDITIONS
GENERAL CONDITIONS
OF THE
CONSTRUCTION CONTRACT
These GENERAL CONDITIONS have been developed by using the
STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION
CONTRACT prepared by the Engineers Joint Contract Documents
Committee, F.JCDC No. 1910-8 (1990 Edition), as a base. Changes to
that document are shown by underlining text that has been added and
striking through text that has been deleted.
EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION)
WITH CITY OF FORT COLLINS MODIFICATIONS (REV 9/99)
TABLE OF CONTENTS OF GENERAL CONDITIONS
Article or Paragraph
Number & Title
DEFINITIONS .............. _.......... .................
1.1
Addenda ...................................
1.2
Agreement ................................
1.3
Application for Payment..,_.,,,_,_,
IA
Asbestos ..................................
1.5
Bid ................... .......................
1.6
Bidding Documents,,,.,,_„_.,,_,,,,,
1.7
Bidding Requirements,_,..._._,.,,
1.8
Bonds......
1.9
Change Order ........ .......
1.10
Contract Documents.,,,,_,,.,,_,,,,
1.11
Contract Price
1.12
Contract Times,,,,,,,,,,,,,,,,,,,,,,,,,
h13
CONTRACTOR ...................._.
1.14
defective ..... ..
1.15
Drawings ..................................
1.16
Effective Date of the Agreement
1.17
ENGINEER.... _........................
1,18
ENGINEERS Consultant,,,,,,,,,,,
1.19
Field Order,,.,,,,,,,_.,,
1.20
General Requirements_,,,,,,.,,,,_,
1,21
Hazardous Waste,,,,,,,
1.22.a
Laws and Regulations; Laws or
Regulations,,,,,,, _....... .... _,,,,,_
1.22.b
Legal Holidays ,,,,,,.
1,23
Liens
1.24
Milestone ..................................
1.25
Notice of Award .......................
1,26
Notice to Proceed,,,,,,,,,,,,,,,
1,27
OWNF,R...... _ ......_.................
128
Partial Utilization .....................
1.29
PCBs .......................................
1.30
Petroleum. _.......... ........ ............
1,31
project ........ .... .......... ......... ....
L32.a
Radioactive Material ..................
L32,b
Regular Working Hours.... .......
133
Resident Project Representative„
1.34
Samples.
1.35
Shop Drawings„„_ ..................
136
Specifications____,,,,,__.....,__
1.37
Subcontractor,,,,__,,,,,,,,,,_
L38
Substantial Completion ,_,,,,,.
1,39
Supplementary Conditions,,,,,_.,
IA0
Supplier,,,,,. ..............................
1.41
Underground Facilities,,,_,,,,,__
1.42.
tlnit Price Work.
1.43
Work
IA4
Work Change Directive _
1,45
Written Amendment,
Page Article or Paragraph
Number Number & Title
Page
Number
1
1 PRELIMINARY MATTERS
3
2.1
Delivery of Bonds...........................3
I
22
Copies of Documents, ...... .... .,_.......
1
...........
2.3
Commencement of Contract
Times; Notice to Proceed,,,,,,_ _.......
„ ]
2.4
Starting the Work.,....._,,,,,,,,,,,,,,,,,,
3
_,,,,,_ t
2.5-2.7
Before Starting Construction;
_I
CONTRACTORS Responsibility
1
to Report, Preliminary Schediles;
,,___, 1
Delivery of Certificates of
I
Insurance
3-4
_i
2.8
Preconstruction Conferencz
4
„..,.„1
2.9
Initially Acceptable Schedules ,,,,....,.4
1
3. CONTRACT DOCUMENTS. INTENT,
1
AMENDING, REUSE ..................................._.....4
1
3.1-3.2
Intent .............................................
4
.... _,,,,1
3.3
Reference to Standards and Speci-
1
frcations of Technical Societies;
......]
.�
Reporting and Resolving Dis-
......
.....
crepancies,.,._....___........__..-..4-5
3.4
Intent of Certain Terms or
Adjectives .............................. _.
_.. 5
3.5
Amending Contract Documents,_,,,_„5
-.._._,2
3.6
Supplementing Contract
Documents
5
^_
3.7
Reuse of Documents
5
2
„ _ 2
4, AVAILABILITY OF LANDS;
SUBSURFACE,
AND PHYSICAL CONDITIONS;
2
REFERENCE POINTS
5
4.1
Availability of Lands .....
5-6
4.2
Subsurface and Physical
Conditions .................._..........--...,
6
2
42.1
Reports and Drawings ....... ..............
6
42.2
Lim ited Reliance by CONTRAC-
2
TOR Authorized; Technical
..........2
Data ............................................
b
42.3
Notice of Differing Subsurface
2
or Physical Conditions,_,_,_,,,,
4.2A
ENGINEEWsReview
6
42.5
Possible Contract Documents
.... _....2
Change.
_.6
4.2.6
Possible Price and Times
....... 2-3
Adjustments., .......... _ ......... _..
6-7
4.3
Physical Conditions --Underground
3
Facilities
7
_._..._3
4.3.1
Shown or Indicated
7
_..._3
4.3.2
Not Shown or Indicated ___,,,._7
4A
Reference Points ................................
7
E]CEC GENERAL CONDITIONS 1910-8 (1990 EDITION
W CITY OF FORT COLLINS MODIFICATIONS IRE 9/99)
Article or Paragraph
Page
Article or Paragraph
Page
Number & Title
Number
Number & Title
Number
45
Asbestos, PCBs, Petroleum,
6.25
Submittal Proceedures, CON -
Hazardous Waste or
TRACTOR's Review Prior
Radioactive Material,,,,........ _,,,...
7-8
to Shop Drawing or Sample
Submittal ....................................
16
5. BONDS AND INSURANCE .................................
8
6.26
Shop Drawing & Sample Submit-
5A-5.2
Performance, Payment and Other
tals Review by ENGINEER. _....16-17
Bonds ................. ............ ___ .........
.8
6.27
Responsibility for Variations
5.3
Licensed Sureties and Insurers;
From Contract Documents,,,,.......,17
Certificates of Insurance .....................
8
6,28
Related Work Performed Prior
5.4
CONTRACTOR's Liability
to ENGINEER's Review and
Insurance... .... ........................... ...
_. _.9
Approval of Required
5.5
OWNER'S Liability Insurance...............9
Submittals, ........ ........... ..,,._........
17
5.6
Property Insurance._„_..._...............9-10
6.29
Continuing the Work. ..................
_.17
53
Boiler and Machinery or Addi-
6.30
CONTRACTOR's General
tional Property Insurance .................10
Warranty and Guarantee.._ ..........
,_I7
5.8
Notice of Cancellation Provision
10
6.31-6.33
Indemnification
17-18
5.9
CONTRACTOR's Responsibility
6.34
Survival of Obligations ....... .............
8
for Deductible Amounts....................
10
5.10
Other Special Insurance ....... ....... .....10
T OTHER WORK ...... ..._,_,....,....,,,,...,..,18
5.11
Waiver of Rights...............................11
7.1-7.3
Related Work at Site .......................
18
5.12-5.13
Receipt and Application of
7.4
Coordination„_. ....... ........
is
Insurance Proceeds......................
W-11
5.14
Acceptance of Bonds andInsu-
S. OWNER'S
RESPONSIBILITIES ......... ......._18
ante; Option to Replace .............
.._..11
8.1
Communications to CON-
5.15
Partial Utilization --Property
TRACTOR.-,..__,,...
Insu once.....................................11
..
82
Replacement of ENGINEER......,,,,,_l8
8.3
Furnish Data andPay Promptly
6. CONTRACTOR'S
RESPONSIBILITIES ...............I
I
When Due__.., ... ...... ,............
__.,._ 18
6.1-6.2
Supervision and Superintendence.,.....
11
8.4
Lands and Easements, Reports
6.3-6.5
Labor, Materials and Equipment, ...
11-12
and Tests....................18-19
6.6
Progress Schedule...,_,._. _.,,_.._.,_._12
8.5
Insurance__...... _-....,._.19
6.7
Substitutes and "Or -Equal" Items;
8.6
Change Orders_. .........
.... 19
CONTRACTOR's Expense;
8.7
Inspections, Tests and
Substitute Construction
Approvals,.._..,_ .............
.. ....19
Methods or Procedures,
8.8
Stop or Suspend Work,
ENGINEER's Evaluation
12-13
Terminate CONTRACTOR's
6.8-6.11
Concerning Subcontractors,
Services_ ,...... ,_,,.__...._„,....,..._19
Suppliers and Others,
8.9
Limitations on OWNER'S
Waiver of Rights .............. ............. _
13-14
Responsibilities.., ......... ...........
....19
6.12
Patent Fees and Royalties ....... _
......14
8.10
Asbestos, PCBs, Petroleum,
6.13
Permits
14
Hazardous Waste or
6.14
Laws and Regulations. _....................
14
Radioactive Material ......
_,...19
6.15
Taxes
14-15
8-11
Evidence ofFinancal
6.16
Use ofPremises.................................15
Arrangements _...... ,... _...............
19
6.17
Site Cleanliness
15
6.18
Safe Structural Loading ....... .........
. 15
9 ENGINEER'S STATUS DURING
6.19
Record Documents_...... __.........._...15
CONSTWUCTION ......._. _......_. __....... _
.._...19
6.20
Safety and Protection „_....... _.... ....
5-16
9A
OWNER'sRepresentative_._..,..,.,.,19
6.21
Safety Representative.1..__._,
16
9.2
Visits to Site,
19
6.22
Hazard Communication Programs,._...
16
93
Project Representative
19-21
6.23
F.mergencies.16
9.4
Clarificationsand interpre-
624
Shop Drawings and Samples .......
_,... 16
tations.............................„__21
9 5
Authorized Variations in Wirk
21
EJCDC GENERAL CONDITIONS 1910-9 (t990 EITRON1
w/ CI IN OF FORT COLLINS MODLFICA'ITONS IRRV 9/991
Article or Paragraph
Page
Article or Paragraph
Page
Number & Title
Numher
Number & Title
Number
9.6
Rejecting Defective Work...................21
13.8-13.9
Uncovering Work atENGI-
9.7-9.9
Shop Drawings, Change Orders
VEERsRequest._
27-28
and Payments ......................... ,........
_21
13.10
...................
OWNER May Stop the Work
28
9.10
Determinations for Unit Prices_.,...
21-22
13.11
Correction or Removal of
9.11-9,12
Decisions on Disputes; ENGI-
Defective Work .............
28
NEER as Initial Interpreter.,.._.,,._...22
13.12
... ,..,......
Correction Period ...___..._.,_.,,
28
9.13
Limitations on ENGINEER'S
13.13
Acceptance ofDefective Work
28
Authority and Responsibilities_..22-23
13.14
OWNER May Correct Defective
Work... .................................
28-29
CHANGES IN
THE WORK ..... .........
................
.. _23
10.1
OWNER'S Ordered Change ...... .........
23
14. PAYNvIENTS TO CONTRACTOR AND
10.2
Claim for Adjustment ..................
... _23
CONIPLETION,,..._...._..............
29
10.3
Work Not Required by Contract
14.1
......................
Schedule of Values ..........................
29
Documents ............ ......
__.23
142
Application for Progress
10.4
Changeorders_........._.........._....-...23
Payment ..............
105
Notification of Surety ..................
..... 23
14.3
CONTRACTOR'S Warranty of
.....29
Title ..
..........................
29
CHANGE OF CONTRACT PRICE ......... ......_,
23
14.4-14.7
.
Review of Applications for .
11.1-11.3
Contract Price, Claim for
Progress Payments_
29-30
Adjustment; Value of
14.8-14.9
.................
Substantial Completion ...........
,....... 0
the Work .....
23 24
14 10
Partial Utilization.,_,.,....._
30-31
11.4
Cost of the Work___..,24-25
14,11
Final Inspection
31
11.5
Exclusions to Cost, of the Work._,_,.,._
25
14.12
Final Application for Payment.
11.6
CONTRACTOR'S Fee,..„___..,...
_ 25
14 13-14.14
Final Payment and Acceptance...,,.
_31
31
11.7
Cost Records _,_.... __-25-26
14,15
Waiver of Claims
31-32
11.8
Cash Allowances ............... ..
26
1 L9
Unit Price Work ........................
26
15, SUSPENSION OF WORK AND
TERMINATION
...........
32
C_'HANGE OF CONTRACT TI1vLES.......................
„ 26
15.1
OWNER May Suspend Work
32
12.1
Claim for Adjustment ...........
_ 26
15.2-15A
OWNER May Terminate
32
122
Time of the Essence ..,.,__...,.,_,......
..26
15.5
CONTRACTOR May Stop
12.3
Delays Beyond CONTRACTORS
Work or Terminate
32-33
Control .............. . ......................26-27
12.4
Delays Beyond OWNER'S and
I& DISPUTE RESOLUTION
CONTRACTOR's Control.................
27
17. Z RSCELI,ANEOUS,._
33
TESTS AND
INSPF,CTIONS; CORRECTION,
IT 1
....-
Giving Notice .......
33
REMOVAL OR ACCEPTANCE OF
172
.......
Computation of Times.,._...,..,,
33
DEFECTIVE
WORk,....._,,. _.,
.... 27
173
Notice of Claim
33
13,1
Notice of Defects
,,..27
17.4
......,
Cumulative Remedies..__,
33
13.2
Access to the W'ork...,.._......
27
IT
..............
Professional Fees and Court
133
Tests and Inspections,
Costs Included.
}3
CONTRACTOR's Cooperation......„
27
IT6
Applicable State Laws
33-34
13A
OWNER'S Responsibilities,
Intentionally
left blank__,..
35
Independent Testing Laboratory_
.27
13.5
CONTRACTOR's
EXHIBIT GC -A:
(Optional)
Responsibilities., „_ ... „
27
Dispute Resolution Agreement
GC -AI.
13.6-13.7
Covering Work Prior to Inspec-
16.1-16.6
_ ......
Arbitration....
GC -AI
tion, Testing or Approval,
... 27
167
Mediation,..___
GC -Al
1° F,rCDC GENERAL CONDITIONS 1910-8 (1990 EDITION)
Wi CITY OF FORT COLLINS MODIFICATIONS (REV 91991
6055 Harmony and Ziegler Road Improvements
Front Range Village Development
Addendum #1 Revised Bid Schedule
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program
Dated: SM512001
Item >♦
201-01
Item Descri Uon
Clear and Gmbbin
Quantity
1
Unit
LS
Unit Cost
Total Cost
202-01
Remove Curb and Gutter
3555
LF
202-02
Remove Sidewalk
14297
SF
202-03
Remove Asphalt - Full Depth 4"-B"
17320
SY
202-04
Profile Milling
3320
SY
202-05
Remove Tree -48"+Diameter
4
EA
202-06
Remove Tree 24" Diameter
1
EA
202-07
Remove Pie
460
LF
202-08
Remove Inlet
2
EA
202-09
Remove Existing FES
5
EA
202-10
Remove Concrete Channel
320
LF
202-11
Remove Leech Field and Sceptic Tank
1
LS
202-12
lRemove Area Inlet
1
EA
202-13
Remove Initiation Structure
1
EA
202-14
Remove E)dsbng Hydrant per FCLWD Specs
1
FA
202-15
Remove Headwall
2
EA
202-16
Remove Gate
5
EA
202-17
Remove Retaining Wall
2
FA
203.01
Unclassified Excavation
1083
CY
203.02
Embankment-CIP
12720
CY
203-03
Borrow Suitable Fill
11637
CY
203-04
To soil IRtri.inn, Stock ilin , and Placing)
6696
CY
203-05
Import Screened Topsoil 6" in Parkway Areas
657
CY
203-06
Median Fig - 60140 Mix
2903
CY
203-07
S Iashblock/Hardsca a Shaping - CIP
30513
SF
203-08
Flowfill Over Shallow Utilities
407
CY
203-09
Muck Excavation - CIP
200
CY
20"1
Structure Excavation
267
CY
206-02
Structure Backfill On-Sge Material
267
CY
206-03
Filter Material - 1 12" Washed Rock
65
TON
208-01
Erosion Control
1
LS
210-01
Adjust Manhole RinglCover
15
EA
210-02
Adjust Valve Box
10
FA
210-03
Modify Manhole
4
EA
210-04
Relocate PRV Vent per FCLWD Specs
1
FA
21D-05
Relocate Meter Pit
4
EA
210-06
Relocate Fire Hydrant
1
EA
210-07
Relocate CP Test Station
7
EA
INDEX TO GENERAL CONDITIONS
City of Fort Collins modifications to the General Conditions of the Construction Contract are not shown in this index
Article or Paragraph
Number
Acceptance of —
Bonds and Insurance ...................... 5.14
defective Work,__,_ ......... _............. 10.4.1, 13.5, 13.13
final payment .............. .......................... 14.15
insurance..... 5.14
other Work, by CONTRACTOR ..... .....7.3
Substitutes and "Or -Equal" Items ..... .... ...... . ...6.7.1
Work by OWNER _...... ..... _ ..... 2.5, 6.30, 6.34
Access to the --
Lands, OWNER and CONTRACTOR
responsibilities..... _ _. „............................ ......4.1
site, related Work... .................... _..... _....7.2
Work, ..._ .................. _......... ....... 13.2, 13.14, 14.9
Acts or Omissions--, Acts and Om issions--
CONTRACTOR......_ .._......._......._....6.9.1, 9.13.3
ENGINEER.._ ................ _....................6.20, 9.13.3
OWNER. _............. ... 6.20, 8 9
Addenda --definition of (also see
definition of Specifications) ,....... (1.6, 1.10, 6.19), 1.1
Additional Property Insurances_ ............._.......__, 5.7
Adjustments—
Contract Price or Contract
Times.., .___................1.5, 3.5, 4.1, 4.3.2, 4.5.2,
.........................4.5.3, 9.4, 9.5, 10.2-10.4,
............. ............. I ... ........ 11,12,14.8,15.1
progress schedule 6.6 ................................... .
Agreement --
definition of.................-.._..............................1 2
"All -Risk" Insurance, policy form ... .......... - ... .......,,5.6.2
Allowances, Cash ___...._...., . .11.8
Amending Contract Documents ............................. 3.5
.Amendment, Written --
in general ......... ......1.10, 1.45, 3.5, 5,10, 5.12, 6.6.2
......... ........... .__(.8.2, 6.19, 10.1, 10.4, 112
.._............ _................. 111, 13.112, 14 72
Appeal, OWNER or CONTRACTOR
intent to. ... ............ _...... 9.10, 9.11, 10A, 16.2, 16.5
Application for Payment --
definition of. _,.....,,,..__._. ........_..._...,_1.3 .............
ENGINEER's Responsibility..,., ........... 9.9
final payment._ ......... ,_, 9.13.4, 9.13.5, 14.12-14.15
in general._........................8, 2.9, 5.6.4, 910, 15.5
progress payment ........ .......... ............._.....14.1-14.7
review of......_ ...... ........................._._......,14A-14.7
Arbitration ............ ........... .................. ..........16.1-16.6
Asbestos --
claims pursuant thereto ..... ...... ,,, 4.5.2, 4.5.3
CONTRACTOR authorized to stop Work .... _.4.5.2
definition of ....... ..
v
Article or Paragraph
Number
OWNER responsibility for..............................4.5.1,
8.10
possible price and times change .............
....... 4.5.2
Authorized Variations in Work._
3.6, 6.25, 6.27, 9.5
Availability of Lands .......... . .. ......... .
_.I ........... _.41, 8.4
Award, Notice of--defined
125
Before Starting Construction......,
.....
Bid --definition of, ... ,___......1,5
(1.1, 1.10, 2.3, 3.3,
.................... 4.2.6.4, 6,13, 11.4.3, 11.9.1)
Bidding Documents --definition
of_........._.........._.......... _...........
_1.6(6.8.2)
Bidding Requirements --definition
of ........ ......... _.....,.1.7(1.1,4.2.6.2)
Bonds --
acceptance of .............................................
_.... , 5,14
additional bonds ................................
10.5, 11 4.5.9
Cost of the Work..........
11.5.4
definition of
Ls
delivery of
2 1, 5.1
final Application for Payment .........
.. ...14.12-14.14
general ......- ..............................
1.10, 5.1-53, 5,13,
.... . ...... .............. ...........
- 9.13, 10.5, 14.7.6
Performance, Payment and Other ........
........_5.1-52
Bonds and Insurance --in general. _,.
5
Builder's risk "all-risk" policy form .........
...... 5.6.2
Cancellation Provisions, Insurance...._..
5.4.11, 5.8, 5.15
Cash Allowances._...._..,
Certificate of Substantial Completion,
..... .138, 6.30.2.3,
. ..._......_ ..........
......._14.8, 14.10
Certificates ofInspection .._........... ......
9.13.4, 13.5, 14.12
Certificates of Insurance ...... ,I......2.7,
5.3, 5.4.11, 5.4.13,
..... .__............5.6.5, 5.8,
5.14, 9.13.4, 14.12
Change in Contract Price --
Cash Allowances......._.............._....................._11.8
claim for price
adjustment,, . ,.4.1, 4.2.6,
4.5, 5,15, 6.82, 9.4
_..,....., 5, 9.11, 10
2, 10.5, 11.2, 13.9,
_._......_1313, 13.14,
14.7, 15 1, 155
CONTRACTOR'S fee......... __ .,...
.............. I L6
Cost of the Work
general, . ........ ........
IIA-1 L 7
Exclusions to,.. ..........
11.5
Cost Records ....,__...,...,_,_,11.7
...............................
in general„__._.,....1.19, L44, 9.11,
10.42, 10,4.3, 11
Lump Sum Pricing...._......_.. _......__
...............11.32
Notification of Surety „ . _
10.5
Scope of _
_ 10 3-10A
Testing and Inspection,
Uncovering the Work. _....... _..
_........ _... .... 13.9
EJCDC GENERAL CONDITIONS 1910-8 (1990 EDMOM)
w/ C7TY OF FORT COLLINS MODIFICATIONS tItEV 9/99)
Unit Price Work ....... ..............._...._.........,,.11.9
Article or Paragraph
Number
Value of Work ..................... _.....
_........ _......._ 113
Change in Contract Times -
Claim for times adjustment. .......
.1, 4.2.6, 45, 5.15,
6.8.2, 9.4, 9.5, 9.11,
10.2, 10.5, 12.1,
13.9, 13.13, 13.14, 14.7, 15.1, 15.5
Contractual time limits................................._..12,2
Delays beyond CONTRACTOR's
control ...... .............
. ._......... -- . 12.3
Delays beyond OWNER's and
CONTRACTOR's control.....
..... ........ . 2.4
Notification of surety .........................
10.5
Scope of change ................
..... _..... 103-10A
Change Orders --
Acceptance of Defective Work ..........................13.13
Amending Contract Documents
...... _............. . _. 3.5
Cash Allowances .... ...... .... .......
11.8
Change of Contract Price, ..,.,_........
_....... ......... 11
Change of Contract Times ..........
..... _........12
Changes in the Work._
_. ...... _l0
CONTRACTOR's fee _....,...
. ......................
11.6
Cost of the Work ...... ..........
.........._11.4-11.7
Cost Records ...... ............ ...._........
...... . 11.7
definition of_. -.- ._.......
1.9
emergencies ...... ..............
.....,. _ _,....6.23
ENGINF,ER's responsibility. ........
9.8, 10.4, 11.2, 12.1
execution o1_._..... ...... ........... ....__........_.._...
1Q4
Indemnifiction ......................... 6.12, 6,16, 6.31-633
Insurance, Bonds and ................ ...._
5.10, 5.13, 105
OWNER mayterm mate...._..,_-.
__........ 15.2-15.4
OWNER's Responsibility. _..
.. ........... 6, 10.4
Physical Conditions --
Subsurface and,........._ .............._...-.....
_.....4,2
Underground Facilities-............
4.3.2
Record Documents_.,.,.
._,,.,.._. 6.19
Scope of Change . ......... ................._......10.3-10.4
Substitutes......__ ..._ ................._67.3,
6.82
Unit Price Work......_......................_.._...........11.9
value of Work, covered by .... ,....
........... 11.3
Changes in the Work. _..,.,
10
Notification ofsurety__...... ..... ,_.......
..... _....... lo.5
OWNER's and CONTRACTOR's
responsibilities......... _..... _....
_.....................10A
Right to an adjustment
](I., -
Scope of change ,.,.,....
10 3-10.4
Claims --
against CONTRACTOR..........._
.. ................6.16
against ENGINEER ....
against OWNER ....... _._...... _
_.......632
..............9.4,
Change of Contract Price ._....
_1L2
Change of Contract Times
9.4, 121
CONfRACTOR's.,..... 4, T1,
9.4, 9.5, 9,11, 10.2.
..........__............11.2, 11.9,
12.1, 13.9, 14.8,
..........._..........-__..._..,..._.15.1,
vi
15.5, 17.3
CONTRACTOR's Fee ... _.......................... _.. 11.6
Article or Paragraph
Number
CONTRACTOR's liability ........... 5.4, 6.12, 6.16, 6.31
Cost of the Work, ......... .....-...._._.........__11.4,
11.5
Decisions on Disputes, ..... .......... .............
9.11,9.12
Dispute Resolution.........
..........................
....... _ 16.1
Dispute Resolution Agreement... .........
6.1-16.6
ENGINEER as initial interpreter. _...............
..... 9.11
Lump Sum Pricing.........................................11.3.2
Notice of _._............_............... .................
.. _17.3
OWNER's.................. .9.4, 9.5, 9.11,
10.1 11.2, 11.9
12 1 13 9 13
13 13 14 173
OWNER's lability _ _.,,..._
5.5
OWNER may refuse to make payment,
.......... ,.,... 14.7
Professional Fees and Court Costs
Included................................ _.................17.5
request for formal decision on...,....,_„
............._9.11
Substitute Items .. ................_,....__..__,_...,.6.7.1.2
Tim eExtension ..,
_.12.1
Time requirements ......, ......... ,.......
_9.11, 12.1
Unit Price Work. ...............................
.,.,.11.9.3
Valueof._...._.................._..........._......_...._...11.3
Waiver of --on Final Payment ..........
14.14, 14.15
Work Change Directive
-1.2,
12.1
Clarifications and Interpretations._.,,.,,_..
3.6.3, 9.4, 9.11
CleanSite......._......._............................._.........6.17
Codes of Technical Society, Organization
or Association ............._..................................
3.3.3
Commencement of Contract Times ...................
2.3
Coin m unications--
general....... ........ .............................
6.2, 6.9.2, 8.1
Hazard Communication Programs.......
_, ........ ,. 6.22
Completion --
Final Application for Payment .................
_.,..... 14.12
Final Inspection ............. ....
.14.11
Final Payment and Acceptance.._.__..,_.,..14.13-14.14
Partial Utilization... ..._ .........................
_...... 14.10
Substantial Completion..,.,, _ _..... __,.1.38.
14.8-14.9
Waiver of Claims „_._-.,.....,,14.15
Computation of Times _......
17.2.1-17.2.2
Concerning Subcontractors, Suppliers
and Others...__..........._..._......................6.8-611
Conferences --
initially acceptable schedules...,,_ .... ..........
. ._ 2.9
preconstruction _...... _. ......... .......................
2.8
Conflict. Error, Ambiguity, Discrepancy --
CONTRACTOR to Report _...... ,... ...
2.5, 3.3.2
Construction, before starting by
CONTRACTOR, .......... .
Construction Machinery, Equipment, etc, ......
,.6A
Continuing the Work ,....,__ „
6.29, 10.4
Contract Documents --
Amending... . .. ..... .... .. ...
-5
Bonds
5 1
EJCDC GENERAL CONDITIONS 19I0-8 (1990 EDITION)
w/ CITY OF FORT COLLINS MODIFICA11ONS (REV W99)
Cash Allowances, ............ ..............11.8 Stop Work requirements,....
CONTRACTOR's-
Article or Paragraph
Number
Change of Contract Price.,,_......_.._,.,_,.......
Change of Contract Times..,__ ...............
Changes in the Work ..................... .......... I
check and verify .............. ................
Clarifications and
Interpretations ...... ___.......... _._.... .2, 3.6,
definition of
ENGINEER as initial interpreter of.... . .........
ENGINEER as OWNER's representative.,...,.
gencra13
Insurance....................................................
Intent
.......................................................
minor variations in the Work._._..,,,,,..__....._
OWNER's responsibility to furnish data ...... _
OWNER's responsibility to make
prompt payment ..........................8.3, 14,
precedence.. ....... ................3.
Record Documents ......................
Reference to Standards and Specifications
of Technical Societies
Related Work.. _ ... _
Reporting and Resolving Discrepancies .......
Reuse of.
Supplementing ,_,......__.
Termination of ENGINEER s Employment....
Unit Price Work
variations... .... ........................_ 3.6, 6.
Visits to Site, ENGINEER'S ............._„_....,
Contract Price--
adjustment of..._„ ...... . 3.5, 4.1, 9.4, 1Q3, 1
Change of_.,,,
....... . .........................
Decision on Disputes ............. _.........
_,
definition of
.................................................
Contract Times--
adjustment of........_.................3.5, 4A, 9.4,
Changeof .............................................. 1
Commencement of
...................................
definition of,..,... _ ......,_
CONTRACTOR--
Acceptance of Insurance .......... _........ ..,.
Comm unications
Continue Work.......__............__.. _.
coordination and scheduling „_...........__.__
definition of.. .__,_,........
Limited Reliance on Technical
Data Authorized
May Stop Work or Terminate,
provide site access to others_.,,.,__ _ 7.
Safety and Protection_,_ _ 4.3.1.2 6.1
11
12
0.4-10.5
...... 2.5
9A, 9.11
1.10
9,11
9.1
4, 14.13
1, 3.3.3
3.3
7.2
2.5, 3.3
3.7
3.6
8.2
I L9
23, 6.27
9.2
1
.2-113
.... Al
9,11
1.11
'
L0.3, 124
.1-12
.3
1 12
5 14
2, 6,9.2
29, 10.4
.6.9.2
1.13
4.?.2
15.5
2, 132
6, 6.18,
_. ..... ... ...... 6.21-6.23, 72, 13.2
Shop Drawing and Sample Review
Prior to Submittal
4.5.2
Article or Paragraph
Number
Compensation..............„............................11.1-11.2
Continuing Obligation_...................................14.15
Defective Work_ ........ .................._ 9.6, 13.10-13.14
Duty to correct defective Work ..........................13.11
Duty to Report--
Changes in the Work caused by
Emergency....... -- ................... _........ _ . 6.23
Defects in Work of Others ............. _. _...... _..... 7.3
Differing conditions_._..._.._....__.....4.2.3
Discrepancy in Documents , ..... 2.5, 3.3.2, 6.14.2
Underground Facilities not indicated.._.._...,,43.2
Emergencies ............................... 6,23
......................
Equipment and Machinery Rental, Cost
of the Work...... _......... _. _.....................1 L4.53
Fee --Cost Plus . ....... .....__... ..... ,11-4.5.6, 11.5.1, 11.6
General Warranty and Guarantee..., 6.30
Hazard Communication Programs ...,..... ....6.22
Indemnification 1..__„_.,...._.....1. 6.12, 6.16, 6.31-6.33
Inspection of the Work_. ,. _ 7.3, 13.4
Labor, Materials and Equipment ...... _..... 6.3-6.5
Laws and Regulations, Compliance by......, _ 6.14A
Liability Insurance_ ....... _
Notice of Intent to Appeal ..._..... ___.......... 9.10, 10.4
obligation to perform and complete
theWork..............................__......_...._.6.30
Patent Fees and Royalties, paid for by................6.12
Performance and Other Bonds 5.1
Permits, obtained and paid for by ..... ,..,_........__0.13
Progress Schedule,,,..,..., __..._ 2.6, 2 8, 2.9, 6.6,
_.. ........I ....6.29, 10.4, 15.2.1
Request for formal decisionon disputes .............. 9.11
Responsibilities--
Changes in the Work.., .. ....._... 10.1
. ............ .
Concerning Subcontractors, Suppliers
and Others.__.........._.........._....6.8-6.11
Continuing the Work ..........................6.29, 10A
CONTRACTOR's expense, ............ _, .....67.1
CONTRACTOR's General Warranty
and Guarantee............__.,......__._,.._...6.30
CONTRACTOR's review prior to Shop
Drawing or Sample submittal l......._....... 6.25
Coordination of Work 6.92
Emergencies .................. _...................... _.. 6.23
ENGINEER's evaluation, Substitutes
or "Or -Equal" Items, __.__...... 6.Z3
For Acts and Omissions
of Others,,. _ ......, _,_.... 69A-6.9.2, 9.13
for deductible amounts,insurance 5.9
general _..... ... .....6, 72, 7.3, 8.9
Hazardous Communication Programs„_...._„622
Indemnification ....... 6,31-6.33
FXDC GENERAL CONDITIONS 1910-8 (1990 EDITION)
w/ CIn OF FORT COLLINS MODIFICA'r10NS (REV 9/99)
FXDC GENERAL CONDITIONS 1910-8 (1990 EDITION)
w/ CIn OF FORT COLLINS MODIFICA'r10NS (REV 9/99)
Labor, Materials and Equipment.... .... _ .... 6.3-6.5
Laws and Regulations ...... ................- ........ .6.14
Liability Insurance. ......._ ._ _,......... .4
Article or Paragraph
Number
Notice of variation from Contract
Documents....., ....... ...... ............. .......
.., 6.27
Patent Fees and Royalties . ............................
6,12
Perm its ..... . ................... .............................
6.13
Progress Schedule..._ .................. _................6.E
Record Documents...... ........... ......_......6.15
related Work performed prior to
ENGINEER's approval of required
submittals ....................................
_....... 6.28
safe structural loading .......... ............
6.18
Safety and Protection ... .................6.20, T2, 13.2
Safety Representative .......... .. . ............ ..
....... . 6,21
Scheduling the Work ... ,._........ ...................6.9.2
Shop Drawings and Samples_ . .................
_... .24
Shop Drawings and Samples Review
by ENGINEER .........
Site Site Cleanliness ................. ........
. 6.17
Submittal Procedures,. ...............
,6.25
Substitute Construction Methods
and Procedures
6.7.2
Substitutes and "Or -Equal" Items
....6,71
Superintendence ...... .. ..... ___...,_._.,.___....,,.,..6.2
Supervision............................. _....... ............
6.1
Survival of Obligations,. __..........................
6,34
Taxes_.,
6.15
Tests and Inspections,,, , .... ., ..........
13.5
To Report ... _......
_ 2.5
Use of Premises ......... _ ._.,6.16-6.18,6.30.2.4
Review Prior to Shop Drawing or
Sample Submittal ..............._.......................
6.25
Right to adjustment for changes in the Work
..... 10.2
right to claim...., .,,,_p, 7.1, 9A, 95, 9,11,
1O.2,11.2,
... ,.._, 11.9, 12.1, 13.9, 14.8, 15.1,
15.5, 173
Safety and Protection ................ 6.20-6.22, 7.2, 13.2
Safety Representative.. ...
Shop Drawings and Samples Submittals _ _,6.24-6.28
Special Consultants_ ....................
11.4A
Substitute Construction Methods and Procedures
6.7
Substitutes and "Or -Equal" Items,
Expense ... ...__.......... ...... .... ......... 6.7.1,
6.7.2
Subcontractors, Suppliers and Others,„....,
6.8-6.11
Supervision and Superintendence6.1,
6.2, 6,21
Taxes, Pavment by.....
6.15
Use of Premises..._,
6.16-6.18
Warranties and guarantees ,,. _
6.5, 6,30
Warranty of Title.,,
143
Written Notice Required --
CONTRACTOR stop Work or terminate..,
15.5
Reports of Differing Subsurface
and Physical Conditions ...... ,.,___,..,....
4,23
Substantial Completion.
Nih
14.8
CONTRACTORS --other...,,.,
Contractual Liability Insurance ............ . ......... . .. . . . . 5.4.10
Contractual Time Limits ..... ....,...12.2
Article or Paragraph
Number
Coordination--
CONTRACTOR's responsibility ...........
........... 6.9.2
Copies of Documents ....,,.,...
2.2
Correction Period ......................... _....... _..............13.12
Correction, Removal or Acceptance
of Defective Work--
in general ....... ................. _....... ...10.4.1,
13.10-13.14
Acceptance of Defective Work... __..............
... 13.13
Correction or Removal of
Defective Work..._ ....................__,....
6.30, 13.11
Correction Period .............. _.......... _..__..
_......13.12
OWNER May Correct Defective Work .....
........ 13 14
OWNER May Stop Work .... ...... _. _..
....-..13.10
Cost --
of Tests and Inspections_,...__., _.........,,,
13.4
Recordsl1.7
Cost of the Work --
Bonds and insurance, additional ............
..11.4.5.9
Cash Discounts
11.4.2
CONTRACTORSs Fee
Employee Expenses ....,
11.4.5.1
Exclusions to............_.......................................11.5
General 11.4-11.5
Home office and overhead expenses .................
J LS
Losses and damages ...................
11.4.5.6
Materials and equipment....
.._ .....11.4.2
Minor expenses.... _......... _............ _............11.4.5.8
Payroll costs on changes.., ...
11A4 l
performed by Subcontractors
_ 1 L43
Recordsl 1.7
Rentals of construction equipment
and machinery.......................................11.4.5.3
Royalty payments, perm its and
license fees .......__............ _........_......_.11.4.5.5
Site office and temporary facilities ,.,...
..... 11 A.5.2
Special Consultants, CONTR4CTOR's
11 4.4
Supplemental ....
_..... _ 11 AS
Taxes related to the Work-_„_.._....
11.4.5.4
Tests and Inspection,_,..,,_...,
._...__._13.4
Trade Discounts.._..._..._..._............_..........._11.4.2
Utilities, fuel and sanitary facilities,...
11A5,7
Work after regular hours _... _.,......
11A.1
Covering Work, ........ .. .....
13.6-13.7
Cumulative Remedies
ITA-17.5
Cutting, fitting and patching
_ 7.2
Data, to be furnished by OWNER
8.3
Day --definition of,_
17.2.2
Decisions on Disputes .. ........ ......... ....
9.11, 9.12
defective --definition of __.......
_1 14
defective Work_
Acceptance of ................104.1,
13.13
EJCDC GENERAL. CONDITIONS
1910-8 (1990 EDITION
w/ CITY OF FORFCOLLINS MODIFICATIONS
(REV 9/99)
Correction or Removal of ........... ....... .__ 10.4.1, 13.I1 OWNER's Representative.,..,......_.,.__....,.,.., .9.1
Correction Period ......... ........... _.... 13.12 Payments to the CONTRACTOR,
.
in general......,,.,,__....................._..13, 14.7, 14.11 Responsibility for ......... _....... _....... 9.9, 14
RecommendationofPayment ...... ...........14.4, 14.13
Article or Paragraph
Numher Article or Paragraph
Number
Observation byENGNEER...,,,................
. 9.2
OWNER May Stop Work ......... . ...... _ _ . _...
_ _ 13,10
Prompt Notice of Defects ................... . ......
.........13.1
Rejecting........................................... -.......
....9.6
Uncovering the Work .......................................
13.8
Definitions
_. 1
Delays ..._...................... _........4.1, 6.29,
12.3-12.4
Delivery of Bonds, ... ........ .... ..........................
. 2.1
Delivery of certificates of insurance_,_ .............
.__... 2.7
Determinations for Unit Prices _.,
---9,10
Differing Subsurface or Physical Conditions --
Noticeof..., ................................-...................4.2.3
ENGINEER's Review .......... _..........................
4.2 4
Possible Contract Documents Change...............4.2.5
Possible Price and Times Adjustments..............4
2.6
Discrepancies -Reporting
and Resolving ... .... ........ ............. ..2.5, 3.3.2, 6.14.2
Dispute Resolution_
Agreement ....._._ _.........._ ___........
._16.1-16.6
Arbitration...
_ 16.1-16.5
gencra116
Mediation..._ ............._.................__._...._..._.
1,6.6
Dispute Resolution Agreement .....................
16.1-16.6
Disputes, Decisions by ENGINEER ....... ....,
9.11-9.12
Docum ents--
Copies Of.. . ........... .............. ...
2.
Record 6.19
Reuse of ............. .....................
._. 3.7
Drawings--definitionof,....... _ _....
...__,1,15
Easements
41
Effective date of Agreem ent -- definition of...
....1.16
Emergencies_....... _
.........................................
6.23
ENGINEER --
as initial interpreter on disputes. . .......
9.11-9.12
definition of ..................
.__... 1,17
Limitations on authority and responsibilities,...,
9.13
Replacement of, ..... ,.... ,.......... ,._..._
..._„ 8.2
Resident Project Representative
9.3
ENGINEER's Consultant -- definition of.
....................
1-18
F.NGINEER's--
authority and responsibility, limitations on, ...9,13
Authorized Variations in the Work- __...,
............ 9.5
Change Orders, responsibility for. ,,,9.7,
10, 11, 12
Clarifications and Interpretations ..............3.6.3,
9.4
Decisions on Disputes___
defective Work, notice of
13.1
Evaluation of Substitute Items
...... 6.73
Liability.... ... _
632, 9.12
Notice Work is Acceptable.__„_..,.,______,,....__,_14.13
Observations. _.__..........._6.30.2,
.....................
9.2
Ix
Responsibilities --Limitations on ...............
9.11-9.13
Review of Reports on Differing Subsurface
and Physical Conditions ... _................
_....... .2.4
Shop Drawings and Samples, review
responsibility ................ ...__....
...... ..._6.26
Status During Carstruction--
authorized variations in the Work
....................
9.5
Clarifications and Interpretations ..................9.4
Decisions on Disputes ..... ,...... _........
,.,. 9.11-9.12
Determinations on Unit Price ........................
9.10
ENGINEER as Initial Interpreter..,..
_,..,9.11-9,12
ENGINEER's Responsibilities . .. ......
.... . 9.1-9.12
Limitations on ENGINEER's Authority
and Responsibilities ..............
9,13
OWNER's Representative..,...,._
...9.1
Project Representative.....,, _... _,.....
__,_........ _,9.3
Rejecting Defective Work........... _.......
.... ..... 9.6
Shop Drawings, Change Orders
and Payments...... . _. ... _
9.7-9.9
Visits to Site..........
Unit Price determinations.... „
9.10
Visits to Site
9.-2
Written consent required .......................
7.2, 9.1
Equipment, Labor, Materials and._ ...... ..............
..
Equipment rental, Cost of the Work ..................
11.4.5.3
Equivalent Materials and Equipment,.,. . .
.. 6.7
..............
error or omissions
Evidence of Financial Arrangements
_. _6.33
.._ 8.11
Explorations of physical conditions ...... .. . . .
........... 4.21
Fee, CONTRACTOR's-Costs Plus . _........
....... 11.6
Field Order --
definition of ................
1.19
issued by ENGINEER ................. ..
161, 9.5
Final Application for Payment.___ _
..... _14.12
Final Inspection...., __. _.
14,11
Final Payment
and Acceptance ...................... _...... ...
14,13-14 14
Prior to, for cash allovances,..........
11.8
General Provisions.......__,17.3-17.4
General Requirements --
definition of......_.......... _.._._............__....120
principal references to ..... _2.6, 6 4,
6.6-6.7, 6,24
Giving Notice..,.. _ _,.....
I T I
Guarantee of Work --by CONTRACTOR
6.30, 14.12
Hazard Communication Programs
Hazardous Waste --
definition of ...........
... .. _1.21
general
4 5
OWNER s responsibility for_,,.
_. S.lo
EJCDC GENERAL CONDITIONS 1910-9 (1990 EDITION)
w/ 0TV OF FORT COLLINS MODIFICA'11 ONS (REV 9/99)
Indemnification,,,....__............._....6.12, 6.16, 6.31-6.33
Initially Acceptable Schedules ............. .._.._.._....___,,.2.9
Inspection—
Certificates of ......... _..................9.13.4, 13.5, 14.12
Final ...... ......... I ... 14,11
Article or Paragraph
Number
Special, required by ENGINEER ........................
9.6
Tests and Approval..... ........ 8.7, 13.3-13.4
Insurance --
Acceptance of, by OWNER.,. _ _.............
_ _. _ _.5.14
Additional, required by changes
in the Work......._....._........ _.................11.4.5.9
Before starting the Work, ........ ...........................23
Bonds and --in general.._ ...........................__._...
5
Cancellation Provisions ................._.,,,
.5.8
Certificates of ........... 2.7, 5, 5 3, 5.4.11,
5AA3,
...__,. 5.6.5, 5.8, 5.14, 9.13.4,
14.12
completed operations ................._......,____.,
,.5.4,13
CONTRACTOR's Liabilitv
...................................
5A
CONTRACTOR's objection to coverage.............5.14
Contractual Liability ................... I.................
5.4.10
deductible amounts, CONTRACTOR's
responsibility_ .._...._.,_____
_ ..5.9
_
Final Application for Payment ..... ,_ �..........
14.12
Licensed Insurers.._
.5.3
Notice requirements, material changes ...
5.8, 10.5
Option to Replace........ _ ................. _ ...............
5.14
other special insurances.......,,_... _.....__
5.10
OWNER as fiduciary for insureds. .......... ....
5.12-5.13
OWNER's Liability ........
5.5
OWNER'sResponsibility ..... .,.._,._..,._8.5
Partial Utilization, Property Insurance ..... ..
....... . 5.15
Property ...... ......._.. ..............
).6-5.10
Receipt and Application of Insurance
Proceeds ............... _. _......... _.... _...... _.5.12-5.
l3
Special Insurance ......................... _ _.............
_. 5.10
Waiver of Rights... _................... _..........
_........5.11
Intent of Contract Documents.,.... .....
3.1-3.4
Interpretations and Clarification, s__...... ,_,._.....16.1
9.4
Investigations of physical conditions ........ .................
4.2
Labor, Materials and Equipment, .....
_ 6.3-6.5
Lands--
andEasements.,_,._....._, _._........_......8A
............... .
Availability of..__ ...... _................_._..........4.1,
8.4
Reports and Tests ...................... .
Laws and Regulations --Laws or Regulations --
Bonds.......... ......... .._........._...........5.1-5.2
Changes in the Work ... .„. ...... .._._....___10.4
Contract Documents, ............... . ........ _ _ _.........
_ 3.1
CONTRACTOR's Responsibilities ... ..... ..........
.6,14
Correction Period, defective Work..,.,____..,...
1112
Cost of the Work, taxes _...
1 L4 5.4
definition of .................122
general6-14
Indemnification ,..
6.31-6.33
Insurance...........................................................5.3
Precedence .................. ....... ............. _....._.3.1,
3.3.3
Reference to................._.................................3.3.1
Safety and Protection_ ......................_.,...
6.20, 13.2
Subcontractors, Suppliers and Others, ..... I ...
6.8-6.11
Article or Paragraph
Num ber
Tests and Inspections„............._.............._.13.5
Use of Premises ...... ........
6.16
Visits to Site................._....................................9.2
Liability Insurance--
CONTRACTORs...............................................5.4
OWNER'S ......................_.....-.. _......_............._.5.5
Licensed Sureties and Insurers..._ ....................
5.3
Liens --
Application for Progress Payment .. .. . . . . .........
.. .. . 14.2
CONTRACTOR's Warranty of Title ..............
....143
Final Application for Payment_ .............
..,1.4.12
definition of ........................................
1.23
Waiver of Claims....... _.......................... _......,14.15
Limitations on ENGINEER's authority and
responsibilities,,, .......... .......... .........9.13
Limited Reliance by CONTRACTOR
Authorized ...__....._......._ .... .... _...._..... _.._...4.2.2
Maintenance and Operating Manuals --
Final Application for Payment.
14.12
Manuals (of others)--
Precedence.........._.......................................
1.3.3.1.
Reference to in Contract Documents.
...................
3.3.1
Materials and equipment--
furnishedbyCONTRACTOR ......._,_„__...............
6.3
not incorporated in Work_........._
14.2
Materials or equipment --equivalent..,,,.__..........
.6.7
Mediation (Optional).... ..... ...............................16.7
Milestones --definition of......-- ..............
1.24
Miscellaneous --
Computation of Times ..._._......._................
......17.2
Cumulative Remedies.... _.................... _..........
17.4
Giving Notice...... _........ ..... _..........
_. 17.1
Notice of Claim .........._...................................17.3
Professional Fees and Court Costs Included
175
Multi -prime contracts_ ............._ ...........
7
Not Shown or Indicated,.. ................. .
43.2
Notice of --
Acceptability of Project..... _..... ..................
_....14 13
Award, definition of __ ......................__._......._
1.25
Claim .....___.....
Defects,13.1
Differing Subsurface or Physical Conditions,,,__
4.2.3
Giving ___.._.
171
Tests and Inspections...,.,
133
Variation, Shop Drawing and Sample_,_,,._.., _6,27
Notice to Proceed --
definition of .........._,126
giving of., . .. ...._........................ 2.3 ..............
F.]CDC GENERAL CONDITIONS 1910-8 (1990 EDITION)
w/ CI Y OF FORT COLLINS MODIFICATIONS IRE V 9/991
Notification to Surety ............ _.1... ,_
.... ,....... ._.___..10.5
Observations, by ENGINEER ............
..............6.30, 9.2
Occupancy of the Work.
6.30.2.4, 14.10
Omissions or acts by CONTRACTOR,
....... ...... 6.9,9.13
Open Peril policy form, Insurance ........................5.6.2
Option to Replace.......... _... _...............
_................ 5.14
Article or Paragraph
Number
"Or Equal" Items ........... ........... .._... .................
....... 6.7
Other work 7
Overtime Work --prohibition of ........ I ......... ................
6.3
OWNER --
Acceptance of defective Work.._ ....... _.,,,,.__.......
1.113
appoint an ENGINEER. _....... _.........................
8.2
as fiduciary ..... ............ ..............................5.12-5.13
Availability of Lands, responsibility ..... ................
.1
definition of ._.......,__.......
.............................
1.27
data, furnish ...................... ...... ..........................
8.3
May Correct Defective Work ...... ..... . .. ........
....13.14
May refuse to make payinent......................
14.7
May Stop the Work. ......
13.10
May Suspend Work,
Terminate ,.,,,.,...._._._...... __.8.8, 13.10,
15.1-154
Payment, make prompt..._.__.....__„_83, 14.4,
14.13
performance of other work... _
7.1
permits and licenses, requirements _.___„_,.....,.6.13
purchased insurance requirements _... ,...
5.6-5.10
OWNER's--
Acceptance of the Work ..._... ,..,.............
_ 6.302.5
Change Orders, obligation to execute........
8.6, 10.4
Communications . ............8.1
Coordination of the Work..,,,_..........._._........_..
T4
Disputes, request for decision,,,,,
.., .9.11
Inspections, tests and approvals...................8.7,
13A
Liability Insurance...,,,_......
-
Notice of Defects.__ .. ....... ... ........... _..,.___....,.,13.1
Representative --During Construction,
ENGINEER's Status ......................................
9.1
Responsibilities --
Asbestos, PCBs, Petroleum, Hazardous
Waste or Radioactive Material .................
8.10
Change Orders ...... _..................._..........__,
8.6
Changes in the Work,....,,
........_10.1
communications...
CONTRACTOR'sresponsibilities,,, ......,.,
8.9
evidence of financial arrangements..............R.11
inspections, tests and approvals ...............
8.7
insurance
g.5
lands and easements, ........... _ ._......
8.4
prompt payment by, . ... _.... __....__..83
replacement of ENGINEER... _
82
reports and tests ......... ........_............_.........,.8.4
stop or suspend Work _ ..,..., 8.8, 13.10,
15 1
terminate CONTRACTOR's
services ...... .... ........ ...._._......... _.._
8.8, 15.2
separate representative at site
............................
9.3
testing, independent..........
use or occupancy
of the Work.................
written consent or approval
required
.......................
13.4
5.15, 6.30.2.4, 14.10
9.1, 6.3, 11.4
%i EJCDC GENERA[. CONDITTONS 1910-8(1990 EDITION)
w) 0TY OF FORr COLLINS MODIFICATIONS (REV 9/99)
Article or Paragraph
Num ber
written notice required .........................7.1,
9.4, 9,11,
..................................11.2, I1.9, 14.7, 15.4
PCBs --
definition of . ..... _.....
1.29
general.... ....................................
...................4.5
OWNER's responsibility for .......... ....................8.10
Partial Utilization --
definition of
..._._..._.,_1.28
general6.30.2.4, 14.10
Property Insurance......._ ...... .... ..._
_................5.15
Patent Fees and Royalties, ....... ........ ........
....6.12
Payment Bonds ..............
5.1-5.2
Payments, Recommendation of ............
14.13
Payments to CONTRACTOR and Completion
--
Application for ProgressPayments ......................14.2
CONTRACTOR's Warranty of Title ............
......14.3
Final Application for Payment ..........................14.12
Final Inspection..............................................14A
I
Final Payment and Acceptance ...............
14.13-14.14
general. ................. .......... ..... _.._..._...........
,8.3, 14
Partial Utilization ..... ,... ,... ._.............
.
........... . .14.10
Retainage.,_..........
.,_...14.2
Review of Applications for
Progress Payments .. ............... ............14.4-14.7
prompt payment ........................ ...............
.........8.3
Schedule of Values, ......... __ ..........._..._........._14.1
Substantial Completion.__.......,,,_,. .........
Waiver of Claims, _..........
....14.15
when payments due.._.. _..
.. 14.4, 14 13
withholding payment--..... ......... ...
....... ..... 14.7
Performance Bonds._...._....................................5.1-5.2
Permits _...... _
...............................................
...,6.13
Petroleum
definitionof............................._............_....._1.30
general..............................................................
4.5
OWNER's responsibility for._._ ... ..__,._.......,,.,.$.10
Physical Conditions --
Drawings of, in or relating to. ... ........... .....,_.
4.2.12
ENGINEER's review..........
existing structures _
......... ..........
4,2.2
general 42.1
....... .........
Notice of Differing Subsurface or ........... __
......... 42.3
Possible Contract Documents Change................4.2.5
Possible Price and Times Adjustments ........4.2.6
Reports and Drawings...... _. .......... _ _
_-.. _. _4.2.1
Subsurface and,._ ....... _....................42
Subsurface Conditions......._._..........._....-.._.4.2.1.1
Technical Data, Limited Reliance by
CONTRACTOR Authorized..._.... _. _.
,... 4.2.2
Underground Facilities—
general...... ............. ._.... .... ............_.........4.3
Not Shown or Indicaed._._...... ....._._....._14.3.2
Protection of _..,.,.4-3,
6,20
xii
Article or Paragraph
Number
Shown or Indicated ...............................................
4.3.1
Technical Data ..............................................
4.2.2
PreconstructionConference.., .........
2.8
Preliminary Matters _,...
_.......2
Preliminary Schedules . . .... ...... . .................................
2.6
Premises, Use of ... _........ _..............................6,16-6.18
Price, Change of Contract .............................
„ I1
Price, Contract --definition of..
1.11
Progress Payment, Applications for....... _,
Progress Payment--retainage.._
_-_,.14.2
Progress schedule, CONTRACTOR'S.._....
. 2.6, 2.8, 2.9,
_.... 6.6, 6.29,
10.4, 15.2.1
Project --definition of _ ..._ ...............................
_.......1.31
Project Representative—
ENGINEER's Status During Constructioq.
_...... _..,9.3
Project Representative, Resident --definition of. ... 1.33
prompt payment by OWNER .... ................
................. 8.3
Property Insurance --
Additional .................. ............
_.....5.7
general5.6-5.10
Partial Utilization ..,.,_.........._,._......__5.15,
14.1R2
receipt and application of proceeds ... ..........
5.12-5.13
Protection, Safety and. .... ... ___,...
6.20-6.21, 13.2
Punch list ...........
_....,_14.11
Radioactive Material—
defintion of.,....
1.32
general4.5
OWNER's responsibility for ..... ..........
8.10
Recommendation of Payment. ................ 14 4, 14.5, 14.13
Record Documents ............... ......................
..6.19, 14.12
Records, procedures for maintaining ...........
....... ,..... 2.8
Reference Points.......................................................4.4
Reference to Standards and Specifications
of Technical Societies ........................
3.3
Regulations, Laws and(or)......................................6.14
Rejecting Defective Work . ......
Related Work--
atSite.........................._.....................TI-7.3
Performed prior to Shop Drawings
and Samples submittals review, ....
..... .......... 6,28
Remedies, cumulative_......................_...17.4,
17.5
Removal or Correction ofDefective Work _
... __ .13.11
rental agreements, OWNER approval required
..... 11.4.5.3
replacement of ENGINEER, by O WNF,R.........
...... . . 82
Reporting and Resolving
Discrepancies...... 2-5,
3.32, 6-14.2
Reports --
and Drawings ..... ........... ._._..........._..........__
42.1
and Tests, OWNER's responsibility,.....
_ _ _ _, _„_ _ _ _ 84
Resident and Project Representative --
definition of, _......... ..__._........__........_..._._..
1.33
provision for _ ....._....... 9.3
EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION)
W/ CITY OF FORT COLLINS MODIFICATIONS IREV 9/991
Article or Paragraph
Number
Resident Superintendent, CONTRACTOR's................6.2
Responsibilities—
CONTRACTOR's-in general., ...... ........ 6
ENGINEER's-in general.....__,,,,
........_....._.....5
Limitations on.............................................9
13
OWNER's-in general,
Retainage.......................... ........ .._.............
......... 1.4.2
Reuse of Documents ...............
3.7
Review by CONTRACTOR: Shop Drawings
and Samples Prior to Submittal ........................6.25
Review of Applications for
Progress Payments......................_.............14.4-14.7
Right to an adjustment... ,__.,..___.,_...__.___..,.._
..... ,10,2
Rights of Way.........................................................4.1
Royalties, Patent Fees and ......................................6.12
Safe Structural Loading ..............................._..
6.18
Safety --
and Protection... ....................... ,..4.3.2,
6.16, 6.18,
_._........ ........ .__.......,,6.20-6.21,
7.2, 13.2
general ............ _....... _...... _..... _..............
6.20-623
Representative, CONTRACTOR'S
Samples--
definitionot__ ,_ __,,.
1.34
general ................. ............. ......................
6.24-6.28
Review by CONTRACTOR ..........
..................6.25
Review by ENGINEER.. _.......... _ ...
_ _.. _.....6.26, 6.27
related Work ............................. .............
. _ 628
submittal of........................._............._......._6.24.2
submittal procedures ... ........... .
6.25
Schedule of progress_ ........... .....
2.6, 2.8-2.9, 6.6,
_... _.1 _629,
10.4, 15.2.1
Schedule of Shop Drawing and Sample
Submittals........................_,...2.6,
2.8-2.9, 6.24-6.28
Schedule of Values ........ .............._.......2.6,
2.8-2.9, 14.1
Schedules --
Adherence to. ....... .... ...
. .... 15.11
Adjusting, ....... ......... .... ........ ....... ......................6.6
Change of Contract Times,
Initially Acceptable ........ ._
2.8, 2.9
Preliminary. _ ......
... _., ... 2.6
Scope of Changes ... ......... ........ ......
.......... 10.3-10A
Subsurface Conditions___...,,,.,_ _, ,...____..,.._..4.2.1.1
Shop Drawings --
and Samples, general___..._......__....._..._624-6.28
Change Orders & Applications for
Payments, and ..... _......... ............._._._._,.9.7-09
definition of ..,, ..
_ 1.35
F.NGINEER's approval of
ENGINEER's responsibility
for review..........__ .......................
°.7, 6.24-6.28
related Work......_..........._.........._......_......_628
review procedures .............. _.,...2.
8, 6.24-6. 28
Yla
Article or Paragraph
Num ber
submittal required...... _.............. ........... ............
6.24.1
Submittal Procedures ....... .. ..... .. .. ... _ _.......
_ _..6.25
use to approve substitutions ..._._,...... ......
...... 6.7.3
Shown or Indicated,,,,,_...._ _..
_ 4.3.1
Site Access............._..............._....._........._._.7.2,
132
Site Cleanliness......................................................6.17
Site, Visits to —
by ENGINEER...........................................9.2,
13.2
by others ................__ ___..._.-...__.._ .......
...,13.2
"special causes of loss" policy form,
insurance......................... _...... _.....
5.6.2
_............
definition of ................................
1.36
Specifications—
de6nation of .... .............. ........__._......_.....,_...1,36
of Technical Societies, reference to.....___.........3.3.1
precedence,. . ................. .........
......3.3.3
Standards and Specifications
of Technical Societies ..................__.,._.....__.,..._,,,
3.3
Starting Construction, Before ............. ......
Starting the Work .............. ..
.................................
_._. �.4
Stop or Suspend Work --
by CONTRACTOR ...... ....... _
_._...15.5
by OWNER.__._..__. ..._......__. 8.8, 13.10,
15.1
Storage of materials and equipment ...... _.__4.1,72
Structural Loading, Safety ...... __........ _ ................
...6.18
Subcontractor —
Concerning. ........................ _....................0.8-6.11
definition of ............................ .....................
....1.37
delays........... ................. .............. _._..._.._._.12.3
waiver of rights_ .. ..............
_ 6.11
Subcontractors --in general..,..__,.___.........
6.8-6.11
Subcontracts --required provisions. ,._...... 5.11, 6.11,
11.4.3
Submittals --
Applications for Payment ...................._...........
14.2
Maintenance and Operation Manuals.............14.12
Procedures......_ .............._..._ ...
...,6.25
Progress Schedules .................... ................2.6,
29
Samples-, ............. ._........ ... ....
.6,24-6.28
Schedule of Values ..... ...........__,_. ___
, 2.6, 14.1
Schedule of Shop Drawings and Samples
Submissions._ ...............__ ....... ......... 2.6,
2.8-2.9
Shop Drawings. _ ..................................
6.24-6.28
Substantial Completion --
certification of..___,.......__.___, ... .6.302.3,
14.8-14.9
definition of.....,___...,.....
1.39
Substitute Construction Methods or Procedures
6 T2
Substitutes and "Or Equal" Items ....
6.7
CONTRACTOR'sExpense .... ,
RNGINEER'sEvaluation... __
"Or -Equal'......._... ........
_6.7.I.1
Substitute Construction Methods
EICDC GENERAL CONDITIONS 1910,8 (1990 EDITION)
w! CFIY OF PORT COLLINS MODIFICA11ONS (REV 9199)
Article or Paragraph
Number
or Procedures ..............................................
6.72
Substitute Items .............................................
6.7.1.2
Subsurface and Physical Conditions --
Drawings of, in or relathg to... . ......... _
........ 4.2.1.2
ENGINEER's Review .......................................
4.2.4
general _ _......... _
4.2
Limited Reliance by CONTRACTOR
Authorized
4.2.2
Notice of Differing Subsurface or
Physical Conditions..__...._.,......._,,,,..___„.._.4.2.3
Physical Conditions..._,,,_....,.__........_..-....._.4.2.1.2
Possible Contract Documents Change. ..............
. 425
Possible Price andTimes Adjustments
_,...,,.4.2.6
Reports and Drawings... _................... _
....... _...4.2.1
Subsurface and ................................................
_.4.2
Subsurface Conditions at the Site...................4.2.Ll
Technical Data,.. ......... _ ................
_.. 422
Supervision_
COiNTRACTOR's responsibility.......,,. _.......
....... 6A
OWNER shall not supervise....................._.,._.___8.9
ENGINEER shall not supervise_....
..9.2, 9.132
Superintendence, .,,.. „......
_ ......6.2
Superintendent, CONTRACTOR's resident
_., 6.2
Supplemental costs .................. _ ....................
_.... 11 A.5
Supplementary Conditions --
definition of...... .............. ...._...-. .............
. .....1.39
principal references to................11.10, 1,18,
2.2, 2.7,
............_......4.2, 4.3, 5.1, 5.3,
5.4, 5.6-59,
_..,... 5.11, 6.8, 6.13, 7.4, 8.11,
9.3, 9.10
Supplementing Contract Documents, -..........
..........3.6
Supplier --
definition of......_.............................................1.40
principal references to .._,.... ,... 17, 6.5, 6.8-6,11.6.20,
_......_...024, 913, 14A2
Waiver of Rights, ........ ...... ................................6.11
Surety --
consent to final payment... ........ ..,_..... .._
14.12, 14A4
ENGINE ER has no duty to
__.„_,...9,13
Notification of ,...,..._................ .....10.1,
105, 15.2
qualification ot:,._.................._.............._._5.1-5.3
Survival of Obligations ...........................................
6.34
Suspend Work, Oft'NERMay ._........__....,_13.10,
15.1
Suspension of Work and Termination-
15
CONTRACTOR May Stop Work
or Terminate
OWNER May Suspend Work..__ ..... .
.... ..._15.1
OWNER lblay Terminate
15 2-15A
Taxes--PaymentbyCONTRACTOR.......
__,.. 615
Technical Data --
Limited Reliance by CONTRACTOR...,
.,_.4.22
Possible Price and'fimesAdjustments
42.6
Reports of Differing Subsurface and
Physical Conditions __...,.,____
......................
xiv
42.3
Temporary construction facilities.... _. _.. _.. _, __... _„_,.... 4A
Article or Paragraph
Num ber
Termination_
by CONTRACTOR .....................................
_..15.5
by OWNER ...................... _...........
..... 8.8, 15.1-15.4
of ENGINEER's employment ..............................
8.1_
Suspension of Work-in general .............................15
Terms and Adjectives „_....__„_,,...._,,,....._.,_..__„.
_,.3.4
Tests and Inspections--
Access to the Work, by others..„_
..... ........ ...13.2
CONTRACTOR's responsibilities
...... ......._..... ,.13.5
cost of 13.4
covering Work prior to ...............
.............. 13.6-13.7
Laws and Regulations (or) ...............
................ 13.5
Notice of Defects ,,........, _..,.___.
.,_ 13A
OWNER May Stop Work.................................13
10
OWNER's independent testing ..........................13.4
special, required by ENGINEER ..............
.........-9.6
timely notice required .......................................
13A
Uncovering the Work, at ENGIIVEER's
request........... _..............................
...13.8.13.9
Times --
Adjusting......_ ........ .....
6.6
Change of Contract_,_._...._
_ 1,
Computation of
Contract Times --definition of,,..__...,,.„
..............1.12
day ...
1222
Milestones.............._...............................
_ .........1..
Requirements --
appeals ....................................__
.... 9.10, 16
clarifications,
claims and disputes ... ,.........
__9.11, 112, 12
Commencement of Contract Times.,
2.3
Preconstruction Conference .............................
2.8
schedules......_ ........................._
._.2.6, 19, 6.6
Starting the Work..., .....
2,4
Title, Warranty of.,...,,._........_......._....._...._...._...14.3
Uncovering Work .... .......... .................
._....... ._13.8-13.9
Underground Facilities, Physical Conditions --
definition of....._...............__.......__............_.1.41
Not Shown or Indicated ...................................4.32
protection of.__......_........._..............._.....4.3,
620
Shown or Indicated........ _....... _..........
_...........4.3A
Unit Price Work --
claims __......_ ........_...___.._..
1,1,9.3
definition of .... ............. ........._
...._,1.42
generall1.9, 14.1, 14.5
Unit Prices--
general11.3.1
Determination for...........__..........
Use of Premises ... _...................._
6.16, 6.18, 630.2.4
Utility owners ..... ,_...... ,._,,..., _ 6.13,
620, 7.1-7.3, 13.2
Utilization, Partial . .............1.28, 5.15-
630.2.4, 1410
Value of the Work ...................................
_ _._,..... 11.3
Values, Schedule of...., _
?_6. 2.8-29, 14.1
EJCDC GENERAL CONDITIONS
1910-8 (1990 EDITION)
W CITY" OF FORT COLLINS MODIFICAIIONS IRE V 9/99;
6055 Harmony and Ziegler Road Improvements
Front Range Village Development
Addendum #1 Revised Bid Schedule
Prepared by: The City of Fort Collins • Engineering - Street Oversizing Program
Dated: 6/15/2007
Item #
Item Deaeri Uon
Quantaty
Unit
Unit Cost
Total Cost
210.08
Remove and Relocate Fence
820
LF
210-09
Remove PVC Fence Intact and Deliver to Owner
200
LF
210-10
Remove and Reset Mailbox
6
EA
304-01
jAgg Base Course -(Class 5 or 6 - 4" De th -CIP
1675t
TON
304-02
Base Course - Class 5 or 6 - 10" De th - CIP
17965
TON
304-03
Gravel Shoulder - Class 5 or 6 Aggreegate base 6" Depth)
275
TON
304-04
Road Base for Dnvews Tie-ins
120
TON
306-01
Reconditioning 8"
31400
SY
306-02
Sidewalk Preparation
3297
SY
307-01
Fly -Ash - 12" Depth - 12%
8860
SY
403-01
Hot Bituminous Pavement - Grading S -100 - 2" Depth) -(PG 64-28
2033
TON
40342
Hot Bituminous Pavement - Grading S - 100 - 2.5" Depth) -(PG 64.22
2467
TON
403-03
Hot Bituminous Pavement - Grading SG - 100 - 4" Depth) -(PG 58-28
5440
TON
403-04
jAsphalt Leveling Course %Gradin S - 100 -(PG 64-28
23051
TON
403-05
Asphalt Hand Patching - Grading S - 100 - 3" - G 64.28
463
TON
401,06
As halt Hand Patchin - Gradin SG - 100- 7" De ih - PG 58.28
%
1055
TON
403-07
est oun amwny tour avemg - 20 ' x 6 on 5 -
28
720
TON
412-01
Concrete Pavement - 10"
8426
SY
412-02 -
Enhanced Concrete Crosswalk -10"- Tile Red w/ Stamped Border
547
SY
506-01
D-50 Buried Ri -Ra , 6' To soil CIP Per Detail
4
EA
601-01
Concrete Retaining Wall with Footer and 6' Attached Block Wall
150
LF
601-02
Concrete Wall Extension with Guardrail
1
LS
603-01
18" RCP Class III
1128
LF
603-02
24" RCP Class III
141
LF
603-03
19"x30"HERCP Class III
236
LF
603-04
34"x53" HERCP Class III
323
LF
603-05
8" HDPE Pie
10
LF
603-06
18" RCP Class III FES
8
EA
603-07
19"x30" HERCP Class III FES
1
EA
603-08
Concrete Encasement
120
LF
603-09
16" RCP thin Retaining Wall
1
EA
603-10
Tie 34"x53" HERCP to Existing Concrete Irrigation Ditch - CIP
2
EA
603-11
Tie to Existing MH
3
EA
603-12
4" Median UndeNrein Pie Perforated
3640
LF
603-13
4" Median Underdmin Pia Solid
910
LF
603-14
4" Median Underdrain Clean Out
24
EA
603-15
4' Median U NS-ortn Sewar Tie-in (Core Drill and Conned- with Non
shrink Grout
5
EA
604-01
5'Type R Inlet
3
EA
604-02
10'Type R Inlet
1
FA
Variations in Work --Minor
Authorized., ........ ....... .............
. .....6.25, 6.27, 9.5
Article or Paragraph
Num her
Visits to Site --by ENGINEER. ,..,,_,..._...........
_,.,,._..... 9.2
Waiver of Claims --on Final Payment ..................
.._14.15
Waiver of Rights by insured parties ..............
_.5.11, 6.11
Warranty and Guarantee, General --by
CONTRACTOR .................................
_...........,6.30
Warranty of Title, CONTRACTORs..........
..... _ _.... _14.3
Work--
Accessto._....._...._.___......._
. ......................
..13.2
byothers,- ... - .................... ........
...... ............. 7
Changes in the ...... ....... ......................._..............
10
Continuing the ........ ................ ........................
629
CONTRACTOR May Stop Work
or Terminate__......_._......_.......-..._..._......15.5
Coordination of....__..,__......_..__,,,.
.................... 7.4
Cost of the ............................ _.-..........
_.....11.4-11.5
definition of
neglected by CONTRACTOR,.._ ......
...
other Work
....7
OWNER May Stop Work ...............
_...............13.10
OWNER May Suspend Work ..... ..
......... . 13.10, 15.1
Related, Work at Site........ _.
_-......7.1-7.3
Starting the,..
2A
Stopping by CONTRACTOR._......
Stopping by OWNER .......... ._......
..............15.1-15 4
Variation and deviation authorized, minor........... 3.6
Work Change Directive --
claims pursuant to ......... ................
.._............._.102
definition of..............................._..........._....._.1.44
principal references to .......... ....... ,..,.3.5.3,
10.1-10.2
Written Amendment --
definition of.......... _.. _ ...............
. ...............
. ......1, 45
principal references to..............1.10,
3.5, 5.10,15.12,
_....................6.6.2, 6.8.2,
6.19, 10.1, 10.4,
............................ 11 2, 12.1, 11112, 14. 2 2
Written Clarifications and
Interpretations.._._.,,,.._...__
3.63, 9.4, 9.11
Written Notice Required--
byCONTRACTOR.._...... .._.....
.7.1, 9,10-9.11,
_ ........ _ .............
10.4, 11.2, 12.1
by OWNER,..... .............. .10-911,
10.4. 112, 13 14
xv EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITT ON)
w/ CJTY OF FORT COLLINS MODIFICA'R ONS tRFV 9i991
(W6 A9N) SNOu.5OIAMOIN SNI11OO INOH Ao --U1J /A'
(NOIl1(19 0661) 8-0161 SNOIIIW[OD IVUHKM JQJfN
(Xileuoyuolui xuelq Sal ailed SrgZ)
ux
GENERAL CONDITIONS
ARTICLE 1--I)EFINITION5
Wherever used in these General Conditions or in the other
Contract Documents the following terms have the
meanings indicated which are applicable to both the
singular and plural thereof.
I.I. Addenda --Written or graphic instruments issued
prior to the opening of Bids which clarify, correct or
change the Bidding Requirements or the Contract
Documents.
1.2. Agreement —The written contract between OWNER
and CONTRACTOR covering the Work to be performed;
other Contract Documents are attached to the Agreement
and made a part thereof as provided therein.
1.3. 4pplicatiion for Payment --The form accepted by
ENGINEER which is to be used by CONTRACTOR in
requesting progress or final payments and which is to be
accompanied by such supporting documentation as is
required by the Contract Documents.
1.4. Asbestos --Any material that contains more than one
percent asbestos and is friable or is releasing asbestos fibers
into the air above current action levels established by the
United States Occupational Safety and Health
Administration.
1.5. Bid —The offer or proposal of the bidder submitted
on the prescribed form setting forth the prices for the Work
to be performed.
1.6. Bidding Documents --The advertisement or
invitation to Bid, instructions to bidders, the Bid form, and
the proposed Contract Documents (including all Addenda
issued prior to receipt of Bids).
1.7. Bidding Requirements --The advertisement or
invitation to Bid, instructions to bidders, and the Bid form.
L& Bonds -Performance and Payment bonds and other
instruments of security.
19. Change Order --A document recommended by
ENGINEER, which is signed by CONTRACTOR and
OWNER and authorizes an addition, deletion or revision in
the Work, or an adjustment in the Contract Price or the
Contract Times, issued on or after the Effective Date of the
Agreement.
1.10, Contract Documents —The Agreement, Addenda
(which pertain to the Contract Documents),
CONTRACTOR's Bid (including documentation
accompanying the Bid and any post Bid documentation
submitted prior to the Notice of Award) when attached as
an exhibit to the Agreement, the Notice to Proceed, the
Bonds; these General Conditions, the Supplementary
Conditions, the Specifications and the Drawings as the
ETCDC GF,NERAL CONDITIONS 1910-8 (1990 E(fition)
w/ C1TY OF FORT COLLINS MODIFICATIONS (REV 4/2000)
same are more specifically identified in the Agreement,
together with all Written Amendments, Change Orders,
Work Change Directives, Field Orders and ENGINEER's
written interpretations and clarifications issued pursuant to
paragraphs 3.5, 3.6.1 and 3.6.3 on or after the Effective
Date of the Agreement. Shop Drawing submittals
approved pursuant to paragraphs 6.26 and 6.27 and the
reports and drawings referred to in paragraphs 4.2.1 and
4.2.2 are not Contract Documents.
1.11, Contract Price --The moneys payable by
OWNER to CONTRACTOR for completion of the Work
in accordance with the Contract Documents as stated in
the Agreement (subject to the provisions of
paragraph 11.9.1 in the case of Unit Price Work).
1.12, Contract Times —The numbers of days or the
dates stated in the Agreement (t) to achieve Substantial
Completion, and (ii) to complete the Work so that it is
ready for final payment as evidenced by ENGINEER's
written recommendation of final payment in accordance
with paragraph 14.13.
1.13. CONTRACTOR --The person, Finn or corporation
with whom OWNER has entered into the Agreement.
1.14. defective —An adjective which when modifying
the word Work refers to Work that is unsatisfactory, faulty
or deficient in that it does not conform to the Contract
Documents, or does not meet the requirements of any
inspection, reference standard, test or approval referred to
in the Contract Documents, or has been damaged prior to
ENGINEER's recommendation of final payment (unless
responsibility for the protection thereof has been assumed
by OWNER at Substantial Completion in accordance with
paragraph 14, S or 14.10).
1.15. Drawings --The drawings which show the scope,
extent and character of the Work to be furnished and
performed by CONTRACTOR and which have been
prepared or approved by ENGINEER and are referred to
in the Contract Documents. Shop drawings are not
Drawings as so defined.
1.16. Effectve Date of the Agreement --The date
indicated in the Agreement on which it becomes effective,
but if no such date is indicated it means the date on which
the Agreement is signed and delivered by the last of the
two parties to sign and deliver.
1.17 ENGINEER --The person, firm or corporation
named as such in the Agreement
L I S. ENGINEER's Consultant --A person, firm or
corporation having a contract with ENGINEER to furnish
services as ENGINEER's independent professional
associate or consultant with respect to the Project and who
is identified as such in the Supplementary Conditions
1-19. Field Order —A written order issued by
ENGINEER which orders minor changes in the Work in
accordance with paragraph 9.5 but which does not involve
a change in the Contract Price or the Contract Times.
1.20. General Requirements —Sections of Division 1 of
the Specifications.
L21. Hazardous Waste —The tern Hazardous Waste shall
have the meaning provided in Section 1004 of the Solid
Waste Disposal Act (42 USC Section 6903) as amended
from time to time.
1.22.a. Laws and Regulations; Laws or Regulations --Any
and all applicable laws, rules, regulations, ordinances,
codes and orders of any and all governmental bodies,
agencies, authorities and courts having jurisdiction.
1.22.b. Legal Holidays --shall be those holidays observed
by the City of Fort Collins.
1.23. Liens --Liens, charges, security interests or
encumbrances upon real property or personal property.
124. Milestone --A principal event specified in the
Contract Documents relating to an intermediate completion
date or time prior to Substantial Completion of all the
Work.
125. Notice ofAward—A written notice by OWNER to
the apparent successful bidder stating that upon compliance
by the apparent successful bidder with the conditions
precedent enumerated therein, within the time specified,
OWNER will sign and deliver the Agreement.
1.26. Notice to Proceed --A written notice given by
OWNER to CONTRACTOR (with a copy to ENGINEER)
fixing the date on which the Contract Times will
commence to run and on which CONTRACTOR shall start
to perform CONTRACTOR'S obligations under the
Contract Documents.
1.27_ OWNER --The public body or authority,
corporation, association, firm or person with whom
CONTRACTOR has entered into the Agreement and for
whom the Work is to be provided.
1.28. Partial Utilization --Use by OWNER of a
substantially completed part of the Work for the purpose
for which it is intended (or a related purpose) prior to
Substantial Completion of all the Work.
129. PCBs —Polychlorinated biphenyls.
1,30. Penoleumn-Petroleum, including crude oil or any
fraction thereof which is liquid at standard conditions of
temperature and pressure (60 degrees Fahrenheit and
14.7 pounds per square inch absolute), such as oil,
petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene
and oil mixed with other non -Hazardous Wastes and crude
oils
1.31. Project —The total construction of which the Work
to be provided under the Contract Documents may be the
whole, or a part as indicated elsewhere in the Contract
Documents.
1.32 a. Radioactive A9aterial-Source, special nuclear, or
byproduct material as defined by the Atomic Energy Act of
EJCDC GENERAL CONDM ONs I910-8 (1990 Edltiain
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4,2000)
1954 (42 USC Section 2011 et seq.) as amended from
time to time.
1.32.b. Regular Working Hours --Regular working hours
are defined as 7:00am to 6:00om unless otherwise
specified in the General Requirements.
1.33. Resident Project Representatme--The authorized
representative of ENGINEER who may be assigned to the
site or any part thereof
1.34. Samples —Physical examples of materials,
equipment, or workmanship that are representative of
some portion of the Work and which establish the
standards by which such portion of the Work will be
judged.
1.35, Shop Drawings --All drawings, diagrams,
illustrations, schedules and other data or information
which are specifically prepared or assembled by or for
CONTRACTOR and submitted by CONTRACTOR to
illustrate some portion of the Work.
1.36, Specifications —Those portions of the Contract
Documents consisting of written technical descriptions of
materials, equipment, construction systems, standards and
workmanship as applied to the Work and certain
administrative details applicable thereto.
1.37. Subcontractor --An individual, firm or corporation
having a direct contract with CONTRACTOR or with any
other Subcontractor for the performance of a part of the
Work at the site.
138. Substantial Completion --The Work (or a
specified part thereof) has progressed to the point where,
in the opinion of ENGINEER as evidenced by
ENGINEER's definitive certificate of Substantial
Completion, it is sufficiently complete, in accordance with
the Contract Documents, so that the Work (or specified
part) can be utilized for the purposes for which it is
intended, or if no such certificate is issued, when the
Work is complete and ready for final payment as
evidenced by ENGINEER's written recommendation of
final payment in accordance with paragraph 14.13. The
terns "substantially complete" and "substantially
completed" as applied to all or part of the Work refer to
Substantial Completion thereof.
L39. Supplementary Conditions -The part of the
Contract Documents which amends or supplements these
General Conditions.
1,40, Supplier —A manufacturer, fabricator, supplier,
distributor, materialman or vendor having a direct contract
with CONTRACTOR or with any Subcontractor to
furnish materials or equipment to be incorporated in the
Work by CONTRACTOR or any Subcontractor.
1-41. Underground Facilities —All pipelines, conduits,
ducts, cables, wires, manholes, vaults, tanks, tunnels or
other such facilities or attachments, and any encasements
containing such facilities which have been installed
underground to furnish any of the following services or
materials: electricity, gases, steam, liquid petroleum
products, telephone or other communications, cable
television, sewage and drainage removal, traffic or other
control systems or water.
1.42. Unit Price Work —Work to be paid for on the basis
of unit prices.
1,43. Work --The entire completed construction or the
various separately identifiable parts thereof required to be
furnished under the Contract Documents. Work includes
and is the result of performing or furnishing labor and
furnishing and incorporating materials and equipment into
the construction, and performing or furnishing services and
furnishing documents, all as required by the Contract
Documents-
1.44. Work Change Directive —A written directive to
CONTRACTOR, issued on or after the Effective Date of
the Agreement and signed by OWNER and recommended
by ENGINEER, ordering. an addition, deletion or revision
in the Work, or responding to differing or unforeseen
physical conditions under which the Work is to be
performed as provided in paragraph4.2 or 4.3 or to
emergencies under paragraph6.23. A Work Change
Directive will not change the Contract Price or the Contract
Times, but is evidence that the parties expect that the
change directed or documented by a Work Change
Directive will be incorporated in a subsequently issued
Change Order following negotiations by the parties as to its
effect, if any, on the Contract Price or Contract Times as
provided in paragraph 10.2.
1.45 Written Amendment -A written amendment of the
Contract Documents, signed by OWNER and
CONTRACTOR on or after the Effective Date of the
Agreement and normally dealing with the nonengineering
or nontechnical rather than strictly construction -related
aspects of the Contract Documents.
ARTICLE 2—PRELIMINARY MATTERS
Delivery of Bonds:
2.1. When CONTRACTOR delivers the executed
Agreements to OWNER, CONTRACTOR shall also
deliver to OWNER such Bonds as CONTRACTOR may
be required to furnish in accordance with paragraph 5.1.
Copies of Documents:
2.2 OWNER shall furn sh to CONTRACTOR up t ten
copies (unless otherwise specified in the Supplementary
Conditions) of the Contract Documents as are reasonably
necessary for the execution of the Work. Additional copies
will be furished, upon request, at the cost of reproduction.
Commencement of Contract Times; Notice to Proceed
2.3. The Contract Tunes will commence to run on the
thirtieth clay after the Effective Date of the Agreement, or,
EJCDC GENERAL CONDITIONS 1910-8 (1990 E(litim)
w/ ( ITY OF FORT COLLINS MODIFICATIONS (REV 4/4000
if a Notice to Proceed is given, on the day indicated in the
Notice to Proceed. A Notice to Proceed may be given at
any time within thirty days after the Effective Date of the
Agreement. in no event will the r- Times
Starting the Work:
2A. CONTRACTOR shall start to perform the Work
on the date when the Contract Times commence to nun,
but no Work shall be done at the site prior to the date on
which the Contract Times commence to run.
Before Starting Construction:
2.5. Before undertaking each part of the Work,
CONTRACTOR shall carefully study and compare the
Contract Documents and check and verify pertinent
figures shown thereon and all applicable field
measurements. CONTRACTOR shall promptly report in
writing to ENGINEER any conflict, error, ambiguity or
discrepancy which CONTRACTOR may discover and
shall obtain a written interpretation or clarification from
ENGINEER before proceeding with any Work affected
thereby, however, CONTRACTOR shall not be liable to
OWNER or ENGINEER for failure to report any conflict,
error, ambiguity or discrepancy in the Contract
Documents, unless CONTRACTOR knew or reasonably
should have known thereof.
2.6. Within ten days after the Effective Date of the
Agreement (unless otherwise specified in the General
Requirements), CONTRACTOR shall submit to
ENGINEER for review:
2.6.1. a preliminary progress schedule indicating
the times (numbers of days or dates) for starting and
completing the various stages of the Work, including
any Milestones specified in the Contract Docmments;
2.6.2. a preliminary schedule of Shop Drawing and
Sample submittals which will list each required
submittal and the times for submitting, reviewing and
processing such submittal;
262.1. In no case will a schedule be
acceptable which allows less than 21 calendar
days for each review by Engineer.
2.63. A preliminary schedule of values for all of
the Work which will include quantities and prices of
items aggregating the Contract Price and will
subdivide the Work into component parts in sufficient
detail to serve as the basis for progress payments
during construction. Such prices will include an
appropriate amount of overhead and profit applicable
to each item of Work.
2-7. Before any Work at the site is started,
CONTRACTOR annd03Aq, a shall eeeh deliver to the
ether OWNER, with copies to
ENGINEER-
certificates of insurance (and other evidence of insurance
re3asonably--request requested by OWNER) which
CONTRACTOR and (4Vg �*rco Fesppoe4ye" is required
to purchase and maintain in accordance with
paragraphs 5.47.
Preconstruetion Conference.•
2.8- Within twenty days after the Contract Times start to
run, but before any Work at the site is started, a conference
attended by CONTRACTOR, ENGINEER and others as
appropriate will be held to establish a working
understanding among the parties as to the Work and to
discuss the schedules referred to in paragraph 2.6,
procedures for handling Shop Drawings and other
submittals processing Applications for Payment and
maintaining required records.
Initially Acceptable Schedules:
2.9. Unless otherwise provided in the Contract
Documents, at- least ten ayaaroegubn,issiar.-o''�€�
ApplasatSen-4'er Payment before an work at the site begins
a conference attended by CONTRACTOR, ENGINEER
and others as appropriate designated byv OWNER, will be
held to review for acceptability to ENGINEER as provided
below the schedules submitted in accordance with
paragraph 2.6. and Division 1 - General Requirements.
CONTRACTOR shall have an additional ten days to make
corrections and adjustments and to complete and resubmit
the schedules. No progress payment shall be made to
CONTRACTOR until the schedules are submitted to and
acceptable to ENGINEER as provided below. The
progress schedule will be acceptable to ENGINEER as
providing an orderly progression of the Work to
completion within any specified Milestones and the
Contract Times, but such acceptance will neither impose on
ENGINEER responsibility for the sequencing, scheduling
or progress of the Work nor interfere with or relieve
CONTRACTOR from CONTRACTOR's full
responsibility therefor. CONTRACTOR's schedule of
Shop Drawing and Sample submissions will be acceptable
to ENGINEER as providing a workable arrangement for
reviewing and processing the required submittals
CONTRACTOR's schedule of values will be acceptable to
ENGINEER as to form and substance.
ARTICLE 3--CONTRACT DOCIPVIENTS: INTENT,
AMENDING, REUSE
Intent:
3.1. The Contract Documents comprise the entire
agreement between OWNER and CONTRACTOR
concerning the Work. The Contract Documents are
complementary, what is called for by one is as binding as if
called for by all. The Contract Documents will be
construed in accordance with the law of the place of the
Project.
3.2. It is the intent of the Contract Documents to
EJCDC GENERAL CONDMONS 1910-3 (1990 Ed Hm)
W/ CITY OF FORT COLLINS MODIFICATIONS (REV 4i2000)
describe a functionally complete Project (or part thereof)
to be constructed in accordance with the Contract
Documents. Any Work, materials or equipment that may
reasonably be inferred from the Contract Documents or
from prevailing custom or trade usage as being required to
produce the intended result will be furnished and
performed whether or not specifically called for. When
words or phrases which have a well-known technical or
construction industry or trade meaning are used to
describe Work, materials or equipment, such words or
phrases shall be interpreted in accordance with that
meaning. Clarifications and interpretations of the Contract
Documents shall be issued by ENGINEER as provided in
paragraph 9.4.
3.3. Reference to Standards and Specifications of
Technical Societies; Reporting and Resolving
Discrepancies:
3.3.1. Reference to standards, specifications,
manuals or codes of any technical society, organization
or association, or to the Laws or Regulations of any
governmental authority, whether such reference be
specific or by implication, shall mean the latest
standard, specification, manual, code or Laws or
Regulations in effect at the time of opening of Bids or,
on the Effective Date of the Agreement if there were
no Bids), except as may be otherwise specifically
stated in the Contract Documents.
3.3.2. IL during the performance of the Work,
CONTRACTOR discovers any conflict, error,
ambiguity or discrepancy within the Contract
Documents or between the Contract Documents and
any provision of any such Law or Regulation
applicable to the performance of the Work or of any
such standard, specification, manual or code or of any
instruction of any Supplier referred to in paragraph 6.5,
CONTRACTOR shall report it to ENGINEER in
writing at once, and, CONTRACTOR shall not
proceed with the Work affected thereby (except in an
emergency as authorized by paragraph 6.23) until an
amendment or supplement to the Contract Documents
has been issued by one of the methods indicated in
paragraph 3.5 or 3.6, provided, however, that
CONTRACTOR shall not be liable to OWNER or
ENGINEER for failure to report any such conflict,
error, ambiguity or discrepancy unless
CONTRACTOR knew or reasonably should have
known thereof.
3.3.3. Except as otherwise specifically stated in the
Contract Documents or as may be provided by
amendment or supplement thereto issued by one of the
methods indicated in paragraph 3.5 or 3.6, the
provisions of the Contract Documents shall take
precedence in resolving any conflict, error, ambiguity
or discrepancy between the provisions of the Contract
Documents and:
3.3 31. the provisions of any such standard,
specification, manual, code or instruction (whether
or not specifically incorporated by reference in the
Contract Documents); or
3.33.2, the provisions of any such Laws or
Regulations applicable to the performance of the
Work (unless such an interpretation of the
provisions of the Contract Documents would result
in violation of such Law or Regulation).
No provision of any such standard, specification, manual,
code or instruction shall be effective to change the duties
and responsibilities of OWNER, CONTRACTOR or
ENGINEER, or any of their subcontractors, consultants,
agents or employees from those set forth in the Contract
Documents, nor shall it be effective to assign to OWNER,
ENGRVEER or any of ENGINEER's Consultants, agents or
employees any duty or authority to supervise or direct the
furnishing or performance of the Work or any duty or
authority to undertake responsibility inconsistent with the
provisions of paragraph 9.13 or any other provision of the
Contract Documents.
3.4. Whenever in the Contract Documents the terms "as
ordered", "as directed", "as required", "as allowed", "as
approved" or terms of like effect or import are used or the
adjectives "reasonable", "suitable", "acceptable", "proper"
or "satisfactory" or adjectives of like effect or import are
used to describe a requirement, direction, review or
judgment of ENGINEER as to the Work, it is intended that
such requirement, direction. review or judgment will be
solely to evaluate, in general, the completed Work for
compliance with the requirements of and information in the
Contract Documents and conformance with the design
concept of the completed Project as a functioning whole as
shown or indicated in the Contract Documents (unless there
is a specific statement indicating otherwise). The use of
any such terns or adjective shall not be effective to assign to
ENGINEER any duty or authority to supervise or direct the
furnishing or performance of the Work or any duty or
authority to undertake responsibility contrary to the
provisions of paragraph 9.13 or any other provision of the
Contract Documents.
Amending and Supplementing Contract Documents
3.5, The Contract Documents may be amended to
provide for additions, deletions and revisions in the Work
or to lnodtfv the terms and conditions thereof in one or
more of the following ways:
3.51 a formal Written Amendment,
352. a Change Order (pursuant to paragraph 10 4),
or
EJCDC GENERAL CONDITIONS 191" (1990 E(ition)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4R000)
353_ a Work Change Directive (pursuant to
paragraph 10.1)_
3.6. In addition, the requirements of the Contract
Documents may be supplemented, and minor variations
and deviations in the Work may be authorized, in one or
more of the following ways:
3.6.1. A Field Order (pursuant to paragraph 9.5),
3.6.2. ENGINEER's approval of a Shop Drawing or
Sample (pursuant to paragraphs 6.26 and 627), or
3.6.3. ENGINEER'S written interpretation or
clarification (pursuant to paragraph 9A).
Reuse ofDoeuments:
3.7. CONTRACTOR, and any Subcontractor or
Supplier or other person or organization performing or
furnishing any of the Work under a direct or indirect
contract with OWNER (i) shall not have or acquire any
title to or ownership rights in any of the Drawings,
Specifications or other documents (or copies of any
thereof) prepared by or bearing the seal of ENGINEER or
ENGEVEER's Consultant, and (ii) shall not reuse any of
such Drawings, Specifications, other documents or copies
on extensions of the Project or any other project without
written consent of OWNER and ENGINEER and specific
written verification or adaptation by ENGINEER.
ARTICLE 4--AVAILABILITY OF LANDS;
SUBSURFACE AND PHYSICAL CONDITIONS;
REFERENCE POINTS
Availability of Lands:
4.1. OWNER shall famish, as indicated in the Contract
Documents, the lands upon which the Work is to be
performed, rights -of -way and easements for access
thereto, and such other lands which are designated for the
use of CONTRACTOR �3pen reasonable««�
s*--tomen, of record legal tit4e
d legal description of the
n� l.a
accordance -with ar—applicable Laws ..n.. Regulations
OWNER shall identify any encumbrances or restrictions
not of general application but specifically related to use of
lands so furnished with which CONTRACTOR will have
to comply in performing the Work. Easements for
permanent structures or permanent changes in existing
facilities will be obtained and paid for by OWNER, unless
otherwise provided in the Contract. Documents. if
CONTRACTOR and OWNER are unable to agree on
entitlement to or the amount or extent of any adjustments
in the Contract Price or the Contract Times as a result of
any delay in OWNER'S furnishing these lands, rights -of -
way or easements, CONTRACTOR may make a claim
therefor as provided in Articles 11 and 12.
CONTRACTOR shall provide for all additional lands and
access thereto that may be required for temporary
construction facilities or storage of materials and
equipment.
4.1 Subsurface and Physical Conditions:
4.2.1. Reports and Drawings: Reference is made to
the Supplementary Conditions for identification of:
4.2.1.1. Subsurface Conditions: Those reports of
explorations and tests of subsurface conditions at or
contiguous to the site that have been utilized by
ENGINEER in preparing the Contract Documents;
and
4.2.1.2. Physical Conditions: Those drawings of
physical conditions in or relating to existing surface
or subsurface structures at or contiguous to the site
(except Underground Facilities) that have been
utilized by ENGINEER in preparing the Contract
Documents.
42.2. Limited Reliance by CONTRACTOR Authorized,
Technical Data: CONTRACTOR may rely upon the
general accuracy of the "technical data" contained in such
reports and drawings, but such reports and drawings are not
Contract Documents. Such "technical data" is identified in
the Supplementary Conditions. Except for such reliance on
such "technical data", CONTRACTOR may not rely upon
or make any claim against OWNER, ENGINEER or any of
ENGINEER's Consultants with respect to:
4.2.2.1. the completeness of such reports and
drawings for CONTRACTOR's purposes,
including, but not limited to, any aspects of the
means, methods, techniques, sequences and
procedures of construction to be employed by
CONTRACTOR and safety precautions and
programs incident thereto, or
4.222. other data, interpretations, opinions
and information contained in such reports or shown
or indicated in such drawings, or
4.2.2.3. any CONTRACTOR interpretation of
or conclusion drawn from any "technical data" or
any such data, interpretations, opinions or
information.
4.2.3. Notice of Differing Subsurface or Physical
Conditions: If CONTRACTOR believes that any
subsurface or physical condition at or contiguous to the site
that is uncovered or revealed either:
423.1, is of such a nature as to establish that
any "technical data" on which CONTRACTOR is
entitled to rely as provided in paragraphs 4.2.1 and
4.2.2 is materially inaccurate, or
4.2.32, is of such a nature as to require a
change in the Contract Documents, or
4.23.3, differs materially from that shown or
FJCDC GENERAL CONDITIONS 1910-5 (1990 E(iLim)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV V2000'1
indicated in the Contract Documents, or
4.2.3.4. is of an unusual nature, and differs
materially from conditions ordinarily encountered
and generally recognized as inherent in work of
the character provided for in the Contract
Documents, then
CONTRACTOR shall, promptly immediately after
becoming aware thereof and before further disturbing
conditions affected thereby or performing any Work in
connection therewith (except in an emergency as
permitted by paragraph 6.23), notify OWNER and
ENGINEER in writing about such condition.
CONTRACTOR shall not further disturb such conditions
or perform any Work in connection therewith (except as
aforesaid) until receipt of written order to do so.
4.2.4. ENGTNEER's Review., ENGINEER will
promptly review the pertinent conditions, determine the
necessity of OWNER's obtaining additional exploration or
tests with respect thereto and advise OWNER in writing
(with a copy to CONTRACTOR) of ENGINEER's
findings and conclusions.
4.2.5. Possible Contract Doclonents Change: If
ENGINEER concludes that a change in the Contract
Documents is required as a result of a condition that meets
one or more of the categories in paragraph 4.2.3, a Work
Change Directive or a Change Order will be Issued as
provided in Article 10 to reflect and document the
consequences of such change.
4.2.6. Possible Price and Times Aca;'ustments: An
equitable adjustment in the Contract Price or in the
Contract Times, or both, will be allowed to the extent that
the existence of such uncovered or revealed condition
causes an increase or decrease in CONTRACTOR's cost
of, or time required for performance of, the Work, subject,
however, to the following:
4.2.6.1. such condition must meet any one or
more of the categories described in
paragraphs 4.2.3.1 through 4.2.3.4, inclusive,
4.2.6.2. a change in the Contract Documents
pursuant to paragraph 4.2.5 will not be. an
automatic authorization of nor a condition
precedent to entitlement to any such adjustment;
4.2.6.1 with respect to Work that is paid for
on a Unit Price Basis, any adjustment in Contract
Price will be subject to the provisions of
paragraphs 9 10 and l 1.9, and
4.2.6.4. CONTRACTOR shall not be entitled
to any adjustment in the Contract Price or Times
if,
4.2.64.1 CONTRACTOR knew of
the existence of such conditions at the
time CONTRACTOR made a final
commitment to OWNER in respect of
Contract Price and Contract Times by the
submission of a bid or becoming bound
under a negotiated contract, or
4.2.6.4.1 the existence of such
condition could reasonably have been
discovered or revealed as a result of any
examination, investigation, exploration,
test or study of the site and contiguous
areas required by the Bidding
Requirements or Contract Documents to be
conducted by or for CONTRACTOR prior
to CONTRACTOR's making such final
commitment, or
42.6.4.3. CONTRACTOR failed to
give the written notice within the time and
as required by paragraph 4.2.3.
If OWNER and CONTRACTOR are unable to agree on
entitlement to or as to the amount or length of any such
equitable adjustment in the Contract Price or Contract
Times, a claim may be made therefor as provided in
Articles l l and 12. However, OWNER, ENGINEER and
ENGINEER's Consultants shall not be liable to
CONTRACTOR for any claims, costs, losses or damages
sustained by CONTRACTOR on or in connection with any
other project or anticipated project.
4.3. Physical Conditions -underground Facilities:
4.11. Shown or Indicated: The information and data
shown or indicated in the Contract Documents with
respect to existing Underground Facilities at or
contiguous to the site is based on information and data
furnished to OWNER or ENGINEER by the owners of
such Underground Facilities or by others. Unless it is
otherwise expressly provided in the Supplementary
Conditions:
4.3.1.1. OWNER and ENGINEER shall not be
responsible for the accuracy or completeness of any
such information or data; and
4.3.12. The cost of all of the following will be
included in the Contract Price and CONTRACTOR
shall have full responsibility for: (i) reviewing and
checking all such information and data, (ii) locating
all Underground Facilities shown or indicated in the
Contract Documems,(iii) coordination of the Work
with the owners of such Underground Facilities
during construction, and (iv) the safety and
protection of all such Underground Facilities as
provided in paragraph 620 and repairing any
damage thereto resulting from the Work.
4.32. Not Shown or Indicated: If an Underground
Facility is uncovered or revealed at or contiguous to
the site which was not shown or indicated in the
Contract Docurnants, CONTRACTOR shall, promptly
immediately after becoming aware thereof and before
further disturbing conditions affected thereby or
performing any Work in connection therewith (except
in an emergencv as required by paragraph 6.23),
identify the owner of such Underground Facility and
ESCDCGENERAL CONDITIONS 1910-8 (1990 Editim)
w/ C1TY OF FORT COLLINS MODIFICATIONS (REV 42000)
give written notice to that owner and to OWNER and
ENGINEER. ENGINEER will promptly review the
Underground Facility and determine the extent, if
any, to which a change is required in the Contract
Documents to reflect and document the consequences
of the existence of the Underground Facility. If
ENGINEER concludes that a change in the Contract
Documents is required, a Work Change Directive or a
Change Order will be issued as provided in Article 10
to reflect and document such consequences. During
such time, CONTRACTOR shall be responsible for
the safety and protection of such Underground
Facility as provided in paragraph 6.20.
CONTRACTOR shall may be allowed an increase in
the Contract Price or an extension of the Contract
Times, or both, to the extent that they are attributable
to the existence of any Underground Facility that was
not shown or indicated in the Contract Documents
and that CONTRACTOR did not know of and could
not reasonably have been expected to be aware of or
to have anticipated. If OWNER and CONTRACTOR
are unable to agree on entitlement to or the amount or
length of any such adjustment in Contract Price or
Contract Times, CONTRACTOR may make a claim
therefor as provided in articles 1 I and 12. However,
OWNER, ENGINEER and ENGINEER's
Consultants shall not be liable to CONTRACTOR for
any claims, costs, losses or damages incurred or
sustained by CONTRACTOR on or in connection
with any other project or anticipated project.
Reference Points:
4.4. OWNER shall provide engineering surveys to
establish reference points for construction which in
ENGINEER's judgment are necessary to enable
CONTRACTOR to proceed with the Work.
CONTRACTOR shall be responsible for laying out the
Work, shall protect and preserve the established reference
points and shall make no changes or relocations without
the prior written approval of OWNER. CONTRACTOR
shall report to ENGINEER whenever any reference point
is lost or destroyed or requires relocation because of
necessary changes in grades or locations, and shall be
responsible for the accurate replacement or relocation of
such reference points by professionally qualified
personnel.
4.5. Asbestos, PCBs, Petroleum, Hazardous Waste or
Radioactive Afaterial:
4.5.1. OWNER shall be responsible for any
Asbestos, PCBs, Petroleum, Hazardous Waste or
Radioactive Material uncovered or revealed at the site
which was not shown or indicated in Drawings or
Specifications or identified in the Contract
Documents to be within the scope of the Work and
which may present a substantial clanger to persons or
property exposed thereto in connection with the Work
at the site. OWNER shall not be responsible for any
such materials brought to the site by
CONTRACTOR, Subcontractors, Suppliers or
anyone else for whom CONTRACTOR is
responsible.
4-5 ffra u -reuaip - such --special ..:.. "«:"e
C-ONT-n ACTOR dne-g .lot agree to resuma 1, t
based on areasermble belief sat". af�; a-- snot
agree to resume such I.A.TodE under sLwh special
cenditi,•... then O.'r'"NE -may-efder-��
eanditien
afea to be deleted from
the AioF�, `If�tilt TL'D ffueh -•J• rnn
RgF80 s to entitlement to ti,
a
resulte arn aint or Pxteri; of an
as a osuchr
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led -in
pergien of v "� {armed k} �WNBRs own
a -
harmless Q9NTRACTOR, bcontrasEors
R�€ ENGWFER9 E nsultamts—arty--th
effloers, directors; employees aseat , other
consultants and subcontroGtors of ch and " .v
1
`p`nvaT
=lir raaalvp AA - I 1-116�1
. _ revealed at the
EJCDC GENERAL CONDITIONS 1910-3 (1990 Hdinal)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4r2000)
ARTICLE 5--BONDS AND INSURANCE
Performance, Payment and Other Bonds:
5.1. CONTRACTOR shall furnish Performance and
Payment Bonds, each in an amount at least equal to the
Contract Price as security for the faithful performance and
payment of all CONTRACTOR's obligations under the
Contract Documents. These Bonds shall remain in effect
at least until one year after the date when final payment
becomes due, except as provided otherwise by Laws or
Regulations or by the Contract Documents.
CONTRACTOR shall also furnish such other Bonds as
are required by the Supplementary Conditions. All Bonds
shall be in the form prescribed by the Contract Documents
except as provided otherwise by Laws or Regulations and
shall be executed by such sureties as are named in the
current list of "Companies Holding Certificates of
Authority as Acceptable Sureties on Federal Bonds and as
Acceptable Reinsuring Companies" as published in
Circular 570 (amended) by the Audit Staff, Bureau of
Government Financial Operations, U.S. Treasury
Department, All Bonds signed by an agent must be
accompanied by a certified copy of such agent's authority
to act.
5.2. If the surety on any Bond furnished by
CONTRACTOR is declared a bankrupt or becomes
insolvent or its right to do business is terminated in any
slate where any part of the Project is located or it ceases to
meet the requirements of paragraph 5.1, CONTRACTOR
shall within ten days thereafter substitute another Bond
and surety, both of which must be acceptable to OWNER.
5.3. Licensed Sureties and Insurers; Certificates of
Insurance:
5.3.1. All Bonds and insurance required by the
Contract Documents to be purchased and maintained
by OWNER or CONTRACTOR shall be obtained
from surety or insurance companies that are duly
licensed or authorized in the jurisdiction in which the
Project is located to issue Bonds or insurance policies
for the limits and coverages so required. Such surety
and insurance companies shall also meet such
additional requirements and qualifications as may be
provided in the Supplementary Conditions.
5.32. CONTRACTOR shall deliver to OWNER,
with copies to each additional insured identified in the
Supplementary Conditions, certificates of insurance
(and other evidence of insurance requested by
OWNER or any other additional insured) which
CONTRACTOR is required to purchase and maintain
in accordance with paragraph 5.4. nnrnINR gt>"ll"hall
ether
eVldeni, E& _EB00 fequeSt.A by 4'ONTn ACT �n
or any othe>=eEl#iti6Ro1insured):. ; a
Feqtli.tea to.. _,.L.. _ 11,41411H i19
piimgnaphs 5.6 d 5.7 ti C
6055 Harmony and Ziegler Road Improvements
Front Range Village Development
Addendum #1 Revised Bid Schedule
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program
Dated: 511512007
Item #
Item Description
Quantity
Unit
Unit Cost
Total Cost
604-03
15' T e R Intel
2
EA
604-04
18" Area Inlet
1
FA
604-05
Inlet Type "C"
3
EA
604-06
8" HOPE Area inlet and Tie in (Core Drill and Connect with Non -shrink Grout)
2
EA
604-07
Double Type 131nlet
1
EA
604-08
24" Headwall - CIP
1
EA
604-09
Tie 18" RCP to Existing Storm Sewer with Concrete Collar
1
EA
604-10
4' Diameter Sewer Manhole
1
FA
604-11
4" PVC Conduit Sleeving for Median Irrigation
600
LF
608-01
Concrete Sidewalk - 6"
27350
SF
608-02
Concrete Pedestrian Access Ramps with Truncated Domes 8"
2320
SF
608-03
Pedestrian Refuge Island Ramp with Truncated Domes 8"
1380
SF
608-04
Sidewalk Chase - per Detail
3
FA
608-05
Comets Drive Approach wl Aprws 8"
8025
SF
608-06
Concrete Drive Approach 6"
1608
SF
608-07
sod re ate Median Cover - San Diego Bug
25743
SF
609.01
Vertical Curb and Gutter- 30"
6055
LF
609-02
Vertical Curb and Gutter- 18" Ougall
10875
LF
609-03
Combination Vertical Curb with 6' Bike Lane/Gutter
500
LF
619-01
Y." Irrigation Service & Meter PIVCopper-Corp-Curb Stop per COFC Spec
including Backflow Preventer/Pressure Reducer Assembly/Metal Screen
Cover
2
EA
61942
1" Irrigation Service & Meter Pit/Copper-Corp-Curb Stop per COFC Spec
including Backftow Preventer/Pressure Reducer AssemblylMetal Screen
Cover
1
EA
619-03
Fire Hydrant Assembly (6", tap valve, pipe, hydrant) per COFC Spec
1
FA
SUBTOTAL:
2000-01
D -Land Seedin
7
AC
2000-02
MSE Block Retaining Well - 12" to 24" Tall
290
LF
2000-03
Median Irrigation System for Harmony Road Medians
1
LS
2000-04
Median Irrigation System for Ziegler Road Medians
1
LS
2WG405
6"xV Landscape Timber Tree Well
24
EA
200046
Skyline Honey Locust 2" Cal.
21
EA
2000.07
Skyline Honey Locust 3" Cal.
19
EA
200048
Crimson Spire Oak - 2" Cal.
6
EA
2000.09
Burr Oak - 2" Cal.
9
EA
2000.10
Chinks in Oak -2"Cal.
11
EA
2000-11
Sk Master English Oak - 3" Cal.
15
EA
2000-12
Chanticleer Pear 1.5" Cal.
33
EA
CONTR4CTOR's Liability Insurance:
5.4. CONTRACTOR shall purchase and maintain such
liability and other insurance as is appropriate for the Work
being performed and furnished and as will provide
protection from claims set forth below which may arise out
of or result from CONTRACTOR's performance and
furnishing of the Work and CONTRACTOR's other
obligations under the Contract Documents, whether it is to
be performed or furnished by CONTRACTOR, any
Subcontractor or Supplier, or by anyone directly or
indirectly employed by any of them to perform or furnish
any of the Work, or by anyone for whose acts any of them
may be liable:
5.4.1. claims under workers' compensation, disability
benefits and other similar employee benefit acts,
5.4.2. claims for damages because of bodily injury,
occupational sickness or disease, or death of
CONTRACTOR's employees;
5.4.3. claims for damages because of bodily injuy,
sickness or disease, or death of any person other than
CONTRACTOR's employees;
^.^.�!aims for clam.,._, a by q,.. cry
per:,cran,ydirlhftb"Y—IEWIBMgeivhieh-are sustained:
a[d re�tly re}ateci 1e}ntenEof such
CONT ACTOR� or (u) by off other person for any
.. ._
tea,,-feasell;
5.4.5. claims for damages, other than to the Work
itself, because of injury to or destruction of tangible
property wherever located, including loss of use
resulting therefrom; and
5.4.6. claims for damages because of bodily injury or
death of any person or property damage arising out of
the ownership, maintenance or use of any motor
vehicle.
The policies of insurance so required by this paragraph 5.4
to be purchased and maintained shall:
5.4.7. with respect to insurance required by
paragraphs 5 4.3 through 5.4.6 inclusive and 5.4.9,
include as additional insureds (subject to any
customary exclusion in respect- of professional
liability), OWNER, ENGINEER, ENGINEER's
Consultants and any other persons or entities identified
in the Supplementary Conditions, all of whom shall be
listed as additional insureds, and include coverage for
the respective officers and employees of all such
additional insureds,
5.4.8. include the specific coverages and be written
for not less than the limits of liability provided in the
Supplementary Conditions or required by Laws or
Regulations, whichever is greater,
5 49. include completed operations insurance;
EJCDC GENERAL CONDITIONS 1910-5 (1990 Editim)
w/ CI TY OF FORT COLLINS MODIFICATIONS (REV 42000)
5.4.10. include contractual liability insurance
covering CONTRACTOR's indemnity obligations
under paragraphs 6.12, 6.16 and 6.31 through 6.33;
5.4.11. contain a provision or endorsement that the
coverage afforded will not be cancelled, materially
changed or renewal refused until at least thirty days'
prior written notice has been given to OWNER and
CONTRACTOR and to each other additional insured
identified in the Supplementary Conditions to whom
a certificate of insurance has been issued (and the
certificates of insurance furnished by the
CONTRACTOR pursuant to paragraph 5.3.2 will so
provide),
5.4.12. remain in effect at least until final payment
and at all times thereafter when CONTRACTOR may
be correcting, removing or replacing defective Work
in accordance with paragraph 13.12; and
5.4.13. with respect to completed operations
insurance, and any insurance coverage written on a
claims -made basis, remain in effect for at least two
years after final payment (and CONTRACTOR shall
furnish OWNER and each other additional insured
identified in the Supplementary Conditions to whom
a certificate of insurance has been issued evidence
satisfactory to OWNER and any such additional
insured of continuation of such insurance at final
payment and one year thereafter).
OWNER's Liability Insurance.
5.5. In addition to insurance required to be provided
by CONTRACTOR under paragraph 5.4, OWNER, at
OWNER's option, may purchase and maintain at
OWNER's expense OWNER's own liability insurance as
will protect OWNER against claims which may arise from
operations under the Contract Documents.
Property Insurance:
5.6. Unless othaiwise provided in the Suppiementafy
P170pefty at the ffite in the amoUfA
of the fill Fe --f (subjeet to su
deduar,le ^...^....t^ .^ ... �—ui Ehe
SepplemefAaf ins
ano@ Shall
5.&L inelade the interests of OWNER,
CONTRACTOR; Subeentraeters, ENOiII'I15E1>s
ENGINEER s Censuliants�nd any ^ o per
entities dentified in !he Supplementary Gond-liens,
,.b oroc h^^" 1_-In airaefe
and qhAli
be . _ on a Btuldef's Risk it
Open PeFil OF sPeeial calaseg of less pahey fio in that
shall At least indudA surame for r
ivsioul loss
damage to the Wafk,
. alsewo=k
and WoFk in transit and sh-Fill in-uhro
the felkewing--Perils: 4Fe lig tip—eaa t.e
..d ro ", C: 1 d' L,
repla<%emenEe�„]-n,u� Y...p... � �auv u.s uua no
flrchi4ec- , a
oeveFrnatffiFilsafideqiAipmentstoEodatLhe site
or-a"net-hC -loeation-that was agreed to in wri� by
QViNEn-p =or «,. being Y . in the . rk
Provided that such matefials and equipment hff @ be
bly ENGTnrEER; .. H
5 6 5 lie. maintained in eNet until fmal payment
O{I1TiDD 6414 AC`TC1D and LTi/'TTTL'CD L
« thir�y days� vmtte
5-7. OW1:ER-shall-putehase�- n:
and tneehureuea+tse-or--adciEone�prepertj-tnsuranee
requiredas may be
Eases -and -Regulations avh eh xtiNLn a �` a eats o€
OkWl DD CONTRACTOR, C o
M
ontmetars,
S�ns oren,
a� n9ured er additiexel inwrAd w
policies instwanee (and the eeftifieate
otliff P'll-idence @Feof) required to be purchased an
ffid
eflvenmge�0rded-will-�tof�n�-n�ll.�� ^r--inatenally
changed -or Fewwal-ree.a-�a�.• 4-at least-thtrt` — '-WOr
KWtter.-:.otiEelias__kiean-gtYen-o -. .)WNj end
GUNTRACTOR and ♦ __ L ether additional ' 1
..ha. 'i" f nsiffAmp'sL l
een issued. and- Ivin
Contain-- waiver_.--provisio s in—ikeeordenee- with
5 1,
i�•�sinph �a �.rr
59. OWNER shall not be responsible for purchasing
and maintaining any property insurance to protect the
interests of CONTRACTOR, Subcontractors or others in
the Work to the oaepA of any deductible amounts that a"
idenlified inYY 7
legs;wthin such identified deductible ameun� will be homia
by-EQPF-TR ACTOR;-,Subcontractoror-efkers-suf%ring-any
Il,h I....a and -f a. of them wishes
e age- � limits-4
ra,h., e and ...aiRta [ith h
rexpense
E 1 ICDC GENERAL CONDITIONS 1910-5 (1990 Edie«p
w/ CITY OF FORT COLLINS MODIFICATIONS (REV - 2000)
5.114. OIA TIL'D and C-CAFTRAGTOR uawuu that ii
ppxred �`-rsrsssar-�'nec-'s': rn.,ogaPi'yrr6
afid 5.7
will a C{{i/A .D CINTD CTO
Sube0atn taors ENf aEEFt T
CensuhantS� all other Fsons or entities identified
in aha, c......lo«. a...aa. n A' 'm to L listed
i1sitreds-- $$ZZledsmsuch pelieies-an
mill Yr..ide age ----- malc•"i]
such r- eau ;. pi. vvx""ammmthe erceernmnsurers r,
in the event of paymopA of an), less or damage th
,; Il ha..an r;..han a.f ----------- f
ONWiRR and CONTRACTOR waive all nots
against
dimeteT , employees for and-agen n wz�ll lossm and
Elamages caused
arising out of Ew resulting4em
any -of -the -perils �»veFed-by such policies and
..,.y
other property insurance aWic�4heAwo �,
in 'sum-watve—alr-.such fights agairA
ConstiAtants and all ot
lhe�Subc�n�Eers��iGR3E&�EPFFi�fiER's
rsons-01-��
-in-thLI-Supplementafy Cc ions --te be
imwedS6F-afldi
1oS58S-and-damageS-So-6hLLfael--trrnYCtlt-4Y]o-�tboYo
hell b nuq
C111TiDDtee h
payable under any policy so issued.
5.11.2. in additior, OWNER waives all fig
a�iRS�-"---COIIJR 119TIDP— Subcontractor
ErwGRWmiEPiGf FRRIs--cvnsuitants and vie
effisers�l �c,�.p:oyees-anal-agentse�any-et.
theliNfor-
5.1
loss due to busine.% interyuptieft
Hl--i se or -otii
beYexcf - duesE--playslcai- 3oss�r,0
3F the
Work eaused 4))-,
w hathsr of not insured by Cr{ NEP d
r.ol ,,.:ter..^ thereof by, .. sing .^,,..
of o
-
e.,.,, l e(ecl-er-Part
dur-tng--parE el u'th�taen�tx cent to
paragra*4T".10,t--_
Any -ii4swanEe-l...al:—.a...:t.taHI0d-1qy 03A(N4:D
a -t
,..L,..,R'.,....L_
"'-'xShis -vr•
Receipt andApplication of Insurance Proceeds:
5.12. Any insured loss under the policies of insurance
required by paragraphs 5.6 and 5.7 will be adjusted with
OWNER and made payable to OWNER as fiduciary for the
insureds, as their interests may appear, subject to the
requirements of any applicable mortgage clause and of
paragraph 5.13. OWNER shall deposit in a separate
account any money so received, and shall distribute it in
accordance with such agreement as the parties in interest
may reach If no other special agreement is reached the
damaged Work shall be repaired or replaced, the moneys so
received applied on account thereof and the Work and the
cost thereof covered by an appropriate Change Order or
Written Amendment.
5.13. OWNER as fiduciary shall have power to adjust
and settle any loss with the insurers unless one of the
parties in interest shall object in writing within fifteen days
after the occurrence of loss to OWNER's exercise of this
power. If such objection be made, OWNER as fiduciary
shall make settlement with the insurers in accordance with
such agreement as the parties in interest may reach If no
such agreement among the parties in interest is reached,
OWNER as fiduciary shall adjust and settle the loss with
the insurers acifrequired in^ writing by y ,n
inter m��"" OW —�uc ary--shrill- Pva-bond-fep-the
Acceptance of Bonds and Insurance; Option to Replace:
5.14. If
OWNER has any objection to the coverage afforded by or
other provisions of the Bonds -or insurance required to be
purchased and maintained by the o0w periy
CONTRACTOR in accordance with Article 5 on the basis
of nonconformance with the Contract Docunents, the
objectinggpartyshall-so nettfy`the-outer-patty OWNER will
notify CONTRACTOR in writing within ten fifteen days
alter receipt delivery. of the certificates (eF ether -evidence
requested) to OWNER as required by paragraph 2.7,
proviaeU as Me easoy-rat— if itheinsumnee
Dectiments. such p" "Hall notify the then "' n
AZOFJEOf
the requireckeoverag�Witheut-prejacliee-teanystheFrigltt
Bonds -er-instvanee-
the
Partial Gtiliuxkon--PropedyInsurance:
5.15. If OWNER finds it necessary to occupy or use a
portion or portions of the Work prior to Substantial
EJCDC GENERAL CONDITIONS 1910-8 (1990 Edilim)
W CITY OF FORT COLLM MODIFICATIONS(REV,1/2000)
Completion of all the Work, such use or occupancy may
be accomplished in accordance with paragraph 14.10;
provided that no such use or occupancy shall commence
before the insurers providing the property insurance have
acknowledged notice thereof and in writing effected any
changes in coverage necessitated thereby. The insurers
providing the property insurance shall consent by
endorsement on the policy or policies, but the property
insurance shall not be cancelled or permitted to lapse on
account of any such partial use or occupancy.
ARTICLE 6-CONTRACTOR'S
RESPONSIBILITIES
Supervision and Superintendence.•
6.1. CONTRACTOR shall supervise, inspect and
direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and
expertise as may be necessary to perform the Work in
accordance with the Contract Documents.
CONTRACTOR shall be solely responsible for the means,
methods, techniques, sequences and procedures of
construction, but CONTRACTOR shall not be responsible
for the negligence of others in the design or specification
of a specific means, method, technique, sequence or
procedure of construction which is shown or indicated in
and expressly required by the Contract Documents.
CONTRACTOR shall be responsible to see that the
completed Work complies accurately with the Contract
Documents.
6.2. CONTRACTOR shall keep on the Work at all
times during its progress a competent resident
superintendent, who shall not be replaced without written
notice to OWNER and ENGINEER except trader
extraordinary circumstances. The superintendent will be
CONTRACTORS representative at the site and shall have
authority to act on behalf of CONTRACTOR All
communications to the superintendent shall be as binding
as if given to CONTRACTOR
Labor, Materials and Equipment:
6.3. CONTRACTOR shall provide competent,
suitably qualified personnel to survey, lay out and
construct the Work as required by the Contract
Documents. CONTRACTOR shall at all times maintain
good discipline and order at the site. Except as otherwise
required for the safety or protection of persons or the
Work or property at the site or adjacent thereto, and
except as otherwise indicated in the Contract Documents,
all Work at the site shall be perforated during regular
working hours and CONTRACTOR will not permit
overtime work or the performance of Work on Saturday,
Sunday or any, legal holiday without OWNER's written
consent given after prior written notice to ENGINEER.
CONTRACTOR shall submit requests to the ENGINEER
no -than 48 hous in advance of any Work to be
performed on Saturday, Sunday Holiclays or outside the
Regullar WorkiagF(Zs.
m
6A. unless otherwise specified in the General
Requirements, CONTRACTOR shall furnish and assume
full responsibility for all materials, equipment, labor,
transportation, construction equipment and machinery,
tools, appliances, fuel, power, light, heat, telephone, water,
sanitary facilities, temporary facilities and all other
facilities and incidentals necessary for the furnishing,
performance, testing, start-up and completion of the Work.
6A.1. Purchasing Restrictions: CONTRACTOR
must comply with the City's purchasing restrictions. A
copy of the resolutions are available for review in the
offices of the Purchasing and Risk Mana eg_ment
Division or the City Clerk's office.
6.4.2 Cement Restrictions City of Fort Collins
Resolution 91-121 requires that suppliers and producers
of cement or products containing cement to certify that
the cement was not made in cement kilns that bum
hazardous waste as a fuel.
6.5. All materials and equipment shall be of good
quality and new, except as otherwise provided in the
Contract Documents. All warranties and guarantees
specifically called for by the Specifications shall expressly
run to the benefit of OWNER. If required by ENGINEER,
CONTRACTOR shall furnish satisfactory evidence
(including reports of required tests) as to the kind and
quality of materials and equipment. All materials and
equipment shall be applied, installed, connected, erected,
used, cleaned and conditioned in accordance with
instructions of the applicable Supplier, except as otherwise
provided in the Contract Documents.
Progress Schedule:
6.6. CONTRACTOR shall adhere to the progress
schedule established in accordance with paragraph 2.9 as it
may be adjusted from time to time as provided below:
6.6.1. CONTRACTOR shall submit to ENGINEER
for acceptance (to the extent indicated in
paragraph 2.9) proposed adjustments in the progress
schedule that will not change the Contract Times (or
Milestones). Such adjustments will conform generally
to the progress schedule then in effect and additionally
will comply with any provisions of the General
Requirements applicable thereto.
6.6.2. Proposed adjustments in the progress schedule
that will change the Contract Times (or Milestones)
shall be submitted in accordance with the requirements
of paragraph 12.1. Such adjustments may only be
made by a Change Order or Written Amendment in
accordance with Article 12,
6.7. Substitutes and "Or-Equal"Items:
6.7.1. Whenever an item of material or equipment is
specified or described in the Contract Documents by
using the name of a proprietary item or the name of a
particular Supplier, the specification or description is
intended to establish the type, function and quality
required. Unless the specification or descnption
12 EJCDC GENERAL CONDITIONS 1910-8 (1990Editiai)
w1 CITY OF FORT COLLINS MODIFICATIONS (REV dII000)
contains or is followed by words reading that no like,
equivalent or "or -equal" item or no substitution is
permitted, other items of material or equipment or
material or equipment of other Suppliers may be
accepted by ENGINEER under the following
circumstances:
6.7.1.1. "Or -Equal". If in ENGINEER's sole
discretion an item of material or equipment
proposed by CONTRACTOR is functionally
equal to that named and sufficiently similar so that
no change in related Work will be required, it may
be considered by ENGINEER as an "or -equal"
item, in which case review and approval of the
proposed item may, in ENGINEER's sole
discretion, be accomplished without compliance
with some or all of the requirements for
acceptance of proposed substitute items.
6.7.1.2 Substitute Items: If in ENGTNEER's sole
discretion an item of material or equipment
proposed by CONTRACTOR does not qualify as
an "or -equal" item under subparagraph 6.7.1.1, it
will be considered a proposed substitute item.
CONTRACTOR shall submit sufficient
information as provided below to allow
ENGINEER to determine that the item of material
or equipment proposed is essentially equivalent to
that named and an acceptable substitute therefor.
The procedure for review by the ENGINEER will
include the following as supplemented in the
General Requirements and as ENGINEER may
decide is appropriate under the circumstances.
Requests for review of proposed substitute items
of material or equipment will not be accepted by
ENGINEER from anyone other than
CONTRACTOR. If CONTRACTOR wishes to
furnish or use a substitute item of material or
equipment, CONTRACTOR shall first make
written application to ENGINEER for acceptance
thereof, certifying that the proposed substitute will
perform adequately the functions and achieve the
results called for by the general design, be similar
in substance to that specified and be suited to the
same use as that specified. The application will
state the extent, if any, to which the evaluation
and acceptance of the proposed substitute will
prejudice CONTRACTOR's achievement of
Substantial Completion on time, whether or not
acceptance of the substitute for use in the Work
will require a change in any of the Contract
Documents (or in the provisions of any other
direct contract with OWNER for work on the
Project) to adapt the design to the proposed
substitute and whether or not incorporation or use
of the substitute in connection with the Work is
subject to payment of any license fee or royalty.
All variations of the proposed substitute from that
specified will be identified in the application and
available maintenance, repair and replacement
service will be indicated_ The application will
also contain an itemized estimate of all costs or
credits that will result directly or indirectly from
acceptance of such substitute, including costs of
redesign and clavns of other contractors affected
by the resulting change, all of which will be
CONTRACTOR shall perform not less than 20
considered by ENGINEER inevaluating the
percent of the Work with its own forces (that is.
proposed substitute. ENGINEER may require
without subcontracting) The 20 percent requirement
CONTRACTOR to furnish additional data about
4a11 be understood to refer to the Work the value of
the proposed substitute.
which totals not less than 20 percent of the Contract
Price.
6.7.1.3. CONTRACTOR's Expense: All data to be
provided by CONTRACTOR in support of any
6.8.2. If -the -Supplement••- &ions Bidder
proposed "or -equal" or substitute item will be at
Documents require the identity of certain
CONTRACTOR's expense.
Subcontractors, Suppliers or other persons or
organizations (including those who are to furnish the
6.7.2. Substitute Construction Methods or
principal items of materials or equipment) to be
Procedures: If a specific means, method, technique,
submitted to OWNER in - advance - the --specified
sequence or procedure of construction is shown or
date prior to the Effective Date of the Agreement for
indicated in and expressly required by the Contract
acceptance by OWNER and ENGINEER, -en"
Documents, CONTRACTOR may famish or utilize a
CONTRACTOR has submittedlist tea,
substitute means, method technique, sequence or
accefadanee with theSupplerner"a-• Co a'
procedure of construction acceptable to ENGINEER.
OWNER's or E•NGINEER's acceptance (either in
CONTRACTOR shall submit sufficient information to
writing or by failing to make written objection thereto
allow ENGINEER, in E,NGINF,ER's sole discretion, to
by the date indicated for acceptance or objection in
determine that the substitute proposed is equivalent to
the bidding documents or the Contract Documents) of
that expressly called for by the Contract Documents.
any such rSubeantracter, Stipplier or other person or
The procedure for review by ENGINEER will be
prg_sgidentified - be revoked the
similar to that provided in subparagraph 6.7.1.2.
liesis-efreM^^^�-�� ^ ��^� ^ ^a�- -�••� ��,
3H---whlerti—..-v..� IYITT�orrz-�c-i� vD .�..11 ^HI3tiTlt--an
6.7.3. Engineer's Evaluation: ENGINEER will be
sec�ptahl�stahstihJf�, •"- "•-'-••-• 11--be
allowed a reasonable time within which to evaluate
adjusted-by-the-differenee in -wed --by
each proposal or submittal made pursuant to
paragraphs 6.7.1.2 and 6.7.2. ENGINEER will be the
will be is . -;tR Yl dtnent- signed. will
sole judge of acceptability. No "or -equal" or
constitute a condition of the Contract repair na the
substitute will be ordered, installed or utilized without
use of the named subcontractors, suppliers or other
ENGINEER's prior written acceptance which will be
persons or organization on the Work unless prior
evidenced by either a Change Order or an approved
written approval is obtained from OWNER and
Shop Drawing. OWNER may require
ENGINEER No acceptance by OWNER or
CONTRACTOR to furnish at CONTRACTOR's
ENGINEER of any such Subcontractor, Supplier or
expense a special performance guarantee or other
other person or organization shall constitute a waiver
surety with respect to any "or -equal" or substitute.
of any right of OWNER or ENGINEER to reject
ENGINEER will record time required by
defective Work.
ENGINEER and ENGINEER's Consultants in
evaluating substitutes proposed or submitted by
6_9.
CONTRACTOR pursuant to paragraphs 6.7.1.2 and
6.7.2 and in making changes in the Contract
69.1. CONTRACTOR shall be fully responsible to
Documents (or in the provisions of any other direct
OWNER and ENGINEER for all acts and omissions
contract with OWNER for work on the Project)
of the Subcontractors, Suppliers and other persons
occasioned thereby. Whether or not ENGINEER
and organizations performing or furnishing any of the
accepts a substitute item so proposed or submitted by
Work under a direct or indirect contract with
CONTRACTOR, CONTRACTOR shall reimburse
CONTRACTOR just as CONTRACTOR is
OWNER for the charges of ENGINEER and
responsible for CONTRACTOR's own acts and
ENGINEER's Consultants for evaluating each such
omissions. Nothing in the Contract Documents shall
proposed substitute item.
create for the benefit of any such Subcontractor,
68. Concerning Subcontractors, ,Suppliers and
Supplier or other person or organization any
contractual relationship between OWNER or
Others:
ENGINEER and any such Subcontractor, Supplier or
other person or organization, nor shall it create any
6.8.1. CONTRACTOR shall not employ any
obligation on the part of OWNER or ENGINEER to
Subcontractor, Supplier or other person or organization
pay or to see to the payment of any moneys due any
(including those acceptable to OWNER and
such Subcontractor, Supplier or other person or
ENGINEER as indicated in paragraph 6 8.2), whether
organization except as may otherwise be required by
initially or as a substitute, against whom OWNER or
Laws and Regulations. OWNER or ENGINEER may
ENGINEER may have reasonable objection.
furrush to any subcontractor, supplier or other person
CONTRACTOR shall not be required to employ any
or oreanization evidence of amounts paid to
Subcontractor, Supplier or other person or organization
CONTRACTOR in accordance with
to furnish or perform any of the Work against whom
CONTRACTOR'S "Applications for Payment"
CONTRACTOR has reasonable objection.
EJCDC GENERAL CONDITIONS 191" (1990 E(btim) 13
w/ CITY` OF FORT COLLINS MODIFICATIONS (REV 12000)
6.9.2. CONTRACTOR shall be solely responsible
for scheduling and coordinating the Work of
Subcontractors, Suppliers and other persons and
organizations performing or furnishing any of the
Work under a direct or indirect contract with
CONTRACTOR CONTRACTOR shall require all
Subcontractors, Suppliers and such other persons and
organizations performing or furnishing any of the
Work to communicate with the ENGINEER through
CONTRACTOR.
6.10. The divisions and sections of the Specifications and
the identifications of any Drawings shall not control
CONTRACTOR in dividing the Work among
Subcontractors or Suppliers or delineating the Work to be
performed by any specific trade.
6.11. All Work performed for CONTRACTOR by a
Subcontractor or Supplier will be pursuant to an
appropriate agreement between CONTRACTOR and the
Subcontractor or Supplier which specifically binds the
Subcontractor or Supplier to the applicable terms and
conditions of the Contract Documents for the benefit of
OWNER and ENGINEER. Whenever an), sueh ant
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Patent Fees and Royalties:
6.12. CONTRACTOR shall pay all license fees and
royalties and assume all costs incident to the use in the
performance of the Work or the incorporation in the Work
of any invention, design, process, product or device which
is the subject of patent rights or copyrights held by others.
If a particular invention, design, process, product or device
is specified in the Contract Documents for use in the
performance of the Work and if to the actual knowledge of
OWNER or ENGINEER its use is subject to patent rights
or copyrights calling for the payment of any license fee or
royalty to others, the existence of such rights shall be
disclosed by OWNER in the Contract Documents. To the
fullest extent permitted by Laws and Regulations,
CONTRACTOR shall indemnity and hold harmless
OWNER, ENGINEER, ENGINEERS Consultants and the
officers, directors, employees, agents and other consultants
of each and any of them from and against all claims, costs,
losses and damages arising out of or resulting from any
infringement of patent rights or copyrights incident to the
use in the performance of the Work or resulting from the
incorporation in the Work of any invention, design,
process, product or device not specified in the Contract
Documents
14 E.IMCGENERALCONDITIONS1910-8(1990EChlim)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000)
Permits:
6.13. Unless otherwise provided in the Supplementary
Conditions, CONTRACTOR shall obtain and pay for all
construction permits and licenses. OWNER shall assist
CONTRACTOR, when necessary, in obtaining such
permits and licenses. CONTRACTOR shall pay all
governmental charges and inspection fees necessary for
the prosecution of the Work, which are applicable at the
time of opening of Bids, or, if there are no Bids, on the
Effective Date of the Agreement. CONTRACTOR shall
pay all charges of utility owners for connections to the
Work, and OWNER shall pay all charges of such utility
owners for capital costs related thereto such as plant
investment fees.
6.14. Laws and Regulations:
6.14.1. CONTRACTOR shall give all notices and
comply with all Laws and Regulations applicable to
furnishing and performance of the Work. Except
where otherwise expressly required by applicable
Laws and Regulations, neither OWNER nor
ENGINEER shall be responsible for monitoring
CONTRACTOR's compliance with any Laws or
Regulations.
6.14.2. If CONTRACTOR performs any Work
knowing or having reason to know that it is contrary
to Laws or Regulations, CONTRACTOR shall bear
all claims, costs, losses and damages caused by,
arising out of or resulting therefrom; however, it shall
not be CONTRACTOR's primary responsibility to
make certain that the Specifications and Drawings are
in accordance with Laws and Regulations, but this
shall not relieve CONTRACTOR of
CONTRACTOR's obligations under paragraph 3.3.2.
Taxes
6.15. CONTRACTOR shall pay all sales, consumer,
use and other similar taxes required to be paid by
CONTRACTOR in accordance with the Laws and
Regulations of the place of the Project which are
applicable during the performance of the Work.
6.15.1. OWNER is exempt from Colorado State and
local sales and use taxes on materials to be
permanently incorporated into the project Said taxes
shall not be included in the Contract Price
Address:
Colorado Department of Revenue
State Capital Annex
1375 Sherman Street
Denver. Colomdo, 80261
Sales and Use Taxes for the State of Colorado,
Regional Transportation District (RTD) and certain
Colorado counties are collected by the State of
Colorado and are included in the Certification of
Exemption.
All applicable Sales and Use Taxes (including State
collected taxes), on any items other than construction
and —building materials physically incorporated into the
project are to be �d by CONTRACTOR and are to
be included in appropriate bid items.
Use of Premises.
616. CONTRACTOR shall confine construction
equipment, the storage of materials and equipment and the
operations of workers to the site and land and areas
identified in and permitted by the Contract Documents and
other land and areas permitted by Laws and Regulations,
rights -of -way, permits and easements, and shall not
unreasonably encumber the premises with construction
equipment or other materials or equipment.
CONTRACTOR shall assume full responsibility for any
damage to any such land or area, or to the owner or
occupant thereof or of any adjacent land or areas, resulting
from the performance of the Work. Should any claim be
made by any such owner or occupant because of the
performance of the Work, CONTRACTOR shall promptly
settle with such other party by negotiation or otherwise
resolve the claim by arbitration or other dispute resolution
proceeding or at law. CONTRACTOR shall, to the fullest
extent permitted by Laws and Regulations, indemnify and
hold harmless OWNER, FNGTNEER, ENGMEERs
Consultant and anyone directly or indirectly employed by
any of them from and against all claims, costs, losses and
damages arising out of or resulting from any claim or
action, legal or equitable, brought by any such owner or
occupant against OWNER, ENGINEER or any other party
indemnified hereunder to the extent caused by or lased
upon CONTRACTOR's performance of the Work.
6,17, During the progress of the Work, CONTRACTOR
shall keep the premises free from accumulations of waste
materials, rubbish and other debris resulting from the
Work. At the completion of the Work CONTRACTOR
shall remove all waste materials, rubbish and debris from
and about the premises as well as all tools, appliances,
construction equipment and machinery and surplus
materials. CONTRACTOR shall leave the site clean and
ready for occupancy by OWNER at Substantial
Completion of the Work. CONTRACTOR shall restore to
original condition all property not designated for alteration
by the Contract Documents-
6.18. CONTRACTOR shall not load nor permit any part
of any structure to be loaded in any manner that will
endanger the structure, nor shall CONTRACTOR subject
any part of the Work or adjacent property to stresses or
pressures that will endanger it
Record Documents:
619. CONTRACTOR shall maintain in a safe place at
the site one record copy of all Drawings, Specifications,
Addenda, Written Amendments, Change Orders, Work
Change Directives, Field Orders and written
interpretations and clarifications (issued pursuant to
paragraph 9.4) in good order and annotated to show all
changes made during construction These record
documents together with all approved Samples and a
counterpart of all approved Shop Drawings will be
available to ENGINEER for reference. Upon completion
of the Work, and prior to release of final payment, these
record documents, Samples and Shop Drawings will be
delivered to ENGINEER for OWNER
Safety and Protection:
620. CONTRACTOR shall be responsible for
initiating maintaining and supervising all safety
precautions and programs in connection with the Work.
CONTRACTOR shall take all necessary precautions for
the safety ol� and shall provide the necessary protection to
prevent damage, injury or loss to:
6.20.1. all persons on the Work site or who may be
affected by the Work,
6.20.2. all the Work and materials and equipment to
be incorporated therein, whether in storage on or off
the site; and
6.20.3. other property at the site or adjacent thereto,
including trees, shrubs, lawns, walks, pavements,
roadways, structures, utilities and Underground
Facilities not designated for removal, relocation or
replacement in the course of construction.
CONTRACTOR shall comply with all applicable Laws
and Regulations of any public body having jurisdiction for
safety of persons or property or to protect them from
damage, injury or loss, and shall erect and maintain all
necessary safeguards for such safety and protection.
CONTRACTOR shall notify owners of adjacent property
and of Underground Facilities and utility owners when
prosecution of the Work may affect them, and shall
cooperate with them in the protection, removal, relocation
and replacement of their property. All damage, injury or
loss to any property referred to in paragraphs 6.20.2 or
6.20.3 caused, directly or indirectly, in whole or in part, by
CONTRACTOR, any Subcontractor, Supplier or any
other person or organization directly or indirectly
employed by any of them to perform or furnish any of the
Work or anyone for whose acts any of them may be liable,
shall be remedied by CONTRACTOR (except damage or
loss attributable to the fault of Drawings or Specifications
or to the acts or omissions of OWNER or ENGINEER or
ENGI'VEER's Consultant or anyone employed by any of
them or anyone for whose acts any of them may be liable,
and not attributable, directly or indirectly, in whole or in
part, to the fault or negligence of CONTRACTOR or any
Subcontractor, Supplier or other person or organization
directly or indirectly employed by any of them).
CONTRACTOR's duties and responsibilities far the safety
and protection of the Work shall continue until such time
as all the Work is completed and ENGINEER has issued a
ESCDC GENERAL CONDITIONS 191 M (1990Edilim 1 15
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000)
notice to OWNER and CONTRACTOR in accordance
with paragraph 14.13 that the Work is acceptable (except as
otherwise expressly provided in connection with
Substantial Completion).
6.21. Safety Representative:
CONTRACTOR shall designate a qualified and
experienced safety representative at the site whose duties
and responsibilities shall be the prevention of accidents and
the maintaining and supervising of safety precautions and
programs.
Hazard Communication Programs:
622. CONTRACTOR shall be responsible for
coordinating any exchange of material safety data sheets or
other hazard communication information required to be
made available to or exchanged between or among
employers at the site in accordance with Laws or
Regulations.
Emergencies:
6.23. In emergencies affecting the safety or protection of
persons or the Work or property at the site or adjacent
thereto, CONTRACTOR, without special instruction or
authorization from OWNER or ENGINEER, is obligated to
act to prevent threatened damage, injury or loss.
CONTRACTOR shall give ENGINEER prompt written
notice if CONTRACTOR believes that any significant
changes in the Work or variations from the Contract
Documents have been caused thereby. If ENGINEER
determines that a change in the Contract Documents is
required because of the action taken by CONTRACTOR in
response to such an emergency, a Work Change Directive
or Change Order will be issued to document the
consequences of such action.
6.24. Shop Drawings and Samples-
6.24.1. CONTRACTOR shall submit Shop Drawings
to ENGINEER for review and approval in accordance
with the accepted schedule of Shop Drawings and
Sample submittals (see paragraph 29). All submittals
will be identified as ENGINEER may require and in
the number of copies specified in the General
Requirements. The data shown on the Shop Drawings
will be complete with respect to quantities,
dimensions, specified performance and design criteria,
materials and similar data to show ENGINEER the
materials and equipment CONTRACTOR proposes to
provide and to enable ENGINEER to review the
information for the limited purposes required by
paragraph 6.26.
6 24.2. CONTRACTOR shall also submit Samples to
ENGINEER for review and approval in accordance
with said accepted schedule of Shop Drawings and
Sample submittals. Each Sample will be identified
clearly as to material, Supplier, pertinent data such as
catalog numbers and the use for which intended and
otherwise as ENGINEER may require to enable
ENGINEER to review the submittal for the limited
F,1CDC GENERAL CONDITIONS 1910-8 (1990 Etiitim)
16 w, CITY OF FORT COLLINS MODIFICATIONS (REV 4t2000)
purposes required by paragmph 6.26. The numbers
of each Sample to be submitted will be as specified in
the Specifications.
6.25. Submittal Procedures:
6.25.1. Before submitting each Shop Drawing or
Sample, CONTRACTOR. shall have determined and
verified:
6.25.1.1. all field measurements, quantities,
dimensions, specified performance criteria,
installation requirements, materials, catalog
numbers and similar information with respect
thereto,
6.25.1.2. all materials with respect to intended
use, fabrication, shipping, handling, storage,
assembly and installation pertaining to the
performance of the Work, and
625.1.3. all information relative to
CONTRACTOR's sole responsibilities in respect
of means, methods, techniques, sequences and
procedures of construction and safety precautions
and programs incident thereto.
CONTRACTOR shall also have reviewed and
coordinated each Shop Drawing or Sample with other
Shop Drawings and Samples and with the
requirements of the Work and the Contract
Documents.
6.25.2. Each submittal will bear a stamp or specific
written indication that CONTRACTOR has satisfied
CONTRACTOR's obligations under the Contract
Documents with respect to CONTRACTOR's review
and approval of that submittal.
6.25.3. At the time of each submission,
CONTRACTOR shall give ENGINEER specific
written notice of such variations, if any, that the Shop
Drawing or Sample submitted may have from the
requirements of the Contract Documents, such notice
to be in a written communication separate from the
submittal; and, in addition, shall cause a specific
notation to be made on each Shop Drawing and
Sample submitted to ENGINEER for review and
approval of each such variation.
fi26. ENGINEER will review and approve Shop
Drawings and Samples in accordance with the schedule of
Shop Drawings and Sample submittals accepted by
ENGINEER as required by paragraph 2.9. ENGINEER's
review and approval will be only to determine if the items
covered by the submittals will, after installation or
incorporation in the Work, conform to the information
given in the Contract Documents and be compatible with
the design concept of the completed Project as a
functioning whole as indicated by the Contract
Documents. ENGfNEER's review and approval will not
extend to means, methods, techniques, sequences or
procedures of construction (except where a particular
means, method, technique, sequence or procedure of
construction is specifically and expressly called for by the
Contract Documents) or to safety precautions or programs
incident thereto. The review and approval of a separate
item as such will not indicate approval of the assembly in
which the item functions. CONTRACTOR shall make
corrections required by ENGINEER, and shall return the
equired number of corrected copies of Shop Drawings and
submit as required new Samples for review and approval.
CONTRACTOR shall direct specific attention in writing to
revisions other than the corrections called for by
ENGINEER on previous submittals.
6.27, ENGINEER's review and approval of Shop
Drawings or Samples shall not relieve CONTRACTOR
from responsibility for any variation from the requirements
of the Contract Documents unless CONTRACTOR has in
writing called ENGINEER's attention to each such
variation at the time of submission as required by
paragraph 6.25.3 and ENGINEER has given written
approval of each such variation by a specific written
notation thereof incorporated in or accompanying the Shop
Drawing or Sample approval, nor will any approval by
ENGINEER relieve CONTRACTOR from responsibility
for complying with the requirements of paragraph 6.25.1.
6.28. Where a Shop Drawing or Sample is required by
the Contract Documents or the schedule of Shop Drawing
and Sample submissions accepted by ENGINEER as
required by paragraph2.9, any related Work performed
prior to ENGINEER's review and approval of the pertinent
submittal will be at the sole expense and responsibility of
CONTRACTOR -
Continuing the Work:
6.29. CONTRACTOR shall carry on the Work and
adhere to the progress schedule during all disputes or
disagreements with OWNER. No Work shall be delayed or
postponed pending resolution of any disputes or
disagreements, except as permitted by paragraph 15.5 or as
OWNER and CONTRACTOR may otherwise agree in
writing.
6.30. CONTR4CTOR's General Warranty and
Guarantee:
6.30.1. CONTRACTOR warrants and guarantees to
OWNER, ENGINEER and ENGINEER's Consultants
that all Work will be in accordance with the Contract
Documents and will not be defective.
CONTRACTOR's warranty and guarantee hereunder
excludes defects or damage caused by:
6.30.1.1. abuse, modification or improper
maintenance or operation by persons other than
CONTRACTOR, Subcontractors or Suppliers, or
6.30.12. normal wear and tear under normal
usage.
6.30.2. CONTRACTOR's obligation to perform and
complete the Work in accordance with the Contract
Documents shall be absolute. None of the following
will constitute an acceptance of Work that is not in
accordance with the Contract Documents or a release
of CONTRACTOR's obligation to perform the Work
in accordance with the Contract Documents:
6.30.2.1. observations by ENGINEER;
6.30.2.2. recommendation of any progress or
final payment by ENGINEER;
630.2.3. the issuance of a certificate of
Substantial Completion or any payment by
OWNER to CONTRACTOR under the Contract
Documents;
6.30.2.4. use or occupancy of the Work or any
part thereof by OWNER,
6.302.5. any acceptance by OWNER or any
failure to do so;
6.30.2.6. any review and approval of a Shop
Drawing or Sample submittal or the issuance of a
notice of acceptability by ENGINEER pursuant
to paragraph 14,13;
6.30.2.7. any inspection, test or approval by
others; or
630.2.8. any correction of defective Work by
OWNER.
Indemnification:
6.31. To the fullest extent permitted by Laws and
Regulations, CONTRACTOR shall indemnify and hold
harmless OWNER, ENGNEER, ENGINEER's
Consultants and the officers, directors, employees, agents
and other consultants of each and any of them from and
against all claims, costs, losses and damages (including,
but not limited to, all fees and charges of engineers,
architects, attorneys and other professionals and all court
or arbitration or other dispute resolution costs) caused by,
arising out of or resulting from the performance of the
Work, provided that any such claim, cost, loss or damage:
(i) is attributable to bodily injury, sickness, disease or
death, or to injury to or destruction of tangible property
(other than the Work itself), including the loss of use
resulting therefrom, and (ii) is caused in whole or in part
by any negligent act or omission of CONTRACTOR, any
Subcontractor, any Supplier, any person or organization
directly or indirectly employed by any of them to perform
or furnish any of the Work or anyone for whose acts any
of them may be liable, regardless of whether or not caused
in part by any negligence or omission of a person or entity
indemnified hereunder or whether liability is imposed
upon such indemnified party by Laws and Regulations
regardless of the negligence of any such person or entity.
6.32_ In any and all claims against OWNER or
ENGINEER or any of their respective consultants, agents,
officers, directors or employees by any employee (or the
survivor or personal representative of such employee) of
CONTRACTOR, any Subcontractor, any Supplier, any
person or organization directly or indirectly employed by
EICDC GENERAL CONDITIONS 191" (1990 Edition) 17
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000)
any of them to perform or furnish any of the Work or
anyone for whose acts any of them may be liable, the
indemnification obligation under paragraph 6.31 shall not
be limited in any way by any limitation on the amount or
type of damages, compensation or benefits payable by or
for CONTRACTOR or any such Subcontractor, Supplier or
other person or organization under workers' compensation
acts, disability benefit acts or other employee benefit acts.
6,33. The indemnification obligations of
CONTRACTOR under paragraph6.31 shall not extend to
the liability of ENGINEER and ENGINEER's Consultants,
officers, directors, employees or agents mused by the
professional negligence, errors or omissions of any of them.
Survival of Obligations:
6.34. All representations, indemnifications, warranties
and guarantees made in, required by or given in accordance
with the Contract Documents, as well as all continuing
obligations indicated in the Contract Documents, will
survive final payment, completion and acceptance of the
Work and termination or completion of the Agreement.
ARTICLE 7--OTIIER WORK
Related Work at Site:
7.1. OWNER may perform other work related to the
Project at the site by OWNER's own forces, or let other
direct contracts therefor which shall contain General
Conditions similar to these, or have other work performed
by utility owners. If the fact that such other work is to be
performed was not noted in the Contract Documents, then:
(i) written notice thereof will be given to CONTRACTOR
prior to starting any such other work and
(ii) CONTRACTOR may make a claim therefor as
provided in Articles 11 and 12 if CONTRACTOR believes
that such performance will involve additional expense to
CONTRACTOR or requires additional time and the parties
are unable to agree as to the amount or extent thereof
7.2. CONTRACTOR shall afford each other contractor
who is a party to such a direct contract and each utility
owner (and OWNER, if OWNER is performing the
additional work with OWNER's employees) proper and
safe access to the site and a reasonable opportunity for the
introduction and storage of materials and equipment and
the execution of such other work and shall properly connect
and coordinate the Work with theirs. Unless otherwise
provided in the Contract Documents, CONTRACTOR
shall do all cutting, fitting and patching of the Work that
may be required to make its several parts come together
properly and integrate with such other work.
CONTRACTOR shall not endanger any work of others by
cutting, excavating or otherwise altering their work and
will only cut or alter their work with the written consent of
ENGINEER and the others whose work will be affected
The duties and responsibilities of CONTRACTOR under
this paragraph are for the benefit of such utility owners and
other contractors to the extent that there are comparable
1 EICDC GENERAL CONDITIONS t910-8 (1990 Edi ai)
w/ C1 TY OF FORT COLLINS MODIFICATIONS (REV 4/2000)
provisions for the benefit of CONTRACTOR in said
direct contracts between OWNER and such utility owners
and other contractors.
7.3. If the proper execution or results of any part of
CONTRACTOR's Work depends upon work performed
by others under this Article 7, CONTRACTOR shall
inspect such other work and promptly report to
ENGINEER in writing any delays, defects or deficiencies
in such other work that render it unavailable or unsuitable
for the proper execution and results of CONTRACTOR's
Work. CONTRACTOR's failure so to report will
constitute an acceptance of such other work as tit and
proper for integration with CONTRACTOR's Work
except for latent or nonapparent defects and deficiencies
in such other work.
Coordination:
74. If OWNER contracts with others for the
performance of other work on the Project at the site, the
following will be set forth in Supplementary Conditions:
7.4.1. the person, fine or corporation who will have
authority and responsibility for coordination of the
activities among the various prime contractors will be
identified;
7.4.2. the specific matters to be covered by such
authority and responsibility will be itemized, and
T4.3. the extent of such authority and
responsibilities will be provided.
Unless otherwise provided in the Supplementary
Conditions, OWNER shall have sole authority and
responsibility in respect of such coordination.
ARTICLE 8--OWNER'S RESPONSIBILITIES
8.1. Except as otherwise provided in these General
Conditions, OWNER shall issue all communications to
CONTRACTOR through ENGINEER.
8.2. In case of termination of the employment of
ENGINEER, OWNER shall appoint an engineer againsE
whose status under the Contract Documents shall be that
of the former ENGINEER
8.3. OWNER shall furnish the data required of
OWNER under die Contract Documents promptly and
shall make payments to CONTRACTOR promptly when
they are due as provided in paragraphs 14.4 and 14.13.
8.4, OWNER's duties in respect of providing lands
and easements and providing engineering surveys to
establish reference points are set forth in paragraphs 4.1
and 4.4. Paragraph 4.2 refers to OWNER's identifying
and making available to CONTRACTOR copies of
reports of explorations and tests of subsurface conditions
at the site and drawings of physical conditions in existing