HomeMy WebLinkAboutBID - 6099 DRAKE ZIEGLER IMPROVEMENT PHASE IIICONTRACT 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 009001
00950 Contract Change Order 00950-1 - 00950-2
00960 Application for Payment 00960-1 - 00960-4
SPECIFICATIONS
General
Technical
4 0
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
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
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
Rev 10/20/07 Section 00100 Page 2
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 ENGIIdEERs opinion to protect OWNER
from loss because
14 7 1 the Work is defective or completed Work has
been damaged requiring correction or replacement
1472 the Contract Price has been reduced by
Written Amendment or Change Order
1473 OWNER has been required to correct
defective Work or complete Work in accordance with
paragraph 13 14 or
1474 ENGINEER has actual knowledge of the
occurrence of any of the events enumerated in
paragraphs 15 2 1 through 15 2 4 inclusive
OWNER may refuse to make payment of the full amount
recommended by ENGINEER because
1475 clams have been made against OWNER on
account of CONTRACTORS performance or furnishing
of the Work
1476 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
1478 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 most 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 OWNERS satisfaction the
reasons for such action
Sabsmnhal Complehon
148 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 It ENGINEER
30 EICDC GENERAL CONDITIONS 19108(1990 Emmm)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000)
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 finalpayment OWNER shall have seven
days after receipt of the tentative certificate during wluch
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
OWNERS 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 beliefs justified after
consideration of any objections from OWNER At the
time of delivery of the tentative certificate of Substantial
Completion ENGINEER will delivs 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 warmruis and guarantees Unless OWNER and
CONTRACTOR agree otherwise in writing and so inform
ENGINEER in writing prior to ENGINEERS issuing the
definitive certificate of Substantial Complebon,
ENGINEERS aforesaid recommendation will be binding
on OWNER and CONTRACTOR until final payment
149 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
Partial Uhhrnhon
1410 Use by OWNER at OWNERS option of any
substantially completed part of the Work, which (i) has
specifically been identified in the Contract Documents or
(u)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
CONTRACTORS 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 inwriting to permit OWNER to use
any such pert 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 Wntlun a reasonable time after either
such request, OWNER, CONTRACTOR and
ENGINEER shall make an inspection of that part of
the Work to determme 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 witting 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 � 15 in respect of
property insurance
Final Inspection
1411 Uport written notice from CONTRACTOR that the
entire W ork or an agreed portion thereof is complete
ENGINEER will make a final inspection with OWNER
and CONTRACTOR and will notify CONTRACTOR in
venting of all particulars in which this inspection reveals
that the Wok its incomplete or defective CONTRACTOR
shall immediately take such measures as are necessary to
complete such work or remedy such deficiencies
Final Appheanon for Payment
1412 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 619) 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 subpamgraph5413
(u) consent of the surety if any to final payment, and
(ill)complete and legally effective releases or waivers
(satisfactory to OWNER) of all Liens ansvng 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 famish receipts or releases in full
and affidavit of CONTRACTOR that (1) the releases and
receipts include all labor services, matenal and equipment
for which a Lien could be filed, and (it) all payrolls,
maternal and equipment bills, and other indebtedness
connected with the Work for which OWNER or OWNERS
property might many way be responsible have been paid or
otherwise satisfied If any Subcontractor or Supplier fails
EICDC GENERAL. CONDITIONS 1910-8 (1990 E ktim)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000)
to famish such a release or receipt in full
CONTRACTOR may famish a Bond or other collateral
satisfactory to OWNER to indemnify OWNER against
any Lien Releases or waivers of (tens and the consent of
the surety to finalize payment are to be submitted on
forms conforming to the format of the OWNER S standard
forms bound in the Project manual
Final Payment and Acceptance
1413 If on the basis of ENGINEERS observation of
the Work during construction and final inspection and
ENGINEERS 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 CONTRACTORS other
obligations under the Contract Documents have been
fulfilled, ENGINEER will within ten days after receipt of
the fault Application for Payment, indicate in writing
ENGINEERS 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 witting 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 ENGINEERS recommendation and notice of
acceptability the amount recommended by ENGINEER
will become due and will be paid by OWNER to
CONTRACTOR subject to paragraph 1762 of these
General Conditions
1414 If through no fault of CONTRACTOR, final
completion of the Work its significantly delayed and if
ENGINEER so confirms OWNER shall upon recelpt of
CONTRACTORS 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 Wok not
fully completed or corrected is less than the retamage
stipulated in the Agreement, and of Bonds have been
furnished w required in paragraph 5 1 the written consent
of the surety to the payment of the balance due for that
portion of the Wok fully completed and accepted stall be
submitted by CONTRACTOR to ENGINEER with the
Application for such payment Such payment shall be
made under the terms and conditions governing final
payment, except that it shall not constitute a waiver of
claims
Wmver of Clams.
1415 The making and acceptance of final payment will
constitute
14 15 1 a waiver of all claims by OWNER against
CONTRACTOR, except clamps arising from
unsettled Liens, from defective Work appearing after
kill
final Inspection pursuant to paragraph 14 11 from
failure to comply with the Contract Documents a the
terms of any special guarantees specified therein, or
from CONTRACTORS continuing obligations under
the Contract Documents and
14 15 2 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
OWNER May Suspend Work
151 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 12
OWNER Way T®mint¢
152 Upon the occurrence of any one or more of the
following events
1� 2 1 if CONTRACTOR persistently fails to perfonn
the Work in accordance with the Contract Documents
(tncluding, 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 paragraph29 as adjusted from time to time
pursuant to paragmph 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
1524 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
CONTRACTORS 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 o
conversion) incorporate in the Work all materials and
equipment stored at the site or for which OWNER has paid
32 EICDC OENERAL CONDITIONS 19104 (1990 Urn.)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000)
CONTRACTOR but which are stored elsewhere and
finish the Work as OWNER may dean 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, costs,
losses 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, losses 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 mcrorporated 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
153 Where CONTRACTORS 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
154 Upon seven days written notice to
CONTRACTOR and ENGINEER OWNER may
without cause and without prejudice to any other right a
remedy of OWNER, elect to terminate the Agreement In
such case CONTRACTOR shall be paid (without
duplication of any items)
15 41 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 4 2 for expenses sustained prior to the effective
date of termination in performing services and
furnshing 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 4 3 for all claims, costs, losses and damages
incurred in settlement of terminated contracts with
Subcontractors, Suppliers and others and
15 44 for reasonable expenses directly attributable
to termination
CONTRACTOR shall not be paid on account of lass of
anticipated profits or revenue or other economic loss
arising out of or resulting Gom such termination
CONTRACTOR May Slop Work or Terminate
155 I( 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 fads to act on any Application
for Payment within thirty days after it is submittal or
OWNER fails for thirty days to pay CONTRACTOR any
sum finally determined to be due then CONTRACTOR
may upon seven days written nonce 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 155 are not
intended to preclude CONTRACTOR from making clan
under Articles 11 and 12 for an increase in Contract Price
or Contract Times or otherwise for expenses or damage
directly attributable to CONTRACTORs stopping Work as
penned by this paragraph
ARTICLE 16—DISPUTE RESOLUTION
If and to the extern 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 Exlubt 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
912 OWNER and CONTRACTOR may eceruse 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
GYving'Votice
171 Whenever any provision of the Contract
Documents requires the pving 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 lira 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 busmess address known to the giver of the notice
172 Computation of Tune
17 2 1 When any penod of time is referred to in the
Contract Documents by days it will be computed to
exclude the first and include the last day of such
period If the last day of any such period fails on a
Saturday or Sunday or on a day made a legal holiday
by the law of the applicable junsdictiort, such day will
be omitted from the computation
EICDC GENERAL CONDITIONS 1910-5 (1990 Earn®)
w/ CITY OF FORT COLLINS MODIFICATIONS OR 42000)
17 2 2 A calendar day of twenty four hours measured
from midnight to the next midnight will constitute a
day
Notice of Clain
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
partys employees or agents or others for whose acts the
other party is legally liable clams 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
174 The duties and obligations imposed by these
General Conditions and the rights and remedies available
hereunder to the Ferries hereto, and, in particular but
without limitation, the warranties guarantees and
obligations unposed upon CONTRACTOR by
paragraphs 612 616 630 631 632 131 1312 1314
14 3 and 15 2 and all of the rights and remedies available
to OWNER and ENGINEER thereunder me in addition
to and are not to be construed in any way as a Imitation
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
Professorial Fees and Court Costs Included.
175 Whenever reference is made to claims, costs
losses and damages it shall include in each case but not
be limited to all fees and charges of engirieers, architects,
attorneys and other professionals and all court or
arbitration or other dispute resolution costs
176 The laws of the State of Colorado apply to this
Agreement Reference to two oestinem Colorado statutes
are as follows
1762 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 claims for labor, materials, team lire,
sustenance proymoris provender, or other strophes
used or consumed by CONTRACTOR or his
33
34 E]CDC GENERAL CONDITIONS 1910-8(1990 EAtim)
w/ CITY OF FORT COLMNS MODIFICATIONS (REV 42000)
(Ttas page left blank Intentionally)
ESCDC GENERAL CONDITIONS 19105 (1990 Editim) 39
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4Q000)
EJCDC GENERAL CONDITIONS 1910-8 (1990 ENum)
36 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000)
EXHIBIT GC -A to General Conditions
of the Construction Contract Between
OWNER and CONTRACTOR
DISPUTE RESOLUTION AGREEMENT
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
161 All clams, 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 1415) will be decided by arbitration in
accordance with the Construction Industry Arbitration
Rules of the American Arbitration Association then
obtaining subject to the Imitations 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 thts Article 16 will be specifically enforceable
under the prevathng law of any court having jurisdiction
162 No demand for arbitration of any claim dispute
or other matter that is required to be referred to
ENGINEER uutially 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 parties 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 clam 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 future
to demand arbitration within said thirty days period will
result in ENGINEERS decision being final and binding
upon OWNER and CONTRACTOR If ENGINEER
renders a decision after arbitration proceedings have been
vuhated, such decision may be entered as evidence but will
not supersede 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 malting such demand has
delivered written notice of intention to appeal as provided
in paragraph 9 10
163 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 copy will
be sent to ENGINEER for information The demand for
arbitration will be made within the thirty -day or ten-day
period specified in paragraph 16 2 as applicable and in all
other cases within a reasonable time after the clam dispute
or other matter in question has ansen and in no event shall
any such demand be made after the date when institution of
legal or equitable proceedings based on such clam dispute
or other matter in question would be barred by the
applicable statute of Imitations
164 Except As provided in paragraph 165 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 ENGINEERS Consultant and the officers
directors agents, employees or consultants of any of them)
who Is not a parry to this contract unless
164 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
165 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 clams tight or cause of action in favor of
Subcontractor and against OWNER, ENGINEER or
ENGINEERS Consultants that does not otherwise exist
166 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
167 OWNER and CONTRACTOR agree that they
shall first submit any and all unsettled clams,
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 pnor to either of them initiating
against the other a demand for arbitration pursuant to
paragraphs 161 through 166 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 artatratton as proe ided 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
days after the termination of the mediation The mediator
of any dispute submitted to mediation under this Agreement
shall not serve as arbitrator of such dispute unless otherwise
agreed
EICDC GENERAL CONDITIONS 1910 8 (1990 E(hnm) OC Al
.1 CITY OF FORT COLLINS MODIFICATIONS (REV 9/99)
EJCDC GENERAL CONDITIONS 1910 8 (1990 Edtim)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9194)
GC Al
40
SECTION 00800
SUPPLEMENTARY CONDITIONS
furnishing of the Work
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
Rev 10/20/07 Section 00100 Page 3
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-4 2 Subsurface and Physical Conditions
A Add the following language to paragraph 4 2 1 of the General
Conditions
4 2 1 1 1 The following report(s) of exploration and tests of
subsurface conditions at the site of the Work
Contractor may rely upon the accuracy of the technical data
contained in the gentechnical documents, but not upon nontechnical
data, interpretations or opinions contained therein or upon the
completeness of any information in the report
B 4 2 1 2 1 No drawing of physical conditions in or relating to
existing surface or subsurface structures (except Underground
Facilities referred to in Paragraph 4 3) which are at or contiguous
to the site have been utilized by the Engineer in preparation of
the Contract Documents, except the following
CTL Thompson
Subgrade Investigation
Drake and Ziegler Roads,
Environmental Drive to Horsetooth Road, Fort Collins, CO
April 2, 2008
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
Rev 10/20/07 Section 00800 Page 1
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)
54 9This policy will include completed operations coverage/product
liability coverage with limits of $1,000,000 combined single limits
(CSL)
SC-12 3 Add the following language to the end of paragraph 12 3
Contractor will include in the project schedule N/A days lost due to
abnormal weather conditions
Rev 10/20/07 Section 00800 Page 2
SECTION 00900
ADDENDA, MODIFICATIONS AND PAYMENT
00950 Contract Change Order
00960 Application for Payment
Rev 10/20/07
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 % OF THIS CHANGE ORDER
TOTAL C 0 % OF ORIGNINAL CONTRACT
ADJUSTED CONTRACT COST $ 0 00
(Assuming all change orders approved)
ACCEPTED BY DATE
Contractor's Representative
ACCEPTED BY DATE
Project Manager
REVIEWED BY DATE
Title
APPROVED BY DATE
Title
APPROVED BY DATE
Purchasing Agent over $30,000
cc City Clerk Contractor
Project File Architect
Engineer Purchasing
Rev 10/20/07 Section 00950 Page 1
,It
w
O
w
O
¢
a
ww00
bozo
z p C7 W
oQmo
F U 0 uj
¢ IL O w
U d ER a
EL ¢ a
a
¢
C
0
F-
z
O
F- U
z
W
Q
d
2
O
LL F
Ow
H Q
U d
J
a
a
C_
O
U
0
LL
0
U
tr
W
LU
2 Z
W
z
O W
x
W
0
O
W
CD
2
U
0
0
0
U
m
m
m
U
c
�
N
3
m
m
m
z
J
0
m
O
Q
O
N
o
c
U
m0
o
a
CD
0 0)
o
(A
0-
Q
E
CL
m a
z D <
Q
N
2
m
M
SmpU
Y`
L .m-. N
m
E a
W
=0
C
O m
C G O
00 E>
j C
0
U c
�V
O ;9
F-
n;
m
C
dV
J N
O y
O
F-w
m
Oz
UF-�
Q�
Q
z O
z o
O
Q
n
O
�
O
m
C
m
L
U
a
m
N M
C
WLU
L
ao
f
U
z
Z
c
Q 0
09
a
mz
mz
�O
13
m
m
0
N
0
K
C
U
N
V N =
LL LL m
O
N y 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
LU
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
C� E O61!>64!>v>69e>e9.e>60se>e3,e>e3.e>e>u>u>b9u>e>u9p6>61>u>61>64e>606e>e3,e>u>u>u>
a �w �
N
0
C -p
d N O
( H d
O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O
j 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
'D EV 409409 609 b0960643, ON- 60 V> 60 U!> 61)-64� Hwil W!> H W)� W) W� 60 V3, b09 U9, U!>b09 V9�b0940960b09 b09
N a
Y C'
d
�U�o Ci
�000000000000000000000000000000000
000000000000000000000000000000000
v
a
N 7 9N
O O
Udd
d
Z
W
C O O O o 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
}Q
000a00000o00a000000000000000000000
E u> v> u> u> u> u> rs> f» e> e> V> e% &% &9' e> E» E» v> v> v> v> e» v> e» v> 64 69 u> e> e> e> F» F»
a �
a
�<°i�0
Ci
�00000a000000000000000000000000000
�00o00o000000000o0o0000000000o0000
0000000000000000000000000000000000
E e> e> e> e> e> e> e> v> vi vi v> u> u> u> u> u> u> u> e> e> e> e> e> e> e> v> v> e> e> u> u> e> 59
a
N
c
N
H
Z
T
7
O
m
<
a
C7
H
U
0
o
a
Z
U
O
aNi
U
0
a
E
E
d
CO
Z
w
V
LL
O
w
0
a
c
U O
N
Gl =
IL m
-0 E
m =2
0o0000O00oo000000000CDC 000000000
0000000000000000000000000000000
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
E9 69 613,643, EA fA EA EA EA EA EA b9 b9 EA Efl EA fA 613 EA EA EA 60� b9 b9 EA fA f9 fH fA fA f9
O O O O O O O O O O O o O O O O O O O O O O O O O O O O O O O O
O O O o O O O O O O O O O O O O O O O O O o O O O O O O O O O O
O O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
b9 EA fA 09! EA EA Efl b9 60d fH ff! fA EA ffi fA EA Wfl fH W. W. WA V9! 0% EA 6% G%! fA fH 60i Hi 60! EH
000000000000000000000000000000000
j 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
E000000��V>�0C9�000000000�6e��69O �90>H9 H9 b9 Q%e%b9 b9 b99�E969��&49 60M
Q
C O O O O O O O O O O O O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O
E6"* 6-� 6!> 6!> 6�> w"9696969&% 6F� U9. 6.� 60�69uq� 60� 6'� 6-� 60�606% V% &q.W�
Q
O O O O O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
C o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O o o O o o 0 o 0 0 0 O O O O O O O O o O o O o o o O O O O O O O
EEH 69 tog,64 fA fH fH 64 69 69 EH 64 E9 05) ui EA 64 fH 6% fH 69 EH EA 49 di 64 EA fA 64 fA fH lA w
Q
N
c
I
y.
N
a
ro
w
O
O
O
G
O
H
+J
U
N
U.
ro
a,
0
rn
0
0
C
0
4J
u
U
N
Drake/Ziegler Improvement Project Phase III
Date Apra 3 2008
DRAKE/ZIEGLER IMPROVEMENT PROJECT PHASE III
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 — (Owner Supplied)
General Reqs
8
01340
SHOP DRAWINGS
General Reqs
9 12
01410
TESTING
General Reqs
1314
01510
TEMPORARY UTILIITIES
General Reqs
15
01560
TEMPORARY CONTROL
General Reqs
16 17
01570
TREE PROTECTION
General Reqs
18 19
01580
TRAFFIC REGULATION — (City of Fort Collins Supplied)
General Reqs
2022
01700
CONTRACT CLOSEOUT
General Reqs
23
01711
SITE CLEANUP
General Reqs
24
01720
PROJECT RECORD DOCUMENTS
General Reqs
25
02900
PLANTING
General Reqs
2638
P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase III\Drake Ziegler Phase 3 Geneml Specs doc
General Reqs 1
Drake/Ziegler Improvement Protect Phase III
SECTION 01010
SUMMARY OF WORK
1 1 DESCRIPTION OF WORK
A The Work shall consist of the construction of the outlined improvements
BID NO 6099
Date April 3 2008
Drake/Zieeler Improvement Protect Phase III
The third phase of construction will complete the Drake -Ziegler Improvements The project
will connect Drake Road (east of Environmental Drive) to Ziegler Road (north of the
Horsetooth/Ziegler Intersection) The work includes installing 2 box culverts (one CIP one
Precast) curb & gutter concrete sidewalk & bikepath storm sewer systems fly ash base
course and asphalt roadway The project has already been built to subgrade elevation and the
City does not anticipate substantial earthwork outside of structure excavations
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
12 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 Contractors
convenience
UTILITIES
Water City of Fort Collins Colorado 221 6681
Fort Collins Loveland Water District 2263104
Storm Sewer City of Fort Collins Colorado 221 6589
P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase III\Dmke Ziegler Phase 3 General Specs dm
General Reqs 2
8 0 LIQUIDATED DAMAGES
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
Rev 10/20/07 Section 00100 Page 4
Drake/Ziegler Improvement Project Phase III
Sanitary Sewer
Electric
Gas/Electnc
Telephone
Traffic Operations
Cable Television
Electric
Utility Locates
FCRID Ditch Rider
Box Elder Ditch Rider
AGENCIES
Date April 2008
City of Fort Collins Colorado
221 6681
City of Fort Collins Colorado
221 6700
Xcel Energies
225 7847
Qwest Communications
3776401
City of Ft Collins Colorado
221 6630
Comcast
493 7400
Poudre Valley REA
226 1234
Under A One -call @ system
1 800-922 1987
North Poudre Irrigation Company
5683612
Box Elder Ditch Company
4823067
Occupational Safety & Health Administration
(OSHA)
8443061
Poudre Fire Authority
Non Emergency
221 6581
Emergency
911
City of Fort Collins Police Department
Non Emergency
221 6550
Emergency
911
Lanmer County Sheriffs Department
Non Emergency
221 7177
Emergency
911
Postmaster US Postal Service
Judith Robertson
2254111
Ambulance Poudre Valley Hospital
Non Emergency
484 1227
Emergency
911
Transportation
Transfort
2216620
Traffic Engineering
221 6630
END OF SECTION
P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase III\Dmke Ziegler Phase 3 General Specs doc
General Reqs 3
Drake/Ziegler Improvement Protect Phase III
SECTION 01040
I 1 GENERAL CONTRACTOR RESPONSIBILITIES
Date Apra 3 2008
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
R 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 To work
with the local fire and police departments to ensure the traffic control plan is followed in emergency
situations with no exceptions of disruption to traffic flow
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
12 SCHEDULE AND MILESTONES
The Contractor shall submit a detailed project schedule showing milestones and the critical path for
Drake/Ziegler Improvement Protect Phase III 2008 This schedule shall be agreed to by both the Owner
and Contractor It shall be made in writing and signed by both parties
13 CONFERENCES
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
8 At this time the superintendent will be expected to show that he has sufficient knowledge of the
specifications and plans to orchestrate and coordinate the construction actives for this lob
B. Additional project coordination conferences will be held prior to start of construction for coordination of
the Work refining project schedules and utility coordination
P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Protect Phase 111\Dmke Ziegler Phase 3 General Specs doc
General Reqs 4
Drake/Ziegler Improvement Project Phase III
Date Aprd3 2008
C The Engineer may hold coordination conferences to be attended by all parties involved when the
Contractors 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
14 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
P \Bids\2008 BIDS 6078\6099 Drake Zigeier Improvement Project Phase 111\Drake Ziegler Phase 3 General Specs doc
General Reqs 5
Drake/Ziegler Improvement Pmjmt Phase III
SECTION 01310
CONSTRUCTION SCHEDULES
11 GENERAL
Date April 3 2008
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 matenals
12 FORMAT AND
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
2 The contractor will be required to submit a weekly progress schedule showing work to be completed
labor equipment work hours and methods of construction for the up coming week This schedule will
be required every Thursday in a daily calendar format
C The schedule must show how the street storm sewer concrete and paving work will be coordinated
13 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
14 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
1 Anticipated problems recommended actions and their effects on the schedule
2 The effect of changes on schedules of others
P \Btds\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase 111\Drake Ziegler Phase 3 General Specs doc
General Reqs 6
Drake/Ziegler Improvement Pmjmt Phase III
15 OWNER'S RESPONSIBILITY
Date Aprd 3 2008
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
P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase III\Doke Ziegler Phase 3 General Specs doc
General Reqs 7
Drake/Ziegler Improvement Project Phase III
SECTION 01330
SURVEY DATA
11 SURVEY REQUIREMENTS
Date April 3 2008
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 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
D 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
E 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 restakmg construction stakes and for the cost of re establishing a destroyed monument
F The Contractor must submit a survey request to the Surveyors a minimum of 48 hours prior to need
surveying work done
END OF SECTION
P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase III\Drake Ziegler Phase 3 Genml Specs doe
General Reqs 8
Drake/Ziegler Improvement Project Phase ID
SECTION 01340
SHOP DRAWINGS
11 GENERAL
Date April 3 2008
A Submit Shop Drawings Samples and other submittals as required by mdividual 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 Engmeer pnor 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 Engineers 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
Engineers 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 Engineers mark "NO EXCEPTION TAKEN" in the performance of
the Work
Review status designations listed on Engineers submittal review stamp are defined as follows
I 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 Engineers notations Contractor is to proceed with the Work in accordance with
Engineers 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
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
P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase 111\Drake Ziegler Phase 3 General Specs doc
General Reqs 9
DrakeMegier Improvement Project Phase III
Date Aprd3 2008
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
12 SUBMITTAL REGISTER
A The Contractor shall complete the Submittal Register and submit with the Final Construction Schedule
subnuttal 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 1 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 8 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
13 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 manufacturers specifications and data, instructions performance
characteristics and capacities and other information specified or necessary
a For Engineer to deternme 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
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
P \Btds\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase 111\Dmke Ziegler Phase 3 Geneml Specs due
General Reqs 10
Drake/Ziegler Improvement Project Phase III
Date April 3 2008
Minimum sheet sae 8 '/z x 11
Clearly mark each copy to identify pertinent products and models
hndividually 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
Individually annotate catalog sheets to Identify applicable Items
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
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 and schedule or room numbers shown in the Contract
Documents
f Deviations from Contract Documents
g Revisions on re submittals
It Contractors 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
14 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 Thee (3) copies minimum two (2) copies which will be retained by Engineer
15 RESUBMISSION REQUIREMENTS
A Make corrections or changes required by Engineer and resubmit until accepted
B In writing call Engineers 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
P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase III\Drake Ziegler Phase 3 General Specs doe
General Reqs 11
Drake/Ziegler Improvement Project Phase III
Date April 2008
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
P \Bids\2008 BIDS 6078\6099 Drake Zrgeler Improvement Project Phase III\Drake Ziegler Phase 3 General Specs doe
General Reqs 12
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
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)
11 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
Rev 10/20/07 Section 00100 Page 5
Drake/Zregier Improvement Protect Phase III Date April 3 2008
SECTION 01410
TESTING
11 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 maybe 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
12 OWNER'S RESPONSIBILITIES
A Owner shall be responsible for and shall pay all costs in connection with testing for the following
1 Sod 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
13 CONTRACTOR'S RESPONSIBILITIES
A In addition to those inspections and tests called for in the General Conditions the Contractor shall also be
responsible 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 12 above
3 All minimum call out charges or stand by time charges from the tester due to the Contractors 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
14 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 The 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 Contractors control system shall specifically include all testing required by the various
P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Protect Phase III\Drake Ziegler Phase 3 Generat Specs doc
General Reqs 13
Drake/Ziegler Improvement Project Phase III
sections of these Specifications
Date April 3 2008
B Superintendence The Contractor SHALL employ a full time Superintendent whose sole responsibility is
to monitor and coordinate all facets of the Work The Superintendent shall be on site when work is in
progress (I a weekend work) The Superintendent shall have adequate experience to perform the duties of
Superintendent The superintendent shall have the authority to act on behalf of the CONTRACTOR The
superintendent shall not be replaced without written notice to the Owner and Engineer
C Quality Control Contractors 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 Contractor is responsible for documenting all inspections and tests as
required by each section of the Specifications Provide copies to the Engineer weekly
END OF SECTION
P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase III\Drake Ziegler Phase 3 General Specs doc
General Reqs 14
Drake/Ziegler Improvement Project Phase III
SECTION 01510
TEMPORARY UTILITIES
11 UTILITIES
A Furnish all utilities necessary for construction
Date Apra3 2008
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 City of
Fort Collins Water Utilities 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 the Owner shall operate existing valves and hydrants
12 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 traders (if office traders are required) and a minimum of one at each project work site or as required to
accommodate the number of personnel working on site One facility will be delivered to the City of Fort
Collins Project trailer
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
P IBidsI2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase IlnDiake Ziegler Phase 3 General Specs doc
General Reqs 15
Drake/Ziegler Improvement Project Phase III
SECTION 01560
TEMPORARY CONTROLS
1 1 NOISE CONTROL
Date Apra 3 2008
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 30 p in and 6 30 a in
12 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 projects health and safety plan At a
mmimum 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 drams 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 drams and culverts
14 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
D Comply with the City of Fort Collins' Storm Drainage Erosion Control Manual and Plan
E It shall be the Contractor's responsibility to obtain and manage the Colorado Dept of Public Health
P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Proimt Phase III\Drake Ziegler Phase 3 General Specs doc
General Reqs 16
Drake/Ziegler Improvement Project Phase III
Date Apra 3 2008
and Evironment's Storm Water Management Plan (SWMP) There are two existing SWMP s on this
project that should be transferred to the Contractor One is held by Gerrard Excavating (from Drake
Ziegler Phase 2) Permit # COR 03C680 The other is held by Gamey (from sanitary sewer installation)
15 WATER CONTROL
A A portion of the project work is located within a natural drainage course and is subject to periodic higher
water levels due to rainfall runoff snowmelt flows from adjacent developed areas storm water pipes and
ground water flows from saturated soils or other ground water sources The contractor is responsible for
managing water within the construction site and protecting property
16 PERMITS
A It shall be the responsibility of the Contractor to obtain Construction Dewatenng Permits from the Colorado
State Health Department for any dewatering operations that will discharge into any drainage ways open
channels or imganon ditches The Contractor shall be responsible for any testing required under the
Construction Dewatenng Permit
17 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
B 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
P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase 111\Dmke Ziegler Phase 3 General Specs doc
General Reqs 17
Drake/Ziegler Improvement Project Phase III
TREE PROTECTION
Date Apra 3 2008
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 Poisomne
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 Promne 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 a
stump grinder operated by an experienced licensed arbonst 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 dung the
installation of tree protection 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
E No damaging attachments, wires, signs, permits or other objects may be fastened by any means to
any tree preserved on this project
P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase III\Drake Ziegler Phase 3 Genial Specs doc
General Reqs 18
Drake/Ziegkr Improvement Project Phase III
Date Apra 3 2008
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) iftwo 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
P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase III\Dmke Ziegler Phase 3 General Specs doc
General Reqs 19
Drake/Ziegler Improvement Project Phase III
SECTION 01580
TRAFFIC REGULATION
1 1 TRAFFIC CONTROL
Date April 3 2008
A The traffic control for this project shall be the responsibility of the Owner Traffic control is defined
as those devices necessary to channelize vehicular and pedestrian traffic through the project The
Contractor is responsible for applying their costs associated to their predicted calendar day schedule to
determine the lump sum amount
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
NOTE A minimum of six (6) specialty signs will be required to be installed at locations acceptable by
the City of Fort Collins Traffic Operations Department throughout the project noftfying the traveling
public of the dates and location of the closure
Drake/Zieeler Improvement Proiect Phase III
Drake/Zie¢ler
The currently closed portions of Drake and Ziegler Roads will remain closed until the road is completed
The Owner may at their discretion open the roadway while landscaping sidewalk and punchlist work is
completed The City will provide traffic control for any work done under traffic Access to the
construction site will ONLY be available from Drake Road until June 15, 2008 due to intersection
improvements at Horsetooth/Zlegler Access to the construction site will be available from
Horsetooth/Zlegler after June 15 2008 The City will place and maintain Type HI barricades at both ends
of the closures with 48 x48 signs stating that the road is closed with start and finish dates
Environmental Drive
Environmental Drive will remain open from Drake Road for the soul purpose of maintaining access to the
City of Fort Collins Waste Water Treatment Plant Colorado State University Environmental Learning
Center and Lafarge Northern Asphalt Gravel and Cement Plants
Pedestrian Access — Pedestrian traffic shall be allowed to use the sidewalk on the south side of
Environmental drive for access to the City of Fort Collins Waste Water Treatment Plant Colorado State
University Environmental Leammg Center and Lafarge Northern Asphalt Gravel and Cement Plants All
other pedestrian traffic will be closed and pedestrians will be re routed per plan
Bike Lanes — Bike lanes will be maintained on the South and North sides of Drake Road and
Environmental Drive for the soul purpose of maintaining access to the City of Fort Collins Waste Water
Treatment Plant Colorado State University Environmental Learning Center and Lafarge Northern Asphalt
Gravel and Cement Plants All other bike traffic will be closed and bicyclists will be re routed per plan
Any modifications to the traffic control plan must be approved by the City s Traffic Control
P \Btds\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase ❑i\Dmke Ziegler Phase 3 General Specs dm
General Reqs 20
Drake/Ziegler Improvement Project Phase III
Coordinator and the Engineer
Date April 3 2008
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 and bicycle traffic shall be maintained along the West side of Lemay at all times
utilizing temporary sidewalks when necessary
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
12 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
P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase III\Drake Ziegler Phase 3 General Specs dm
General Reqs 21
Drake/Ziegler Improvement Project Phase III
13 PARKING
Date April 3 2008
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 Owners
operations or construction activities
END OF SECTION
P \Bids\2008 BIDS 6078\6099 Drake Zrgeler Improvement Project Phase III\Dmke Ziegler Phase 3 General Specs doc
General Reqs 22
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
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
Bid Opening, but OWNER may, in
return the Bid Security prior t
17 0 AWARD OF CONTRACT
forty-five (45) days after the day of the
his sole discretion, release any Bid and
o that date
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
Rev 10/20/07 Section 00100 Page 6
DrakeMegler Improvement Project Phase III
SECTION 01700
CONTRACT CLOSEOUT
11 SUBSTANTIAL COMPLETION
Date Apra 3 2008
A Substantial Completion for the Drake/Ziegler Improvement Project Phase III (2008) shall be defined as
the following
1 All work pertaining to the roadway installation is complete This includes earthwork box culvert
installations storm sewer installations flyash subgrade asphalt curb & gutter and sidewalk
2 Traffic control devices are in their final positions (To be done by Owner)
B Substantial Completion must be met by within 90 working days from commencement of work This
information is outlined in Section 00520 Agreement
12 FINAL COMPLETION
A Final Completion shall be defined as the following
1 Once substantial completion has been met the Contractor will be allowed 14 calendar days to
reach final completion
2 This will include 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
P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Proiect Phase 1110rake Ziegler Phase 3 General Specs doe
General Reqs 23
Drake/Ziegler Improvement Project Phase III
SECTION 01711
SITE CLEANUP
11GENERAL
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
12 DESCRIPTION
A Store volatile wastes in covered metal containers and dispose off site
Date Apn13 2008
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 protect by the
Contractor at the earliest opportunity, but in no case shall the street be left unclean after the
completion of the day's work It shall be the Contractor's responsibility to provide the necessary
equipment and matenals to sansfactordv clean the roadway at no additional cost to the prorect The
City's Street Department will sweep the street at an approximate hourly rate of $90 00 for a
minimum of 2 hours The Contractor must sign a Contract with the City Street Department prior to
requesting street sweeping Construction "DRAG OUT" will not be tolerated The Contractor must
have the means to sweep, wash and scrape the roadway clear of any materials drug out by
construction traffic on site The Contractor will monitor his construction traffic and clean as
necessary or as directed by the on site Project Engineer
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
13 DISPOSAL
A Wastes shall not be buried or burned on the site or disposed of into storm drams sanitary sewers streams
or waterways
B Remove waste materials clearing materials demolition materials unsuitable excavated materials debits
and rubbish from the site at least weekly and dispose of at disposal areas furnished by Contractor away
from the site
END OF SECTION
P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase III\Dmke Ziegler Phase 3 General Specs doc
General Reqs 24
Drake/Ziegler Improvement Project Phase III Date April 3 2008
SECTION 01720
PROJECT RECORD DOCUMENTS
11 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
12 MAINTENANCE OF DOCUMENTS AND SAMPLES
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
13 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
14 SUBMISSION
A Accompany submittal with transmittal letter in duplicate containing
1 Date
2 Project title and number
3 Contractors 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
P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase III\Diake Ziegler Phase 3 General Specs doc
General Reqs 25
Drake/Ziegler Improvement Project Phase III
DIVISION 2 SITEWORK
SECTION 2900
LANDSCAPE PLANTING
PART1 GENERAL
101 RELATED DOCUMENTS
Date April 2008
The general provisions of the contract including General and Supplementary Conditions and
Division 1 General Requirements apply to the work specified in this Section
102 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 Fme 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 herem with
that specified elsewhere to produce a finished, workmanlike installation
103 PROTECTION OF EXISTING FEATURES
A Protect all existing site development including, but not lunited 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
P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase III\Dmke Ziegler Phase 3 General Specs doe
General Reqs 26
Drake/Ziegler Improvement Project Phase III
Date Apra 3 2008
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
104 SUBMITTALS
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 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
105 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
106INSPECTIONS
A Pre -Planting Inspection
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
Notify the Owner s Representative of the source of material no later than 30 days after award of the
contract
All fertilizers pre mixed backfill mixes mulches and sod amendments will be inspected at the site by
the Owner s Representative before they are used in planting operations
B Planting Inspections
1 Owner's Representative shall inspect the staked location of all trees prior to the
planting of those trees
2 Owner's Representative shall inspect container stock with said plants set on the
ground at the proposed locations before digging commences
P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase III\Dmke Ziegler Phase 3 Gmeml Specs doc
General Reqs 27
Drake/Ziegler Improvement Project Phase III
C Pre -Maintenance Inspection
Date April 3 2008
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
Imgation 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 wntten notice of
acceptance
4 Work requiring corrective action in the judgment of the Owner s Representative
shall be performed withm 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
At the completion of the two growing season maintenance period the final
inspection shall be performed
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
Final approval will not be given until all deficiencies are corrected
107 GUARANTEE
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
C 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
P \Bids\2008 BIDS 6078\6099 Drake Zigeler improvement Project Phase Ill\Drske Ziegler Phase 3 General Specs doe
General Reqs 28
Drske/Zlegler Improvement Project Phase In
Date Apra 3 2008
Replacements shall be made to same specifications required for original materials and
shall carry
the same guaranty from the tune 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
PART2-PRODUCTS
2 01 TREES, SHRUBS, AND GROUND COVERS
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, CRS1973
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 Pme may be field collected with root ball
sizes in conformance with the Colorado Nursery Act as cited above
F 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
P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase III\Dmke Ziegler Phase 3 General Specs doc
General Reqs 29
Drake/Ziegler Improvement Project Phase Ill
Date Apra 3 2008
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
tunes 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
L Dry Land Seed Mix
Listed below is the seed mix for the entire Drake/Ziegler Improvement Project
Phase III
Species/Vanty
Pure %
Germ %
Origin
Western Wheatgrass, Amba
2630
94
WA
Side Oats Grama, Vaughn
1605
77
NM
Green Needlegrass Lodorm
843
88
WA
Oats Troy
824
90
SD
Switchgrass, Nebraska 28
668
74
SD
Little Bluestein Pastura
642
77
TX
Blue Grama, Hachita
386
96
NM
Gaillardia Anstata
301
82
UT
Blue Flax
142
87
WA
Purple Prairie Clover, Kaneb
1 33
93
WA
Plains Coreopsis
063
79
OR
Crop 0 07% Inert 17 45% Weeds 0 11% Net Wgt 41#
2 02 SOIL AMENDMENTS/FERTILIZERS/MULCHES
A Topsoil imported and on site topsoil (located in stockpile on site) for use in backfill mix
P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase Ill\Dmke Ziegler Phase 3 General Specs doc
General Reqs 30
Drake/Ziegler Improvement Project Phase III
Date Apra 3 2008
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
Organic Matter 35 - 40% (oven -dry basis)
Total Nitrogen 16 - 2 0%
Conductivity 50 0 EC s (max)
pH 75to85
Submit analysis as required by 104
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 104
D Fertilizers
Tablets for tree and shrub planting "The Pill' by Agnfonn 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 103 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
P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase III\Dmke Ziegler Phase 3 General Specs doc
General Reqs 31
Drake/Ziegler Improvement Project Phase III
Date Apra 3 2008
A Sod American Sod Producers Association (ASPA) Certified Field Grown grade
Cultivated grass sod not less than three unproved 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
B Sod Producer Company specializing in sod production and harvesting with mimmum
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
B Ties Fabric Nylon canvas or rubberized cloth straps, 2" x length required
END OF SECTION
PART 3 - EXECUTION
3 01 GENERAL
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 grades Verify that grades are within 1" plus or minus of required
P \Brds\2008 BIDS 6078\6099 Drake Zrgeler Improvement Project Phase ❑I\Dmke Ziegler Phase 3 General Specs doc
General Reqs 32
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
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 ma3or
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
Rev 10/20/07 Section 00100 Page 7
Drake/Ziegler Improvement Project Phase III
Date Apra 3 2008
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 Sod 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
P \Brds\2008 BIDS 6078\6099 Drake Zigeler Improvement Project Phase IIr\Drake Ziegler Phase 3 General Specs doc
General Reqs 33
Drake/Ziegler Improvement Project Phase III
Date Apra 3 2008
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
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)
2 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 tunes 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 (1") 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 tunes 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 dram completely Contractor should
notify Landscape Architect if a pit does not dram in a satisfactory time, then
contractor should correct drainage problem by using a PVC dram or a gravel sump
shall be installed
Dispose of excavated soil off the site at no cost to the Owner
B Backfillmg Tree and shrub planting pits shall be backfilled with the following mix
100% on -site topsoil by volume (from Owner's stockpile) For topsoil see 2 02A
P \Bids\2008 BIDS 6078\6099 Drake Zrgeler Improvement Project Phase 111\Dmke Ziegler Phase 3 General Specs doc
General Reqs 34
Dnke/Ziegler Improvement Project Phase III
C Planting
Date Apra 3 2008
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 herem 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") niches 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 elumnate
all air pockets without packmg 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 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 mimmum 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
P \Bids\2008 BIDS 6078\6099 Drake Zigeler Improvement Proial Phase III\Drake Ziegler Phase 3 General Spas da
General Reqs 35
Drake/Ziegler Improvement Project Phase Ill
B Scope
Date Apra 3 2008
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
1)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 wammg/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 tlus 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
n) 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
P \Btds\2008 BIDS 6078\6099 Drake Zieeler Improvement Project Phase 111\Dmke Ziegler Phase 3 General Specs doc
General Reqs 36
Drake/Ziegler Improvement Project Phase In
Date April 3 2008
Maintenance for Trees and Shrubs
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 imgation 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
e 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
P \Bids\2008 BIDS 6078\6099 Drake Zrgeler Improvement Project Phase 111\Dreke Ziegler Phase 3 Geneml Spees doc
General Reqs 37
Drake/Ziegler Improvement Project Phase III
Date Aprd 3 2008
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
P \Bids\2008 BIDS 6078\6099 Drake Ztgeler Improvement Project Phase III\Dmke Ziegler Phase 3 General Specs doc
General Reqs 38
Drake/Ziegler Improvement Project Phase III
Date April 2008
DRAKE/ZIEGLER IMPROVEMENT PROJECT PHASE III
The Colorado Division of Highways Standard Specifications for Road and Bndge 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
City of Fort Collins Design Cntena and Standards for Streets and City of Fort Collins Work Area Traffic Control
Handbook shall also serve as mimmum 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
2
202
REMOVALS
Technical Specs
3
203
EXCAVATION AND EMBANKMENT
Technical Specs
45
206
EXCAVATION AND BACKFILL FOR STRUCTURES
Technical Specs
6 7
208
EROSION CONTROL
Technical Specs
8
210
RESET STRUCTURES
Technical Specs
9 10
304
AGGREGATE BASE COURSE
Technical Specs
11
306
RECONDITIONING
Technical Specs
12
307
FLYASH STABILIATION
Technical Specs
13 16
401
PLANT MIX PAVEMENT GENERAL
Technical Specs
17 22
403
HOT BITUMINOUS PAVEMENT
Technical Specs
23 26
412
PORTLAND CONCRETE PAVEMENT
Technical Specs
2728
506
RIP RAP
Technical Specs
29 30
601
STRUCTURAL CONCRETE
Technical Specs
31
603
CULVERTS AND SEWERS
Technical Specs
32
604
MANHOLES INLETS AND METER VAULTS
Technical Specs
33
608
SIDEWALKS AND DECORATIVE CROSSWALKS
Technical Specs
34 35
609
CURB AND GUTTER
Technical Specs
36
619
WATER LINES
Technical Specs
37
U Drake/Ziegler Improvement Project Phase lIffechmcal Specifications
Technical Specs 1
Drake/Ziegler Improvement Project Phase III
REVISION OF SECTION 201
CLEARING AND GRUBBING
Section 201 of the Standard Specifications is hereby revised for this project as follows
Subsection 20101 is revised to include the following
Date April 3 2008
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 shall 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 mowmg
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
U \Drake/Ziegier Improvement Project Phew III\Technical Specifications
Technical Specs 2
Drake/Ziegler Improvement Project Phase III
REVISION OF SECTION 202
REMOVALS
Date April 3 2008
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 irrigation structures pipe structures asphalt curb and gutter obstructions
that are designated for removal by the Engineer All such removals will be measured in the field and quantities agreed
to by the Contractor and the Engineer
Subsection 202 02 is revised to include the following
Disposal Site Materials designated for removal shall become property of the Contractor unless noted in the
specifications or specified by the Engineer to be salvaged or stockpiled It shall be the Contractors responsibility to
obtain disposal sites for all unusable material which is removed
Subsection 202 03 is revised to include the following
Prior to removal concrete and/or asphalt shall be saw cut full depth to a clean and straight vertical line Pieces of
concrete which due to the Contractors 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 Contractors expense The limit of the repair will be
determined by the Engineer The initial saw cutting to remove existing concrete and/or asphalt shall be considered
incidental to the Work and shall not be paid for separately under this item
Removal of concrete asphalt and/or obstructions as described in section 202 01 beyond the limits designated by the
Engineer will be the responsibility of the Contractor and will not be paid for under this section
Subsection 202 07 is revised to include the following
Remove 60x50 Existing Secondary Drainage Structure —This work requires removing a concrete stabilized soil drop
structure in the approximate location of the box culvert This work shall include hauling and disposing the concrete
stabilized material off site Material from this operation shall become the property of the Contractor There is a For
Information Only sheet at the back of the plan set that shows the construction details for the secondary drainage
structure
Payment will be made under
Pay Item and Pay Unit
The pay unit is denoted by ( )
202 01 Remove Curb and Gutter — (LF)
202 02 Remove 60x50 Existing Secondary Drainage Structure — (LS)
202 03 Saw Cut Existing Asphalt — (LF)
The above prices and payments shall include full compensation for furnishing all labor materials tools equipment and
incidentals and for doing all work involved in removals and rotomilling including excavation backfill haul and disposal
as specified in these specifications and as directed by the Engineer All saw cutting involved in removing the necessary
items in order to complete the Work shall be considered incidental to the Work and will not be paid for separately
END OF SECTION
U \Drake/Ziegler Improvement Project Phase UBTechnical Specifications
Technical Specs 3
Drake/Ziegler Improvement Project Phase III
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
Date April 2008
Excavation Seeded Roadway 6" Depth Roadway — At the end of Phase 2 construction the City was required to
seed the roadway to meet S W MP requirements With this final phase of construction the contractor will need to strip the
top 6 of subgrade to remove all vegetation This material shall become the property of the City of Fort Collins and will
used onsite in parkway and behind sidewalks This item shall include stripping existing vegetation and placing in
parkways and behind sidewalks This item shall be paid according to plan quantity unless it is determined that 6 of
stripping is excessive If adjustments to the depth of stripping are made the plan quantity will be adjusted to show the
reduction in excavated material
Borrow Suitable Fill Material This shall include supplying placing and compacting suitable fill material as directed
by the Engineer This item will be used to replace the excavated subgrade material (described above) This item will be
paid according to plan quantity unless it is determined that 6 of suitable fill is excessive due to adjustments in the
Excavation— Seeded Roadway — 6 Depth —Roadway quantity If adjustments to the depth of fill are made the plan
quantity will be adjusted to show the reduction in required fill material
Splashblock Shaping — 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
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 re compacting material to finish grade and haul and disposal
of unsuitable material Muck Excavation of material from ram 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
Excavation and Embankment will only be paid when a significant change in grade is required as determined by the
Engineer Minor cuts and fills shall be considered incidental to the work, and shall not be paid separately under
this section If unsuitable subgrade is encountered and the Engineer directs the Contractor to over excavate the material
the Contractor shall use Aggregate Base Courses (Class 5 or 6) Class I or 2 Structural Backfill Pit Run or an approved
fill to backfill the over excavated area if there is not any acceptable material onsite This Work will be paid for
separately under the Muck Excavation item The proposed material shall meet the following nummum requirements
LL Maximum 30
PI Maximum 6
R Value Minimum 78
The minimum strength coefficient of the Aggregate Base Coarse shall be 0 11
After specified compaction has been obtained, the subgrade under the curb, gutter, sidewalk, and pavement shall
be proof rolled with a heavily loaded rubber tired roller, fully loaded water truck, or approved equal
Those areas which produce a rut depth of over one half (1/2) inch or which crack the subgrade after pumping and
rebounding shall be npped scarified wetted or dried if necessary and recompacted to the requirements for density and
moisture at the Contractor s expense Where unsuitable material is encountered the Engineer may require the Contractor
to remove the unsuitable materials and backfill to the finished grade with approved maternal The completed subgrade
shall be proof rolled again after placement of approved material This will be paid for at the contract unit price for
Muck Excavation
U tDrake/Ziegler Improvement Project Phase IIPTechmcal Specificatiore
Technical Specs 4
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
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 re]ected 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
Rev 10/20/07 Section 00100 Page 8
Drake/Ziegler Improvement Project Phase III
Date April 2008
The Contractor shall refer to the plans for regrading information This work shall include all excavation embankment
and grading required to prepare these sites for landscaping
Subsection 203 04 is revised to include the following
The excavations and embankments shall be finished to smooth and uniform surfaces conforming to the typical sections
specified Variation from the subgrade plan elevations specified shall not be more than 0 08 feet
Subsection 203 13 is revised to include the following
Payment will be made under
Pay Item and Pay Unit
The pay unit is denoted by ( )
203 01 Excavation Seeded Roadway 6 Depth Roadway — (CY)
20302 Borrow Suitable Fill — (CIP) — (CY)
203 03 Muck Excavation — (CY)
203 04 Potholing — (LS)
203 05 Import Topsoil (Screened) — 3 Depth — Parkways — (SY)
203 06 Borrow ABC (Class 5 or 6) — (CIP) — (TON)
203 07 Splash Block Shaping — (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 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
U iDtake/Ziegler Improvement Project Phase 11hTechmcal Specifications
Technical Specs 5
Drake/Ziegler Improvement Project Phase III Date April 3 2008
REVISION OF SECTION 206
EXCAVATION AND BACKFiLL FOR STRUCTURES
Section 206 of the Standard Specifications is hereby revised as follows
Subsection 206 01 is revised to include the following
Structure Excavation — It is anticipated that unsuitable soils will be encountered for the abutment walls for the
Foothills Channel Box Culvert The excavation of the unsuitable material has already been accounted for and will be
paid for under Structure Muck Excavation
The Contractor is cautioned that construction equipment may cause the natural sods 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 dewatenng 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 method 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 operation may be required to achieve the subgrade depth of the last few inches of any
item of the concrete work
Any over excavated subgrades that are due to the Contractor s actions shall be brought back to subgrade elevations
by the Contractor and at his expense in the following manner
For over excavations of 2 inches or less either Backfill and compact with an approved granular materials
backfill with inch washed crushed rock or fill within concrete at the time of the appurtenant structure
concrete pour
For over excavations greater than 2 inches backfill and compact with 1 '/, inch washed crushed rock
Borrow Structure Backfill (R Value >25) — Backfill and fill within 2 feet of and adjacent to all structures and for full
height of the wall shall be selected non swelling material It shall be granular well graded and free from stones larger
than 3 inches Material may be.job excavated but selectivity will be required as determined by the Engineer Refer to the
Plans for job specific requirements Stockpiled matenal other than topsoil from the excavation shall be used for
backfilling unless an impervious structural backfill is specified The backfill matenal shall consist of either clean on site
granular materials free from 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
matenal 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 cohesion less soils ASTM D4253
Structure Backfill Flow Fill — Backfill flow fill will be required around the foundation and up to a height of 2 above
the foundation This item will be paid for by the Cubic Yard
Dewatering—It is anticipated that the project will require a dewatering processes This item shall include pumps labor
equipment and any associated costs to insure a dry work area Also a discharge pipe is to be installed and removed to
provide access for construction equipment It will be the responsibility of the contractor to obtain Dewatermg Permits
from the Colorado State Health Department These combined items will be paid for as an Each price
Structure Haul and Dispose — This shall consist of hauling and disposing of any excess material or unsuitable fill
material on site This item will be measured from the plans and cross sections and will be paid for by the Cubic Yard
This item shall be paid based on load counts
U Drake/Ziegler Improvement Project Phnse III\Tmhntml Specifications
Technical Specs 6
Drake/Ziegler Improvement Project Phase III
Date April 2008
Structure Muck Excavation— Unsuitable matenal encountered within the area of excavation for the structure shall be
removed to a depth directed by the Engineer All unsuitable material shall be disposed of as directed Muck excavation
of material from ram or weather damage will not be paid for and is entirely the Contractor s responsibility This Item
shall be measured in the fi6ld and will be paid for by the Cubic Yard
Subsection 206 07 is revised to include the following
Payment will be made under
Pay Item and Pay Urn
The pay unit is denoted by ( )
20601 Structure Excavation — (CY)
20602 Borrow Structure Backfill (R Value>25) @ Wmgwalls —(CY)
20603 Structure Backfill Flow Fill @ Box Culvert—(CY)
20604 Filter Material (1 '/2 Washed Rock) —(TON)
206 05 Structure Haul and Dispose (On Site) — (CY)
206 06 Structure Muck Excavation — (CY)
206 07 Dewatermg—(EA)
END OF SECTION
U IDrake/Ziegler Improvement Project Phase IIPTechmcal Specifications
Technical Specs 7
Drake/Ziegler Improvement Project Phase III
SECTION 208
EROSION CONTROL
Section 208 of the Standard Specifications is hereby revised as follows
Subsection 208 01 is revised to include the following
Date April 2008
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 pnce to the Contractor
Working in or Crossing Watercourses and Wetlands — Construction vehicles should be kept out of watercourses to
the extent possible Where in channel work is necessary precautions must be taken to stabilize the work area during
construction to minimize erosion control The channel (including bed and banks) must always be re stabilized
immediately after in channel work is completed Where a live (wet) watercourse must be crossed by construction
vehicles during construction a Temporary Stream Crossing must be provided for this purpose
Soil Retention Blanket (straw/coconut) shall be a machine produced mat consisting of 70 percent agricultural straw and
30 percent coconut fiber The blanket shall be of consistent thickness with the straw and coconut fiber evenly distributed
over the entire area of the mat The blanket shall be covered on the top and bottom with 100% biodegradable natural
organic fiber netting
Subsection 208 07 is revised to include the following
The accepted quantities will be paid for at the contract unit pnce
Payment will be made under
Pay Item and Pay Unit
The pay unit is denoted by ( )
208 01 Erosion Control — per plan — contractor obtains SWMP from State — (LS)
208 02 Soil Retention Blanket w/seed @ Box Culvert — (SF)
The above lines and payments shall include full compensation for furnishing all labor matenals 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
U \Dmke/Ziegler Improvement Project Phase lIffechmcal Specifications
Technical Specs 8
Drake/Ziegler Improvement Project Phase III
REVISION OF SECTION 210
RESET STRUCTURES
Section 210 of the Standard Specifications is hereby revised as follows
Subsection 210 01 is revised to include the following
Date April 2008
Work contained in this Subsection shall meet the requirements of the current City of Fort Collins Specifications or other
applicable water utility agency standard construction specifications
The Contractor shall cooperate and coordinate with the City of Fort Collins 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 Imes and
water Imes The Contractor shall supply all materials required to complete the work that is not supplied by the City or
other applicable water utility and these materials shall be included in the costs of each item This shall include but not
be limited to new copper line and fittings new stop boxes meter pits excavation backfill and compaction New copper
fittings stop boxes and meter pits will be required at each location
All structures located in bituminous pavements to be surfaced shall be adjusted prior to or during paving operations
All structures located within a concrete pavement shall be adjusted prior to opening the roadway
The Contractor shall perform all work needed to ensure that said structures can be readily adjusted and shall have all
necessary materials on hand pnor to commencing the work The adjustments shall be made as noted below
All structures shall be adjusted to be V4 +/ 1/8 below the pavement surface
The Contractor shall be responsible for immediately cleaning out all construction materials that may fall into manholes
valve boxes or other structures during the construction process In the event that a structure was not properly adjusted
It a 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 Valve Box (COFC Water Dept )— 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 backfill to the top of subgrade and then material of the same grade and quality as the adjacent
pavement shall be placed
The Contractor shall exercise reasonable care while attempting to adjust the valve boxes If in the opinion of the
Engineer the Contractor is negligent and breaks the valve box the valve box shall be replaced at the Contractor s
expense This item will be paid under Adjust Valve Box — (EA)
U \Drake/Ziegler Improvement Project Phase IIPTechnical Specifications
Technical Specs 9
Drake/Ziegler Improvement Project Phase III Date April 3 2008
Adjust Manhole Ring/Cover — Manholes located within existing asphalt pavement shall be adjusted by removing an
area of pavement with a minimum diameter one foot (1 ) larger than the structure (centered on the structure) This shall
be done by cutting vertical edges adjusting the manhole by grouting concrete rings and/or utilizing metal shims to raise
the structure to the proper grade then spreading and mechanically compacting bituminous material of the same grade and
quality as the adjacent pavement
When the manhole adjustment is complete the slope of the top surface of the manhole cover shall match the slope of the
pavement in both the longitudinal and traverse directions Any manhole cover which is unstable or noisy under traffic
shall be replaced This item will be paid under Adjust Manhole Ring/Cover — (EA)
Traffic Signs Prior to commencement of any construction that will affect traffic signs of any type the Contractor shall
contact the City of Fort Collins Streets Division and the City Project Inspector for removal of the signs The COFC
Streets Division will remove these signs and reset all traffic signs upon project completion
Payment will be made under
Pay Item and Pay Unit
The pay unit is denoted by ( )
21001 Modify Manhole— (EA)
210 02 Relocate Existing Headgate — (LS)
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 matenals haul and disposal excavation bedding matenal backfill and compaction as
shown on the plans as specified in these specifications and as directed by the Engineer
END OF SECTION
U IDmkelZiegler Improvement Project Phase IIDTechmcal Specifications
Technical Specs 10
Drake/Ziegler Improvement Project Phase III
REVISION OF SECTION 304
AGGREGATE BASE COURSE
Section 304 of the Standard Specifications is revised as follows
Date April 2008
Subsection 304 01 is revised to include the following
This work shall consist of placing 10 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 Pavine 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 ( )
30401 Aggregate Base Course —(Class 5 or 6)— 6 Depth— (CIP) — (TN)
The above prices and payments shall include full compensation for furnishing all labor matenals 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
U Drake/Ziegler Improvement Project Phase lIffechnical Specifications
Technical Specs 11
Drake/Ziegler Improvement Project Phase III
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
Date April 3 2008
The top 6 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 ram
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 beat 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 imder 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 pail for in
Subsection 306 04 is revised to Include the following
The accepted quantities of Reconditioning will be paid for at the contract unit price per square yard
Payment will be made under
Pay Item and Pay Unit
The pay unit is denoted by ( )
306 01 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
U \Drake/Ziegler Improvement Pmjmt Phase IIIITmhmcal Specifications
Technical Specs 12
Drake/Ziegler Improvement Project Phase III Date April 3 2008
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
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 pnmary 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 fine and able to support without displacement the construction equipment and the
U IDrske/Ziegler Improvement Project Phase Ilffechnical Specifications
Technical Specs 13
Drake/Ziegler Improvement Project Phase III
Date April 2008
compaction hereinafter specified Soft or yielding subgrade shall be corrected and made stable by scanfymg
adding fly ash and compacting until it is of uniform stability
If the Contractor elects to use a tnmrmng 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 matenal 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 matenals 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 nummum 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 ofthe soil
be above the specified range aeration of the soil may be required pnor 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
scanfymg 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 matenal 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
U \Drake/Ziegler Improvement Project Phase III\Technical Specifications
Technical Specs 14
SECTION 00300
BID FORM
Drake/Ziegler Improvement Project Phase III
Date April 2008
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 matenal 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 fads 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 Imes 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 vaned 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 cunng 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 Imes 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
U IDmke/Ziegler Improvement Project Phase IIDTechnical Specifications
Technical Specs 15
Drake/Ziegler Improvement Project Phase III
METHOD OF MEASUREMENT
Date April 2008
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 sods report and
general knowledge of the sod 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 price Der square yard
Darn ur rn r tvir,rr i
Payment will be made under
Pay Item and Pay Um[
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
U \Drake/Ziegler Improvement Project Phase IIPTechmcal Specifications
Technical Specs 16
Drake/Ziegler Improvement Project Phase III
REVISION OF SECTION 401 & 703
PLANT MIX PAVEMENTS — GENERAL & AGGREGATES
Section 401 and 703 of the Standard Specifications is hereby revised as follows
Subsection 40102 is hereby revised to include the following
Date April 2008
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 40102, 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 all gradmgs in Tables 703 3A 703 3B 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 40102 delete Table 401 1, including the footnotes, and replace with the following
-------------
01 1Bitumen Content
t0 3%
ecycling Agent
t0 2%
ure of Mixture When Discharged from Mixer
t10 C
minous Pavement Item 403
FPassing
e 9 5 mm (1/s') and larger sieves
t6%
e the 4 75 min (No 4) and 2 36 min (No 8) sieves
t5%
e 600 min (#30) sieve
f4%
e 75 min #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
U iDmke/Ziegler Improvement Project Phase IffiTmlinical Specifications
Technical Specs 17
Drake/Ziegler Improvement Project Phase III
Delete Subsection 40107 and replace with the following
Date April 2008
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 4013
Placement Temperature Limitations in C
Compacted Layer
Minimum Surface and Arr
Thickness in
Temperature C ( F)
min (inches)
Top
Layers Below
Layer
Too Laver
<38 (1Y2)
15 (60)
10 (50)
38 (IY2) <75 (3)
10 (50)
5 (40)
75 3) or more
7 45)
2 35
Note Air temperature is taken in the shade Surface is defined as the existing base on which the
new pavement is to be placed
If the temperature falls below the mimmum 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 mimmum thickness
of the temporary hot bituminous pavement layer shall be 50 min (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 markmgs 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 nde 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 in
October 1 to March 1
7000 feet
All areas above 2100 in (7000 feet) up to
and including2600 in8500 feet
September 5 to April 1
All areas above 2600 in (8500 feet)
August 20 to May 15
In Subsection 40115 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
U \Drake/Ziegler Improvement Project Phase IllUmlinical Specifications
Technical Specs 18
Drake/Ziegler Improvement Project Phase III
Date April 2008
Asphalt Grade
Minimum Mix Discharge
Temperature OC F)*
Minimum Delivered
Mix Temperature °C F)**
PG 58 28
135 (275)
113 (235)
PG 58 22
138 (280)
113 (235)
PG 64 22
143 (290)
113 (235)
AC 20 Rubbenzed
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 40116 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 40117 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 pemutted unless approved If the
mixture contains modified asphalt cement (AC 20R PG 76 28 PG 70 28 or PG 64 28) and the surface temperature falls
below 110 C (230 F) no further compaction effort will be permitted unless approved
Subsection 401 17 is hereby revised to include the following
All pneumatic tire rubbers shall be equipped with rubber skirts
In subsection 703 04 delete Table 703 3 and replace with Tables 703 3A, B and C as follows
U Orake/Ziegler Improvement Pmiect Phase IIETechnical Specificanoris
Technical Specs 19
Drake/Ziegler Improvement Project Phase III
TABLE 703 3A
Master Range Table for Hot Bituminous Pavement (Grading S)
Date Apnl3 2008
eve
ize
Percent by Weight
Passing Square Mesh
Sieves
Restricted Zone Boundary (Guideline)
Minimum
Maximum
m(1'/2 )m(l)
100
in ('/.)
90 100
m ('/2)(1/8)in
FISOMM(4100)
(#4)m
(#8)
23 49
346
346
n (#16)
223
283
(#30)
*
167
207
(#50)
137
13 7
(# 100)
75 mm (#200)
2 8
* These additional Form 43 Specification Screens will initially be established using values from the As Used
Gradation shown on the Design Mix
U \Drake/Ziegler Improvement Project Phase IlllTechnical Specifications
Technical Specs 20
Drake/Ziegler Improvement Project Phase III
Date April 2008
TABLE 703 3B
Master Range Table for Hot Bituminous Pavement (Grading SX)
Steve
Size
Percent by Weight
Passing Square Mesh
Sieves
Restricted Zone Boundary (Guideline)
Minimum
Maximum
375mm(1%: )
250mm(1 )
190min (Y4 )
100
12 5 mm (% )
90 100
95mm('/8)
4 75 mm (#4)
2 36 min (#8)
28 58
391
39 1
1 18 trim (#16)
256
316
600 min (#30)
*
191
23 1
300 min (#50)
155
15 5
150 mm (#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
U Orakethegler Improvement Project Phase IIATechmcal Specifications
Technical Specs 21
Drake/Ziegler Improvement Pmlect Phase III
Date April 2008
TABLE 703 3C
Master Range Table for Hot Bituminous Pavement (Grading SG)
Steve
Size
Percent by Weight
Passing Square Mesh
Sieves
Restncted Zone Boundary (Guideline)
Minimum
Maximum
37 5 mm (1'/2
100
25 0 mm (1)
90 I00
190mm('/e )
12 5 nun (%:)
9 5 min (s/e)
4 75 min (#4)
*
395
395
2 36 min (#8)
19 45
268
308
1 18 min (#16)
181
241
600 min (#30)
*
136
176
300 min (#50)
114
114
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
U Orake/Ziegler Improvement Prgect Phase IID mlinical Specifications
Technical Specs 22
Drake/Ziegler Improvement Project Phase III
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
Date April 3 2008
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 'a% Grading S — (PG 64 22) — (TON)
WestBound Harmony Detour Paveing 200'x60'x4" (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 bitummous 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 lob 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 Gradng 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
Contractors Progress Schedule shall show the methods to be used to comply with this requirement
U \Drake/Ztegler Improvement Project Phase IlUmlimcal Specifications
Technical Specs 23
Drake/Ziegler Improvement Project Phase III
Date April 3 2008
Vertical drop offs will notbe allowed at the end ofanv daps Paving Pacer joints will be required to a taper epualmg 3
tunes the amount of droa Paving joints shall be at the lane lines or in the center of the lane In no case shall the
pavme taints be in the wheel Path The contractor shall submit a longitudinal joint and pavement marking plan 3
to
PAVEMENT SECTION
NOTE All Contract Quantites are Based
Grading S 100 (PG 64-28)
on a Preliminary Pavement Design
Grading SG 100 (PG58 28)
by Terracon The City is currently
Aggregate Base Coarse
performing a final pavement design
Flyash Treated Subgrade
for Harmony and Ziegler The Quanhtes
are Representative of the Design we
Antieinate on each Roadway
the design mix for Grading S SX and SG shall conform to the following
TABLE 403 1
erty
Test
Method
Grading S
Grading SG
Grading Sx
N/A this Project
oids percent at
itial)
CPL 5115
> 11 0
> 11 0
> 11 0
esign)
30 50
30 50
30 50
(maximum)
> 2 0
> 2 0
> 2 0
Compaction (Revolutions)
itial) (a)
CPL 5115
8
8
(a)
sign) (b)
FAccelerated
100
100
(b)
aximum a)
174
174
a)
ity minimum (a)
formation)
CPL 5106
42
42
(a)
egate Retained on the 4 75 mm
4) Sieve with at least two
anically Induced Fractured
CP 45
60
60
60
s % minimum
lerated Moisture Susceptibility
Tensile Strength Ratio (Lottman)
CPL 5109
80
80
80
Method B
m
m Dry Split Tensile
CPL 5109
Strength kPa (psi)
Method B
205 (30)
205 (30)
205 (30)
f Asphalt Cement
Layer
FofAsphalt
PG 64 28
PG 58 28
PG 64 28
f Asphalt Cement Layers
o
PG 64 28
PG 58 28
PG 64 22
the Mineral Aggregate
ailled
CP 48
l40
120
(a)%trummum
with Asphalt (VFA) %
(a)I
At MS 2
65 75
65 75
ML
(a)
(a) Current CDOT Design Criteria
U \Drake/Ziegler Improvement Project Phase IIATechmcal Specifications
Technical Specs 24
SECTION 00300
BID FORM
PROJECT 6099 Drake Ziegler Improvements Project Phase III
Place
Date
1 In compliance with your Invitation to Bid dated 20 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
(S ) 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
Rev 10/20/07 Section 00300 Page 1
Drake/Ziegler Improvement Project Phase III Date April 3 2008
(b) Residential 50 Collector 75 Arterial 100
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 Sand 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 'h) 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 once 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 ( )
403 01 Hot Bituminous Pavement — Grading S — 100 — (2 5 Depth) — (PG 64 28) — (TON)
U \Drake/Ziegler Improvement Project Phase IIATmImical Specifications
Technical Specs 25
Drake/Ziegler Improvement Project Phase III
403 02 Hot Bituminous Pavement — Grading SG — 100 — (4 Depth) — (PG 58 28) — (TON)
Date April 2008
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
U \Drake/Ziegler Improvement Project Phan III\Technical Specifications
Technical Specs 26
Drake/Ziegler Improvement Project Phase III Date April 3 2008
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 60102 and 60103 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 in and 6 00 a in
unless approved by the Engineer Saw cutting joints shall be included in this work and will not be paid for
separately
If the Contractor proposes variations from CDOT M Standards it is requested that the Contractor shall prepare a
pavement joint and doweling layout for approval by the Engineer
Subsection 412 17 is revised to include the following
The concrete pavement smoothness shall meet the requirements of Category 4 Class I as shown in Table 412 1 for
the Profilograph test
Subsection 412 18 is revised to include the following
Sdicone 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 pnor to the beginning of work and these recommendations shall be adhered to by the
U IDrake/Ziegler Improvement Project Phase IIATmhmcal Specifications
Technical Specs 27
Drake/Ziegler Improvement Project Phase III Date April 3 2008
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 Ibs 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 Bnckform 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
Contractors 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 ( )
412 01 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
U \Drake/Ziegler Improvement Project Phase 111\Techmcal Specifications
Technical Specs 28
Drake/Ziegler Improvement Project Phase III
REVISION OF SECTION 506
RIPRAP
Date April 3 2008
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 nprap sections with nprap Type 11 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 nprap shall be approved by the Engineer Exposed nprap 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 matenal shall conform to the specification for Type lI Filter matenal as per the City of Fort Collins Storm
Drainage Design Cntena 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 matenal
Bedding matenal shall be placed on top of the subgrade matenal prior to nprap installation at all locations of nprap
sections shown on the plans The layer shall be shaped to provide the mimmum thickness of bedding matenal as
shown on the details of the plans
Riprap matenal shall be placed immediately after the bedding matenal 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 matenal layer This matenal shall be placed to the required thickness and grade shown
on the details of the plans
Topsoil matenal shall be used to backfill and bury the entire nprap 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
matenal 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 pnce per TON The unit price bid shall
include all costs associated with installation of the bedding material nprap and topsoil including excavating for the
U IDrake/Ziegler Improvement Project Phase IIATechmcal Specifications
Technical Specs 29
Drake/Ziegler Improvement Project Phase III
placement of these materials all materials delivery stockpiling and handling of the nprap
Subsection 506 05 is revised to include the following
Payment will be made under
Pay Item and Pay Unit
The pay unit is denoted by ( )
506 01 9 X9 X18 Type L Rip Rap — 6
Topsoil (CIP Per Detail)
506 02 21 X61 X18 Type L Rip Rap-6
Topsoil (CIP Per Detail)
50603 8 X8 X18 Type L Rip Rap — 6
Topsoil (CIP Per Detail)
50604 6 X6 X18 Type L Rip Rap — 6
Topsoil (CIP Per Detail)
50605 l l Xl l X18 Type L Rip Rap —
6 Topsoil (CIP Per Detail)
50606 130 X30 X2 Type M Rip Rap
— 6 Topsoil (CIP Per Detail)
Date April 3 2008
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 nprap bedding and topsoil complete in
place including haul and stockpile of materials handling of the nprap 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
U \Drake/Ziegler Improvement Project Phase 111\Technical Specifications
Technical Specs 30
Drake/Ziegler Improvement Project Phase III
REVISION OF SECTION 601
STRUCTURAL CONCRETE
Section 601 of the Standard Specifications is hereby revised as follows
Subsection 60101 is revised to include the following
Date April 2008
This work shall consist of the addition to the Spring Creek Bridge on Timberline Road The construction will consist
of Pilings Bridge abutments Bridge Deck Parapet Walls Railing and necessary conduits to accordance with the
plans specifications and the Larimer County Urban Area Street Standards 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 Larimer County Urban Area Street Standards
Mix Design
1 Compressive Strength 4000 psi at 28 days
a Minimum number of cylinders passing above requirements 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
It For 4000 psi strength air entrained absolute ratio by weight 0 45
4 Slump Four inch maximum
5 Air Content 6%+/ 1 %a % 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 (Loris and Associates, Inc)
The accepted quantities will be paid for at the contract price
Payment will be made under
Pay Item and Pay Unit
The pay unit is denoted by ( )
601 01 20 X7 X113 Box Culvert —(CIP) W/Wingwalls/Parapet Walls/Toe Walls/Railings/Brick Facts — (US)
60102 4X8 Precast Box Culvert— with CIPWingwalls/ToeWalls —(LF)
The above prices and payments shall include full compensation for furmshmg all labor,
materials tools equipment, and mcidentals and for doing all Work involved in a cast in place
bridge as shown on the plans, as specified in these specifications and as directed by the
Engmeer
END OF SECTION
U Orake/Ziegler Improvement Project Phase III\Technical Specifications
Technical Specs 31
Drake/Ziegler Improvement Project Phase III
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
Date April 2008
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 Contractors 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 Pay Unit
The pay unit is denoted by ( )
603 01 18 RCP Class III — (LF)
603 02 21 RCP Class III — (LF)
603 03 30 RCP Class III — (LF)
603 04 36 RCP Class III — (LF)
603 05 42 RCP Class III — (LF)
603 06 54 RCP Class III — (LF)
603 07 21 RCP Class III FES — (EA)
603 08 30 RCP Class III FES — (EA)
603 09 36 RCP Class III FES — (EA)
603 10 42 RCP Class III FES — (EA)
603 11 Pond 269 Inlet Box w/ Water Quality Structure — Ties into 4 x8 Preacst box — (LS)
603 12 Modified Junction Box #3 & Headwall @ Ends of 54 RCP Pipes — (LS)
603 13 Concrete Encasement on 30 PVC Sanitary Sewer @54 RCP Crossing — (LF)
603 14 Concrete Encasement on 21 RCP Pipe — (LF)
603 15 4 Schedule 40 Sleeving with Flowable Fill Backfill — (LF)
603 16 Conduit Sleevmg under walks for Imgation — (LF)
The above prices and payments shall include full compensation for furnishing all labor matenals 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
U IDrake/Ziegler Improvement Project Phase III\Techmcal Specifications
Technical Specs 32
Drake/Ziegler Improvement Project Phase III Date April 3 2008
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 Contractors 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 beat 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
pnce 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 ( )
60401 5 Type R Inlet — (EA)
60402 10 Type R Inlet — (EA)
60403 Double Type 16 Inlet — (EA)
604 04 5 Diameter Sewer Manhole — (EA)
60405 Modified Concrete Sidewalk Culvert — (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 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
U \Dmke/Ziegler Improvement Project Phase URTechnmal Specifications
Technical Specs 33
Drake/Ziegler Improvement Project Phase III Date April 3 2008
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 Ibs 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 Contractors responsibility to adequately protect their work from damage by weather (including cold heat
ram 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 cub return
Subsection 608 06 is revised to include the following
The accepted quantities will be paid for at the contract unit price
Payment will be made under
U \Drake/Ziegler Improvement Project Phase IMIr chmcal Specifications
Technical Specs 34
BID SCHEDULE (Base Bid)
ITEM
NUMBER DESCRIPTION
UNIT TOTAL
# UNIT COST COST
201-01
Clearing Grubbing 1
202-01
Remove Curb and Gutter
50
LF
202-02
Remove 60X50 Existing Secondary Drainage
Structure Foothills Channel
1
LS
202-03
Saw Cut Existing Asphalt
116
LF
203-01
Seeded Roadway Fill - Strip and Haul - 6" Depth -
Roadway
5 300
CY
203-02
Borrow Suitable Fill CIP
5 300
CY
203-03
Muck Excavation
100
CY
203-04
Potholing
1
LS
203-05
Import Topsoil Screened - 3' De th - Parkways
13379
SY
203-06
Borrow ABC Class 5 or 6 - CIP
500
TON
203-07
Splash Block Shaping
429
SF
206-01
Structure Excavations
1 619
CY
206-02
Borrow Structural Backfill Material (R-Value>25) @
Win walls
741
CY
206-03
Structure Backfill Flow Fill Box Culvert
741
CY
206-04
Filter Material 1 1/2 Washed Rock
400
TON
206-05
Structure Haul and Dispose On -Site
1 027
CY
206-06
Structure Muck Excavation
1 027
CY
206-07
Dewatering
2
EA
208-01
Erosion Control - per plan - contractor obtains SWMP
from State
1
LS
208-02
Sod Retention Blanket w/seed in Box Culverts
2 500
SF
210-01
Adjust Manhole Ring/Cover
11
EA
210-02
Adjust Valve Box
1
EA__
304-01
Aggregate Base Course - CI 5 or 6 - 6 Depth - CIP
9 907
TON
306-01
Sidewalk Preparation
3 708
SY
307-01
FI ash Subgrade Stabilization - 12%
29 665
SY
403-01
Hot Bituminous Pavement - Grading S - (2 5 Depth) -
PG 64-28
3 835
TON
403-02
Hot Bituminous Pavement - Grading SG - (4" Depth) -
PG 58-28
5 776
TON
412-01
Enhanced Concrete Crosswalk - 10 Tile Red with
Stamped Border
80
SY
506-01
9 X9X18 Type L Rip -Rap - 6 Topsoil (CIP Per
Detail)
1
EA
506-02
21 X61 X18' Type L Rip -Rap - 6 Topsoil (CIP Per
Detail)1
EA
Rev 10/20/07 Section 00300 Page 2
Drake/Ziegler Improvement Project Phase III
Pay Item and Pay Umt
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 Concrete Drive Approach w/ Aprons (9 1/2 ) — (SF)
608 04 High Early Concrete (24 Hour) — (CY)
60805 Flowable Fill — (CY)
608 06 Colored Concrete Bike Path (5 with Fibermesh) — (SF)
608 07 San Diego Buff Concrete @ 20X7 Box Culvert (6 Depth) — (SF)
608 08 Exposed Aggregate Median Cover — San Diego buff— 4 — (SF)
Date April 3 2008
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
U \Drake/Ziegler Improvement Project Phase IlnTechnical Specifications
Technical Specs 35
Drake/Ziegler Improvement Project Phase III
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
Date April 2008
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 pnce 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 Contractors responsibility to adequately Protect their
Work from damaee by weather, vandalism, or other causes until such [tine as it is accepted by the Cup 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 ( )
609 01 Vertical Curb & Gutter (30 ) — (LF)
609 02 Outfall Vertical Curb & Gutter (18 ) — (LF)
The above prices and payments shall include full compensation for furnishing all labor materials tools equipment
and incidentals and for doing all work involved in constructing vertical curb and gutter variable height curb and
gutter concrete median curb complete in place including haul concrete materials finishing the surface saw
cutting joints curing placing dowels and sealing joints as shown on the plans as specified in these specifications
and as directed by the Engineer
END OF SECTION
U \Drake/Ziegler Improvement Project Phase IIATechmcal Specifications
Technical Specs 36
Drake/Ziegler Improvement Project Phase III
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
Date April 3 2008
This work shall include installing DIP Pipe gate valves tees tapping saddles plugs reaction blocks fire hydrants
and joining to existing Imes and other items as shown on the plans and as designated by the Engineer This work
shall meet the requirements of the current City of Fort Collins Standard Construction Specifications It shall be
the Contractors responsibility to purchase and familiarize themselves with these specifications
All work associated with installing the water lines that is NOT itemized in the bid tab shall be considered incidental
to the work and will not be paid for separately This includes but is not limited to excavating and backfilling valve
boxes plugs thrust blocks bedding materials poly wrap chlorinating pressure testing and all materials incidental
to completing the installation and connections to existing water lines
Subsection 619 05 is revised as follows
Payment will be made under
Pay Item and Pay Unit
The pay unit is denoted by ( )
61901 8 DIP CL — 52 Water Main — (LF)
61902 6 DIP CL-52Water Main —(LF)
61903 6 Gate Valve and Box — (EA)
619 04 8 X8 X6 Swivel Tee W/ Thrust Block — (EA)
619 05 Fire Hydrant Assembly — (EA)
61906 1 Irrigation Service & Meter Pit —Copper Corp Curb Stop —per COFC Spec — (LS)
61907 8 x8 xl Tapping Sleeve for Irrigation
The above prices and payment shall include full compensation for fumishmg all labor materials tools equipment
and incidentals and for doing all the work involved in installing PVC water pipe and valves connecting to existing
water lines according to Elco 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
U \Drake/Ziegler Improvement Pmject Phase IIPTechmcal Specifications
Technical Specs 37
SUBGRADE INVESTIGATION
DRAKE AND ZIEGLER ROADS,
ENVIRONMENTAL DRIVE
TO HORSETOOTH ROAD
FORT COLLINS COLORADO
Prepared for
CITY OF FORT COLLINS
Engineering Department
281 North College Avenue
P O Box 580
Fort Collins Colorado 80522-0580
Attention Mr Mark Lakin
Project No FC04378 135
April 2 2008
351 Linden Street I Suite 140 1 Fort Collins Colorado 80524
Telephone 970 206 9455 Fax 970 206 9441
T
TABLE OF CONTENTS
SCOPE 1
SITE AND PROJECT DESCRIPTION 1
FIELD AND LABORATORY INVESTIGATION 2
SUBSURFACE CONDITIONS 2
SUBGRADE PREPARATION 3
SOLUBLE SULFATES q
LIMITATIONS s
FIGURE 1 LOCATIONS OF EXPLORATORY BORINGS
FIGURE 2 - SUMMARY LOGS OF EXPLORATORY BORINGS
APPENDIX A LABORATORY TEST RESULTS
CITY OF FORT COLLINS ENGINEERING DEPARTMENT
DRAKE AND ZIEGLER ROADS
CTL I T PROJECT NO FCD4378 135
U
SCOPE
This report presents the results of our subgrade Investigation for the construction of
Ziegler and Drake Roads between Horsetooth Road and Environmental Drive in Fort Collins,
Colorado (Figure 1) We believe our report Is in general conformance with Chapter 5 of the
Larimer County Urban Areas Street Standards" dated January 2 2001 (repealed and
reenacted April 1 2007) as adopted by the City of Fort Collins (City) The City requires
submittal of this Subgrade Investigation that addresses the type and pavement support
characteristics of the subgrade soils present at the site After the City has reviewed the
subgrade investigation, design traffic data will be provided bythe Cityand the design portion
of the investigation including pavement section recommendations will be completed
Our report includes a description of the subgrade soils encountered in our
exploratory borings and laboratory test results Alternative pavement sections construction
and materials guidelines based upon laboratory test results City of Fort Collins design
criteria Larlmer County Urban Area Street Standards the Colorado Department of
Transportation (CDOT) 2007 'Pavement Design Manual" American Association of State
Highway and Transportation Officials (AASHTO)1993 "Guide for the Design of Pavement
Structures" will be appended to this report after traffic data is provided by the City of Fort
Collins
SITE AND PROJECT DESCRIPTION
The project includes construction of a new portion of Drake and Ziegler Roads
between the intersection of Drake Road and Environmental Drive and the Intersection of
Horsetooth and Ziegler Roads in Fort Collins Colorado The alignment is located near the
fringe of the floodplain of the Cache la Poudre River and west of the river Fossil Creek
Reservoir Inlet Ditch is located to the east and adjacent to portions of the alignment Two
ponds are located east of the proposed roadway A significant amount of fill a box culvert,
storm drain and sanitary sewer were constructed in the roadway alignment prior to our
subgrade investigation CTLIThompson observed fill placement and performed compaction
testing in the roadway alignment from March to July of 2007 The test results are
documented In our files under our Project No FC04013 345 The reports indicated
CITY OF FORT COLLINS ENGINEERING DEPARTMNT
DRAKE AND ZIEGLER ROADS 1
CTL I T PROJECT NO FC043784135
IF
compaction test results were within specified limits The subgrade was rough graded with
no curb and gutter prior to this Investigation Historically, a gravel mining operation was
located in the area Land use of the area is generally developing residential rural
residential and undeveloped
FIELD AND LABORATORY INVESTIGATION
Our field Investigation consisted of eleven borings drilled to a depth of 10 feet
Bonngs were drilled at approximate 500 foot spacing The approximate locations of our
bonngs are shown on Figure 1 The borings were drilled on March 13 2008 with 4 inch
diameter solid stem augers and a truck mounted drill Bulk samples were obtained from the
upper 4 feet of the borings and California samples were obtained from selected intervals
within the borings The number of blows from a 140-pound hammer falling 30 inches,
required to drive the California sampler were recorded and are presented on our summary
logs of the borings presented on Figure 2
Laboratory testing was performed in general accordance with AASHTO and ASTM
methods to determine index properties of the soils sampled and subgrade support values for
those soil types influencing the pavement design To evaluate potential heave swell
consolidation testing was performed on three samples of the subgrade soils under a
pressure of 150 psf Two samples were tested for water-soluble sulfate content Results of
laboratory tests are presented in Appendix A and summarized in Table A I
Hveem stabilometer testing (R Value) will be performed on one or more composite
samples of representative bulk samples of the subgrade after the City has reviewed this
subgrade investigation and provided design traffic data for use in our pavement design The
results of Hveem stabilometer tests will be included in our subgrade investigation and
pavement design report to follow
SUBSURFACE CONDITIONS
The subsurface conditions encountered in our borings were variable Six of our
borings encountered 10 feet of clayey and sandy fill with occasional gravel, three of our
CITY OF FORT COLLINS ENGINEERING DEPARTMENT
DRAKE AND ZIEGLER ROADS
CTL ITPROJECT NO FC04378135
0
borings encountered 4 feet to 7 feet of fill over native sand and clay, and two of our borings
encountered only native sand and clay Groundwater was not encountered during drilling
When checked several days later ground water was observed in only one boring 8 feet
below the existing ground surface Descriptions of the subsurface conditions are presented
on Figure 2 and Appendix A
Samples of fill tested in the laboratory contained between 37 and 43 percent clay and
silt sized particles (passing the No 200 sieve) had liquid limits between 30 and 38, and
plasticity indices between 14 and 25 The samples classified as A 6 in accordance with the
AASHTO classification method with group indices ranging from 2 to 5 Samples of fill tested
for swell potential swelled between 0 percent and 10 percent One sample of fill tested
swelled 2 2 percent We do not believe swell test results for this sample from TH 1 is
representative of the subgrade soils One sample of natural sandy clay swelled 01 percent
and one sample of natural clayey sand swelled 0 3 percent Based on the results of
laboratory testing and City of Fort Collins requirements we believe that swell mitigation will
not be required for the majority of the site However, one swell test from a sample from TH 1
indicated a swell that would require swell mitigation
SUBGRADE PREPARATION
Our laboratory tests indicate that most of the shallow subgrade soils have moisture
contents that are below the plastic limits This suggests that unprepared subgrade soils
should not significantly yield under equipment during paving We believe that conventional
moisture treatment and compaction can result in firm subgrade Isolated areas may exist
that could yield One sample from TH 1 indicated a swell that would require mitigation
Therefore we will provide recommendations in our pavement design report for conventional
moisture treatment and compaction and alternative stabilization methods
To prepare the subgrade for paving with conventional moisture treatment and
compaction, subgrade soils should be scanfled a minimum of 12 Inches deep moisture
conditioned to between 1 percent below and 2 percent above optimum moisture content and
compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698)
CITY OF FORT COLLINS ENGINEERING DEPARTMENT
DRAKE AND ZIEGLER ROADS 3
CTL I T PROJECT NO FC04378-135
T
Scarification and recompaction of the upper 12 inches of subgrade soils should
occur as close to the time of pavement construction as possible The final subgrade surface
must be protected from excessive drying or wetting until such time as the pavement section
is constructed
Soil stabilization by chemical treatment can Increase the stability of the subgrade
add strength and stiffness to the subgrade, and improve the engineering properties of the
soils Design and construction guidelines for chemical or other stabilization methods if
required or requested will also be provided in the design report
Maintaining moisture contents near optimum will be critical to avoid excessive
deflections rutting and pumping of the subgrade during subgrade preparation of streets If
moisture and density cannot be sufficiently controlled during subgrade preparation and
stabilization is required chemical stabilization stabilization by removal and replacement or
stabilization using geotextiles and imported granular materials maybe used For isolated or
small areas requiring stabilization removal and replacement or crowding" coarse aggregate
into the subgrade maybe effective If large areas require stabilization, chemical treatment of
the soils may be a more effective alternative
SOLUBLE SULFATES
Water soluble sulfate concentrations ranging from 0 028 percent to 0 090 percent
were measured for six samples of the near surface subgrade soil The purpose of the tests
was to determine the risk of exposure to sulfate attack where portland cement concrete is
used and to assess the risk of increased swelling due to reaction to chemical stabilization
Sulfate concentrations less than 0 1 percent indicate Class 0 exposure to sulfate attack for
concrete that comes into contact with the subsoils according to the American Concrete
Institute (ACI) ACI has no special recommendations for concrete with negligible exposure
to sulfate attack Sulfate concentrations above 0 5 percent can cause an adverse reaction
between the sulfates and the stabilizing agent, resulting in heaving of the subgrade if lime or
fly ash stabilization is performed Based on the results found we believe there is a low risk
of increased swelling due to sulfate reaction to chemical stabilizing agents at this site
CITY OF FORT COLLINS ENGINEERING DEPARTMENT
DRAKE AND ZIEGLER ROADS Q
CTL I T PROJECT NO FC04378 135
T
LIMITATIONS
The subgrade investigation conclusions and recommendations included in this
report are based upon our field observations laboratory testing, and design cntena required
by the City of Fort Collins and the AASHTO design guide The report will be amended to
include Hveem stabilometer tests and pavement section design recommendations following
review and approval by the City of Fort Collins
We believe the geotechnical services for this project were performed in a manner
consistent with that level of care and skill ordinarily used by members of the profession in the
locality of the project No warranty express or Implied, Is made If we can be of further
service in discussing the contents of this report, or in the analyses of the proposed
pavement systems from a geotechnical point of view, please call
CTLITHOMPSON
nFinThomas y,
Senior Geologist
Reviewed by
11wi
Eric D f3emharc�
Manager of Field
tu,
Of PR' -ii!
Rob rnfest, PG
Project Manager
CITY OF FORT COLLINS ENGINEERING DEPARTMENT
DRAKE AND ZIEGLER ROADS 5
CTL IT PROJECT NO FOD4378135
SECTION 00020
INVITATION TO BID
Rev 10/20/07 Section 00020 Page 2
506-03
8'X8'X18' Type L Rip -Rap - 6 Topsoil (CIP Per
Detail)
1
EA
506-04
6'X6 X18" Type L Rip -Rap - 6' Topsoil (CIP Per
Detail)
1
EA
506-05
11 X11'X18" Type L Rip -Rap - 6" Topsoil (CIP Per
Detail)
1
EA
506-06
130'X30 X2 Type M Rip -Rap - 6 Topsoil (CIP Per
Detail) @ Foothills Channel
1
EA
601-01
20 X7'X113 Box Culvert - (CIP) with
Wingwalls/Parapet Walls/Toe Walls/Railings/Brick
Facia
1
LS
60102
4X8' Precast Box Culvert with CIP Wingwalls/Toe
Walls
221
LF
603-01
18 Class III RCP
57
LF
603-02
21 Class III RCP
164
LF
603-03
30 Class III RCP
67
LF
603-04
36" Class III RCP
235
LF
603-05
42" Class III RCP
304
LF
603-06
54 Class III RCP
410
LF
603-07
21" Class III RCP FES
1
EA
603-08
30" Class III RCP FES
1
EA
603-09
36 Class III RCP FES
1
EA
603-10
42 Class III RCP FES
2
EA
603-11
Pond 269 Inlet Box w/ Water Quality Structure - Ties
into 4x8 Precast Box
1
LS
603-12
Modified Junction Box #3 & Headwall @ Ends of 54'
RCP Pipes
1
LS
603-13
Concrete Encasement on 30" PVC Sanitary Sewer @
54 RCP Crossing
35
LF
603-14
Concrete Encasement on 21" RCP Pie
20
LF
603-15
4" PVC Schedule 40 Sleeving with Flowable Fill
Backfill
1930
LF
603-16
Conduit Sleeving under walks for Irrigation
450
LF
604-01
_5'Type R Inlet
2
EA
604-02
10 Type R Inlet
4
EA
604-03
Double Type 16 Combo Inlet
1
EA
604-04
5 Stone Sewer Manhole
2
EA
604-05
Modified Concrete Sidewalk Culvert - 4'X20'
1
LS
608-01
Concrete Sidewalk 6
33 372
SF
608-02
Concrete Access Ramps (8 ) with truncated dome
warning panels
735
SF
608-03
Concrete Cross an with Aprons 9 1/2"
3 000
SF
608-04
Hi -Early Concrete 24 hr
75
CY
608-05
Flowable Fill Concrete
75
CY
Rev 10/20/07 Section 00300 Page 3
SCALE 1 = 1000
D _5�00' low
�vjzk1A;1:T*%L111
TH
ENVIRONMENTAL
DRIVE I
TH 2
DES MOINES DRIVE I
TH-3
TH-4 I
TH 5
WILLIAM NEAL PARKWAY
,TH-6
TH 7
PERCHERON DRIVE
HORSETOOTH ROAD
CITY OF FORT COLLINS ENGINEERING DEPARTMENT
DRAKE & ZIEGLER ROADS
CTL I T PROJECT NO FC04373-135
a
DRAKE RD
2
_
J
w
m
J
f
HORSETOOTH RD
RD
VICINITY MAP
(FORT COLLNS AREA)
NOT TO SCALE
LEGEND
TH 1
INDICATES APPROXIMATE LOCATION
OF EXPLORATORY BORING
0
TH 9 OSSIL CREEK
RESERVOIR
w INLET DITCH
TH 1011O
w \N
TH-11
7r
Locations of
Exploratory
Borings
FIGURE 1
\\
|
§
[
)i
log
§|
60
§
§
|/
j
)t
§
)
,
§
|§
|§
\)
§!
!|
|.
.
\
\
�.\:�
�% ?
QZAXX
pgwxxxx
,
;
§
T
APPENDIX A
LABORATORY TEST RESULTS
CITY OF FORT COLLINS ENGINEERING DEPARTTENT
DRAKE AND ZIEGLER ROADS
CTL I T PROJECT NO FOD4378 135
3
2
1
Z 0
O
3
Z
a 1
IL
W
0
Z 2
O_
2
W
IL 3
IL
x
O
U
EXPANSION UNDER CONSTANT
PRESSURE DUE TO WETTING
01 10
APPLIED PRESSURE KSF
Sample of FILL, CLAY SANDY
From TH 1 AT 2 FEET _
3
2
1
Z
O 0
M
Z
Q
IL
x 1
W
0
Z
O 2
W
W
S
6 -3
a
O
V
L
01 10
APPLIED PRESSURE KSF
Sample of SAND CLAYEY (SC)
From Ti-4 AT 4 FEET
CITY OF FORT COLLINS ENGINEERING DEPARTMENT
DRAKE 5 ZIEGLER ROADS
CTL I T PROJECT NO FC04378 135
. A
10 100
DRY UNIT WEIGHT= 118 PCF
MOISTURE CONTENT= 13 8 T
10 100
DRY UNIT WEIGHT= 111 PCF
MOISTURE CONTENT= 183 %
Swell Consolidation
Test Results FIGURE A 1
2
1
z 0
O
U1
z
Q 1
a
Z 2
O
y
07
W
Q 3
a
2
O
U
EXPANSION UNDER CONSTANT
PRESSURE DU TO WETTING
01 10
APPLIED PRESSURE KSF
Sample Of FILL, CLAY SANDY
From TH 7 AT 2 FEET
2
1
z
O 0
as
z
oc
IL
�( 1
a'
O 2
y
rn
W
IC
O. 3
i
O
U
EXPANSION UNDER CONSTANT
PRESSURE DUE TO WETTING
01 10
APPLIED PRESSURE KSF
Sample of CLAY SANDY (CL)
From TH 7 AT 9 FEET
CITY OF FORT COLLINS ENGINEERING DEPARTMENT
DRAKE S ZIEGLER ROADS
CTL I T PROJECT NO F004378 135
Ir
10 100
DRY UNIT W EIGHT= 1 D8 PCF
MOISTURE CONTENT= 198 %
10 100
DRY UNIT WEIGHT= 91 PCF
MOISTURE CONTENT. 31 9 %
Swell Consolidation
Test Results
FIGURE A 2
3
2
1
z 0
O
M
z
IL 1
X
W
a
z 2
O
to
W
IL 3
IL
2
O
t>
EXPANSION UNDER CONSTANT
TO WETTING
01 10
APPLIED PRESSURE KSF
Sample of FILL SAND CLAYEY _
From TH 10 AT 2 FEET
3
2
1
z
O 0
a
z
IL
x 1
Iu
ag
z
O 2
W
IL
IL 9
2
U
L
NO MOVEMENT DUE TO WETTING
01 10
APPLIED PRESSURE KSF
Sample Of FILL CLAY SANDY
From TH 11 AT 4 FEET
CITY OF FORT COLLINS ENGINEERING DEPARTMENT
DRAKE & ZIEGLER ROADS
CTL I T PROJECT NO FCM78 135
10 100
DRY UNIT WEIGHT= 112 PCF
MOISTURE CONTENT= 128 %
10 100
DRYUNITWEIGHT= 112 PCF
MOISTURE CONTENT= 146 %
Swell Consolidation
Test Results
FIGURE A 3
HYDROMETER ANALYSIS
SIEVE ANALYSIS
25 HR
7HR
TIME READINGS
US STANDARD SERIES
CLEAR SQUARE OPENINGS
45 MIN
15 MIN
SO MIN 19 MIN 4 MIN
1 MIN '200 100
50 40 30 16
10 6 4
3A3
3/4 1%
3
5 6 S
003
E
f-,
30
50
le
-
i
50
40-+
30
20--
--+ —
--
--
- -
- - -
- -
_
60
10
o-�---fi
i
r `---
�-_
001
0 =
OD5 009 019
037 074 149
297 M 119
2 0 2 36 476
962
191 351
7&2
12l =I
0.42
52
DIAMETER
OF PARTICLE IN MILLIMETERS
CLAY (PLASTIC) TO SILT (NONPIASTIC)
S!tL
GRAVEL
FINE
MEDIUM
COARSE
FINE
COARSE
I COBBLES
sample Or FILL SAND CLAYEY (SC)
From TH 1 AT 0 4 FEET
GRAVEL 7 % SAND 56 %
SILT & CLAY 37 0/ LIQUID LIMIT %e
PLASTICITY INDEX %
HYDROMETER ANALYSIS
SIEVE ANALYSIS
25 HR 7HR
TIME READINGS
US STANDARD SERIES
CLEAR SQUARE OPENINGS
"MIN 15 MIN
SO MIN 19 MIN 4 MIN
1 MIN
200 100
SO 40 30 16
10 6
4
w 314 1%
3
5 6 60
100 r__--�__1
-
—� ___
—
10
20
270
13040
w
SO
q
—
40
- - �_ -
i -
- -
-
30
_
r
t
I
I
70
20 _
_
10I
IM
001 0002
005 009 019
037 074 10
297 so 119
20 235 470
M52 191
351
762
127 200
042
62
DIAMETER
OF PARTICLE IN MILLIMETERS
CLAY (PLASTIC) TO SILT(NO*PLASTIC)
SANDS
GRAVEL
FINE
MEDIUM
COARSE
FINE I
COARSE
I COBBLES
Sample Of FILL SAND CLAYEY (SC) GRAVEL 6 % SAND 52 %4
From TH 3 AT 0 4 FEET_ SILT & CLAY 42 % LIQUID LIMIT %
PLASTICITY INDEX
CITY OF FORT COLLINS ENGINEERING DEPARTMENT
DRAKE & ZIEGLER ROADS
PROJECT NO FC04378 135
Gradation
Test Results
FIGURE A 4
Ir
HYDROMETER ANALYSIS
SIEVE ANALYSIS
25HR
7HR TIME READINGS
U S. STANDARD SERIES
CLEAR SQUARE OPENINGS
46 MIN
16 MIN 60 MIN 19 MIN 4 MIN
1 MIN
200
100
50 40 So 16
10 6
4 3/8' 3/4 1M 3
5 6 S
00
-
--
90'to
-
-
-- _
- -
90--
_
_4
20
70
_
a
w
40
-So
U
f
S
I
jeo
r
_
30
20
—
-
— -
10
I+
_ __
_— -
+ -
_
OE.--
- -
=
90
001
0002 oD6 009 019
OW074
149
297 590 119
20 236 476
952 191 361 762
127 200
0
62
DIAMETER
OF PARTICLE IN MILLIMETERS
CLAY (PLASTIC) TO SILT (NON PLASTIC)
SANDS
GRAVEL
FINE
MEDIUM
COARSE
FINE COARSE COBBLES
Jample Ot FILL SAND CLAYEY (SC) _
From TH 5 AT 0 4 FEET
GRAVEL 7 % SAND 50 %
SILT & CLAY 43 % LIQUID LIMIT %
PLASTICITY INDEX %
HYDROMETER ANALYSIS
I
SIEVE ANALYSIS
25HR
7HR TIME READINGS
US STANDARD SERIES
CLEAR SQUARE OPENINGS
45 MIN
15 MIN Go MIN 19 MIN. 4 MIN 1 MIN
200
100
50 40 30 16
10 9
4
3/8
314 1N 3 5 6 6
0
90
110
I
{
r70
-�
� so
-
'
- -
-
- — - T
- — -
-
40
-
40
I
1
_3
I
—
- -
So
a
$
F--4_
I
zo
i
r
� _
70
10
-T r
t
,
log
001
0 002 005 009 019 037 074
149
297 119
20 2 35 4 7S
952
191 36.1 762 127 200
�590
042
52
DIAMETER
OF PARTICLE IN MILLIMETERS
CLAY (PLASTIC)TO SILT (NON PLASTIC)
BARDS
GRAVEL
FINE
MEDIUM
COARSE
FINE
COARSE I COBBLES
Sample Of FILL SAND CLAYEY (SC) _
From TH 7 AT 0-4 FEET
CITY OF FORT COLLINS ENGINEERING DEPARTMENT
DRAKE & 23EGLER ROADS
PROJECTNO FC04378-135
GRAVEL 12 % SAND 45 %
SILT & CLAY 43 % LIQUID LIMIT %
PLASTICITY INDEX - %
Gradation
Test Results
FIGURE A 5
IF
HYDROMETER ANALYSIS
I
SIEVE ANALYSIS
25 HR ] HR TIME READINGS
US STANDARD SERIES
CLEAR SQUARE OPENINGS
45 MIN ISMIN W MIN 19 MIN 4 MIN 1 MIN '200 100
60 40 30 18
10 8 4 3I8
3/4 114 3 5 5 8
IN
_ -
- 0
90
10
50
20
70
—_ 40
w
O�
50
40
-
I
Bo
c
70
201
+-
-
--_ -
to
so
001 0002 005 009 019 03] W4 149
2970�Soo 119
20238 476 952
IN
191 351 762 IV 200
62
DIAMETER
OF PARTICLE IN MILLIMETERS
CLAY (PLASTIC) TO SILT (NON�PLASTIC)
SM9lS
GRAVEL
FINE
r MEDIUM
ICOARSEI
FINE
I COARSE I COBBLES
Sample Of FILL _SAND CLAYEY (SC) GRAVEL 7 % SAND 56 %
From TH 9 AT D 4 FEET SILT & CLAY 37 % LIQUID LIMIT %
PLASTICITY INDEX %
HYDROMETER ANALYSIS
SIEVE ANALYSIS
26 HR 7 HR TIME READINGS
US STANDARD SERIES
CLEAR SQUARE OPENINGS
45 MIN ISMIN 80 MIN 19 MIN 4 MIN 1 MIN 200
IN
50 40 30 16
10 8 4
3/8
3N
1 N
3
56 5
{
-_
_--
- 0
—
BO
270
u 80
r
I
30
140
Iu
�Bp
°p
-
-
_
fio
k
30
-- -
-
-
- -
-
70
K
-
20
T
80
10
0
- - -
—
100
001
0002 005 ON019 ON074
10
297 1 19
2 0 2 38 4 75
952
191
3&1
76 2
127 200
0 42590
152
DIAMETER
OF PARTICLE IN MILLIMETERS
CLAY (PLASTIC) TO SILT (NON PLASTIC)
SANDS
I
GRAVEL
FINE
MEDIUM
COARSE
FINE
COHSE
COBBLE9
SOmp1e Of FILL SAND CLAYEY (SC)
From TH 11 AT 0-4 FEET
CITY OF FORT COLLINS ENGINEERING DEPARTMENT
DRAKE & ZIEGLER ROADS
PROJECT NO FC04378 135
GRAVEL 14 % SAND 48%
SILT & CLAY 38 % LIQUID LIMIT %
PLASTICITY INDEX %
Gradation
Test Results
FIGURE A 6
TABLE Ad
SUMMARY OF LABORATORY TESTING
u
MOISTURE
DRY
ATTERBERG
LIMITS
I
PASSING
NO 200
SOLUBLE
CLASSIFICATION
L ID
PLASTICITY
APPLIED
BORING
DEPTH
CONTENT
DENSITY
LIMIT
I
INDEX
SWELL
PRESSURE
SIEVE
SULFATES
AASHTO
UNIFIED
NO
fE
%
PC
%
KS
%
%
DESCRIPTION
TH 1
981
38
1 25
371
0028
A 4
SC
FILL SAND CLAYEY
TH 1
2
2
118
22
150
CL
FILL CLAY SANDY
TH 2
4
328
TH 3
89
30
14
SC
FILL SAND CLAYEY
TH-32
2
421
0 080
A-8 2
SC
FILL SAND CLAYEY
hid
11 9
117
SC
FILL SAND CLAYEY
4
183
111
03
150
SC
SAND CLAYEY
TH 5
0-4
74
30
17
428
1 0048
A 3
SC
FILLSAND CLAYEY
TH 5
TH-
21
6 4
SC
FILL, SAND CLAYEY
4
195
106
CL
CLAY SANDY
7
TH 7
0.4
12 9
36
22
426
0 036
A 5
SC
FILL SAND CLAYEY
TH7
2
1 198
106
10
150
SC
FILL SAND CLAYEY
TH 7
9
31 9
91
0 1
CL
CLAY SANDY
TH-8
4
131
117
CL
FILL, CLAY SANDY
TH-9
64
85
32
18
395
0090
A-63
SC
FILL SAND CLAYEY
TH 9
2 1
106
115
SC
FILL, SAND CLAYEY
TH 10
2
128
112
0 8
150
SC
FILLSAND CLAYEY
TH 10
4
113
SC
FILL SAND CLAYEY
TH 11
04
81
38
25
384
0028
A-6 4
SC
FILL SAND CLAYEY
TH 11
2
139
116
CL
FILL SAND CLAYEY
TH 11
4
146
112
00
150
CL
FILL CLAY SANDY
CffY OF FORT COLLINS ENGIREERINO DEPARTAENi
CRIMEi LEOIER 110 G PBROVENEM PROJECT
CTLIT PROJECT NO FC0137&135
Page 1 of 1
608-06
Colored Concrete Bike Path 5" Fibermesh
15 500
SF
608-07
San Diego Buff Concrete @ 20X7 Box Culvert - (6"
Depth)
582
SF
608-08
Exposed Aggregate Median Cover - San Diego Buff
429
SF
609-01
Vertical Curb and Gutter 30"
9 842
LF
609-02
Outfall Vertical Curb and Gutter 18
286
LF
619-01
8 DIP CI-52 Water Main
210
LF
619-02
6 DIP CL-52 Water Main
20
LF
619-03
6 Gate Valve and Box
1
EA
619-04
8"X8"X6" Swivel Tee W/TB
1
EA
619-05
Fire Hydrant Assembly
1
EA
619-06
1 Irrigation Service & Meter Pit - Copper -Corp -Curb
Stop - per COFC Spec
1
LS
619-07
8" x 8' x 1 Tapping Sleeve for Irrigation
1
LS
Subtotal Drake/Ziegler Phase III
Subtotal Lanscaping Quantities
Misceftrwous Quantities
-
Contract Bond
1
LS
625-01
Construction Surveying
1
LS
626-01
Mobilization
1
LS
Subtotal Drake/Ziegler Phase II Misc Quantities
Total Base Bid
Total Base Bid in Words
Rev 10/20/07 Section 00300 Page 4
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 (25%) of the total Agreement
Price
RESPECTFULLY SUBMITTED
Signature
Title
CONTRACTOR
License Number (If Applicable)
(Seal - if Bid is by corporation)
Attest
Address
Telephone
Email
Date
Rev 10/20/07 Section 00300 Page 5
SECTION 00400
SUPPLEMENTS TO BID FORMS
00410 Bid Bond
00420 Statement of Bidder's Qualifications
00430 Schedule of Subcontractors
Rev 10/20/07 Section 00410 Page 1
SECTION 00410
KNOW ALL MEN BY THESE PRESENTS
that we, the undersigned
as Principal, and as Surety, are
hereby held and
firmly bound unto the City of
Fort Collins, Colorado, as OWNER,
in the sum of
$
for the
payment of which, well and truly
to be made, we
hereby jointly
and severally
bind ourselves, successors, and assigns
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, 6099 Drake Ziegler Improvements Project
Phase III
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
Rev 10/20/07 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)
LM
Title
SURETY
(SEAL)
Rev 10/20/07 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's
10 Are you debarred by any government agency?
If yes list agency name
Rev 10/20/07 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 Work similar in importance to this
project
14 Background and experience of the principal members of your organization,
including officers
15 Credit available $
16 Bank reference
17 Will you, upon request, fill out a detailed financial statement and
furnish any other information that may be required by the OWNER?
19
Are you licensed as a General CONTRACTOR
If yes, in what city, county and state>
class, license and numbers?
Do you anticipate subcontracting
Contract?
If yes, what percent of total contract?
and to whom?
What
Work under this
20 Are any lawsuits pending against you or your firm at this time?
IF yes, DETAIL
Rev 10/20/07 Section 00420 Page 2
21 What are the limits of your public liability> DETAIL
22
What company?
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
Rev 10/20/07 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
Section 00430 Page 1
SECTION 00020
INVITATION TO BID
Date April 7, 2008
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 May 8, 2008, for the 6099 Drake Ziegler Improvements Project Phase III BID
NO 6099 If delivered, they are to be delivered to 215 North Mason Street,
2"' 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 6099 Drake Ziegler
Improvements Project Phase III Drake/Ziegler Phase III Improvements begin 100
feet east of the Drake Road/Environmental Drive intersection and continue to
Horsetooth Road The improvements include minor earthwork, water line
installation, stormsewer installation, one cast in place 20'x 7' box culvert,
one precast 4'x 8' box culvert, full depth asphalt roadway installation, curb
and gutter installation, sidewalk installation
The Contractor will provide construction surveying The City will provide
traffic control The Contractor will be required to work with our traffic
control supervisor
Material Testing will be provided by the City and performed by CTL Thompson,
Inc of work
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 April 8, 2008
A prebad conference and Sob walk with representatives of prospective Bidders
will be held at 1 00 pm, on April 17, 2008, at 281 North College Avenue,
Conference Room A, Fort Collins
Prospective Bidders are invited to present their questions relative to this
Bid proposal at this meeting
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 mercury-ldo com
Copies of the Contract Documents, complete with Construction Specifications
and Drawings, may be viewed and purchased at
Rev 10/20/07 Section 00020 Page 1
SECTION 00500
AGREEMENT FORMS
00510 Notice of Award
00520 Agreement
00530 Notice to Proceed
SECTION 00510
NOTICE OF AWARD
Date
TO
PROJECT 6099 Drake Ziegler Improvements Project Phase III
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 6099 Drake Ziegler Improvements Project Phase
III Improvements begin 100 feet east of the Drake Road/Environmental Drive
intersection and continue to Horsetooth Road The improvements include minor
earthwork, water line installation, stormsewer installation, one cast in place
201x 7' box culvert, one precast 4'x 8' box culvert, full depth asphalt
roadway installation, curb and gutter installation, sidewalk installation
The Contractor will provide construction surveying The City will provide
traffic control The Contractor will be required to work with our traffic
control supervisor
Material Testing will be provided by the City and performed by CTL Thompson,
Inc
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
OWNER to consider your Bid abandoned,
declare your Bid Security forfeited
within the time specified will entitle
to annul this Notice of Award and to
Section 00510 Page 1
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
M
City of Fort Collins
OWNER
James B O'Neill, II, CPPO, FNIGP
Director of Purchasing & Risk Management
7/96 Section 00510 Page 2
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 6099 Drake
Ziegler Improvements Project Phase III Improvements begin 100 feet east of
the Drake Road/Environmental Drive intersection and continue to Horsetooth
Road The improvements include minor earthwork, water line installation,
stormsewer installation, one cast in place 201x 7' box culvert, one precast
41x 8' box culvert, full depth asphalt roadway installation, curb and gutter
installation, sidewalk installation and is generally described in Section
01010
The Contractor will provide construction surveying The City will provide
traffic control The Contractor will be required to work with our traffic
control supervisor
Material Testing will be provided by the City and performed by CTL Thompson,
Inc
ARTICLE 2 ENGINEER
The Project has been designed by JR Engineering, 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 within Ninety (90) working
days after the date when the Contract Times commence to run as provided in the
General Conditions and completed and ready for Final Payment and Acceptance in
accordance with the General Conditions within One Hundred (100) working days
after the date when the Contract Times commence to run
Section 00520 Page 1
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 ($2363 00) for each
calendar day or fraction thereof that expires after the Ninety (90)
working day period for Substantial Completion of the Work until the
Work is Substantially Complete
2) Final Acceptance
After Substantial Completion, Six Hundred Dollars ($600 00) for
each calendar day or fraction thereof that expires after the Ten
(10) working day period for Final Payment and Acceptance until the
Work is ready for Final Payment and Acceptance
ARTICLE 4 CONTRACT PRICE
4 1 OWNER shall pay CONTRACTOR for performance of the Work in
accordance with the Contract Documents in current funds as follows ($ ),
$ Dollars, in accordance with Section 00300, attached and incorporated
herein by this reference
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
Section 00520 Page 2
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
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
Section 00520 Page 3
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
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 1Certificate of Substantial Completion
7 2 2 Certificate of Final Acceptance
7 2 3Lien Waiver Releases
7 2 4Consent of Surety
7 2 5Application for Exemption Certificate
7 2 6Application for Payment
7 3 Drawings, consisting of a cover sheet and sheets numbered as
follows
Sheet 1 Cover Sheet
Sheet 2 Typical Sections
Sheet 3 General Notes
Sheet 4 Horizontal Control
Section 00520 Page 4
Sheet
5
Phasing Plan
Sheet
6
Right of Way Map
Sheet
7-9
Remove and Replace Plans
Sheet
10-14
Plan and Profile
Sheet
15-16
Grading Plan
Sheet
17-18
Erosion Control Plans
Sheet
19-25
Storm Sewer Plan and Profile
Sheet
26
FCRID Realignment Plan and Profile
Sheet
27-28
FCRID Realignment Cross Sections
Sheet
29-32
Foothills Channel 20'x7' C I P Box
Culvert Details
Sheet
33-34
Signing and Striping Plans
Sheet
35-43
Roadway Cross Sections
Sheet
44
Pond 269 8'x4' Precast Box Culvert Plan
and Profile
Sheet
45
Pond 269 Grading and Erosion Control
Plan
Sheet
50-51
Pond 269 Details
Sheet
58-63
Cottonwood Roadway Plans
Sheet
69-74
Details
Extra
Sheet
Informational Sheet regarding Soil -
Cement Drop Structure
for removal
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
Section 00520 Page 5
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
OWNER CITY OF FORT COLLINS CONTRACTOR
By
JAMES B O'NEILL II, CPPO, FNIGP
DIRECTOR OF PURCHASING
AND RISK MANAGEMENT
Date
Attest
City Clerk
wo
Title
Date
(CORPORATE SEAL)
Attest
Address for giving notices Address for giving notices
P 0 Box 580
Fort Collins, CO 80522
LICENSE NO
Approved as to Form
Assistant City Attorney
Section 00520 Page 6
Section 00520 Page 7
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
Rev 10/20/07 Section 00020 Page 2
SECTION 00530
NOTICE TO PROCEED
Description of Work 6099 Drake Ziegler Improvements Pro3ect Phase III
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
20 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
0
Title
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
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
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 , 2008, a
copy of which is hereto attached and made a part hereof for the performance of
The City of Fort Collins project, 6099 Drake Ziegler Improvements Project
Phase III
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
Rev 10/20/07 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
(Corporate Seal)
IN PRESENCE OF
IN PRESENCE OF
(Surety Seal)
Principal
(Title)
(Address)
Other Partners
By
By
Surety
By
By
(Address)
NOTE Date of Bond must not be prior to date of Agreement
If CONTRACTOR as Partnership, all partners should execute Bond
Rev 10/20/07 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 , 2008,
a copy of which is hereto attached and made a part hereof for the performance
of The City of Fort Collins project, 6099 Drake Ziegler Improvements Project
Phase III
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
Rev 10/20/07 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
(Title)
(Address)
(Corporate Seal)
IN PRESENCE OF Other Partners
IN PRESENCE OF Surety
By
By
(Address)
(Surety Seal)
NOTE Date of Bond must not be prior to date of Agreement
If CONTRACTOR is Partnership, all partners should execute Bond
Rev 10/20/07 Section 00615 Page 2
SECTION 00630
CERTIFICATE OF INSURANCE
CONTRACTOR shall insert his own standard form for Certificate of Insurance
Rev 10/20/07 Section 00630 Page 1
SECTION 00635
CERTIFICATE OF SUBSTANTIAL COMPLETION
TO CITY OF FORT COLLINS
(OWNER)
DATE OF SUBSTANTIAL COMPLETION PROJECT TITLE 6099 Drake Ziegler
Improvements Project Phase III
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
59
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
Rev 10/20/07 Section 00635 Page 1
SECTION 00640
CERTIFICATE OF FINAL ACCEPTANCE
TO
Gentlemen
20
You are hereby notified that on the day of , 20, the City of
Fort Collins, Colorado, has accepted the Work completed by
for the City of Fort Collins project, 6099 Drake Ziegler Improvements Project
Phase III
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 , 20
In conformance with the Contract Documents for this project, your obligations
and guarantees will continue for the specified time from the following
date 20
Sincerely,
OWNER City of Fort Collins
By
Title
ATTEST
Title
Rev 10/20107 Section 00640 Page 1
SECTION 00650
LIEN WAIVER RELEASE
(CONTRACTOR)
TO City of Fort Collins, Colorado (OWNER)
FROM (CONTRACTOR)
PROJECT 6099 Drake Ziegler Improvements Project Phase III
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,
employees, servants, agents or assigns against the project or against the
OWNER or its officers, employees, agents or assigns arising out of the
Rev 10/20/07 Section 00650 Page 1
1
2
3
to
Construction Document Ordering Instructions
(Download a complete P1anWell 4 0 Ordering Guide from www planwell com)
GO TO www, mercury-ldo com
SELECT Denver Links "Plan Well
V
PlanWeE
ml
EM
.. oI
SELECT Public :Vmcwallor-
Planroom "GO °I
Mercury/LDD Colorado
V
Plai I
Digital Document Management & Distribution
pLaw Name
0
IPaeswaN�-
romd var oasswara
NM a memaeryMa
sloe up now
W I I In 9 J
I I tt h wtl
Anti P MW Rnpch o
fpBidding h RI IT
No login llayutrea A
I AU want acoeas ow
odays standard in
O I io planrnorn
sa 3a
Onbno Imdahon to bid
mtda'asy
sarg In.
SELECT the desired Project Number from the list
Rev 10/20/07 Section 00020 Page 3
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_
M
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
Rev 10/20/07 Section 00650 Page 2
SECTION 00660
CONSENT OF SURETY
TO City of Fort Collins, Color
(hereinafter referred to as the "OWNER
CONTRACTOR
PROJECT 6099 Drake Ziegler Improvements Project Phase III
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)
LE
ATTACH Power of Attorney and Certificate of Authority of Attorney(s)-in-
Fact
Rev 10/20/07 Section 00660 Page 1
DR 0172 (12/98)
COLORADO DEPARTMENT OF REVENUE
DENVER CO 80261
(303)232 2416
SECTION 00670
CONTRACTOR APPLICATION
FOR
EXEMPTION CERTIFICATE
Pursuant to Statute
Section 39-26 114(1)(a)(XIX)
DO NOT WRITE IN THIS SPACE
The exemption certificate for which you are applying must be used only for the 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 of the 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
Registration/Account No (to be assigned by DOR)
Penod
0170-750 (999) $0 00
89 -
s Cv rya_
Trade name/DBA
Owner partner or corporate name
Mailing address (City State Zip)
Contact Person
E Mail address
Federal Employer s Identification Number
Bid amount for your contract
$
Fax Number
( )
Business telephone number
Colorado withholding tax account number
WK—�
' i` r' -'aJµf �' .� �w� >! ��19tft�
Name of exempt organization (as shown on contract)
s number
Address of exempt organization (City State Zip)
Principal contact at exempt organization
Principal contacts telephone number
Physical location of project site (give actual address when applicable and Cities and/or County (ies) where protect Is located)
Scheduled Month Day Year
Esbmated Month Day Year
construction start date
completion date
"�X r #y Sr
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
Title of corporate officer
Date
Section 00670 Page 1
DO NOT WRITE BELOW THIS LINE
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 exemption to subcontractors Only
prime contractors will receive a Contractors 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 subcontractors name and address and signing
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 contractors 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 succeeding 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
W obN:I�
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 EJCDC No 1910 8 (1990 Edition) as a base Changes to
that document are shown by underhnmg 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
11
Addenda
12
Agreement
1 3
Application for Payment
1 4
Asbestos
15
Bid
16
Bidding Documents
1 7
Bidding Requirements
18
Bonds
19
Change Order
1 10
Contract Documents
111
Contract Price
112
Contract Times
113
CONTRACTOR
1 14
defective
1 15
Drawings
1 16
Effective Date of the Agreement
117
ENGINEER
1 18
ENGINEERS Consultant
1 19
Field Order
1 20
General Requirements
1 21
Hazardous Waste
122 a
Laws and Regulations Laws or
Regulations
1 22 b
Legal Holidays
123
Liens
124
Milestone
125
Notice of Award
1 26
Notice to Proceed
127
OWNER
1 28
Partial Utilization
129
PCBs
130
Petroleum
131
Project
1 32 a
Radioactive Material
1 32 b
Regular Working Hours
133
Resident Project Representative
134
Samples
135
Shop Drawings
136
Specifications
1 37
Subcontractor
1 38
Substantial Completion
139
Supplementary Conditions
140
Supplier
141
Underground Facilities
142
Unit Price Work
143
Work
1 44
Work Change Directive
145
Written Amendment
Page Article or Paragraph
Number Number & Title
Page
Number
1 2 PRELIMINARY MATTERS
3
1 21
Delivery of Bonds
3
1 22
Copies of Documents
3
1 23
Commencement of Contract
1
Times Notice to Proceed
3
1 24
Starting the Wort.
3
1 25 27
Before Starting Construction
1
CONTRACTOR s Responsibility
I
to Report Prelunmary Schedues
I
Delivery of Certificates of
1
Insurance
34
1 28
Preconstruction Conference
4
1 29
Initially Acceptable Schedules
4
I
t 3 CONTRACT DOCUMENTS INTENT
t AMENDING REUSE
4
1 3 1 32
Intent
4
l 33
Reference to Standards and Speci
l
frcations of Technical Societies
l
Reporung and Resolving Dis
crepancies
4 5
2 34
Intent of Certain Terms or
Adjectives
5
2 35
Amending Contract Docwents
5
2 36
Supplementing Contract
2
Documents
5
2 37
Reuse of Documents
5
2 4 AVAILABILITY OF LANDS
2
SUBSURFACE AND PHYSICAL CONDITIONS
2
REFERENCE POINTS
5
2
41
Availability of Lands
5 6
2
42
Subsurface and Physical
2
Conditions
6
2
42 1
Reports and Drawings
6
2
42 2
Lun ited Reliance by CONTRAC
2
TORAuthonzed Technical
2
Data
6
2
423
Notice of Differing Subsurface
2
or Physical Conditions
6
2
424
ENGINEER s Review
6
2
425
Possible Contract Documents
2
Change
6
2
426
Possible Price and Times
23
Adjustments
67
3
43
Physical Conditions Underground
3
Facilities
7
3
43 1
Shown or Indicated
7
3
43 2
Not Shown or Indicated
7
44
Reference Points
7
ESCDC GENERAL CONDITIONS 1910 8 (1990 EDITION)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99)
Article or Paragraph
Page
Article or Paragraph
Page
Number & Title
Number
Number & Title
Number
45
Asbestos, PCBs Petroleum
625
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
626
Shop Drawing & Sample Submit
5 1 5 2
Performance Payment and Other
talc Review by ENGINEER
16 17
Bonds
8
627
Responsibility for Variations
53
Licensed Sureties and Insurers
From Contract Documents
17
Certificates of Insurance
8
628
Related Work Performed Prior
54
CONTRACTOR s Liability
to ENGINEER s Review and
Insurance
9
Approval of Required
55
OWNER s Liability Insurance
9
Submittals
17
56
Property Insurance
9 10
629
Continuing the Work
17
57
Botler and Machinery or Addi
630
CONTRACTOR s General
tional Property Insurance
10
Warranty and Guarantee
17
58
Notice of Cancellation Provision
10
631 633
Indemnification
17 18
59
CONTRACTOR Responsibility
634
Survival of Obligations
18
for Deductible Amounts
10
510
Other Special Insurance
10
7 OTHER WORK
18
511
Waiver of Rights
11
71 73
Related Work at Site
18
5 12 5 13
Receipt and Application of
74
Coordination
18
Insurance Proceeds
1011
514
Acceptance of Bonds and Insn
8 OWNER S
RESPONSIBILITIES
18
ante Option to Replace
11
8 1
Communications to CON
5 15
Partial Utilization Property
TRACTOR
18
Insurance
11
82
Replacement of ENGINEER
18
83
Furnish Data andPay Promptly
6 CONTRACTORS RESPONSIBILITIES
11
When Due
18
6 1 6 2
Supervision and Superintendence
11
84
Lands and Easements Reports
6 3 6 5
Labor Materials and Equipment
11 12
and Tests
18 19
66
Progress Schedule
12
85
Insurance
19
67
Substitutes and Or Equal Items
86
Change Orders
19
CONTRACTORS Expense
87
Inspections Tests and
Substitute Construction
Approvals
19
Methods or Procedures
88
Stop or Suspend Work
ENGINEERS Evaluation
12 13
Terminate CONTRACTORS
6 8 6 11
Concerning Subcontractors
Services
19
Suppliers and Others
89
Limitations on OWNER S
Waiver of Rights
1314
Responsibilities
19
612
Patent Fees and Royalties
14
810
Asbestos PCBs Petroleum
613
Permits
14
Hazardous Waste or
614
Laws and Regulations
14
Radioactive Material
19
6 15
Taxes
14 15
811
Evidence of Financal
616
Use of Premises
15
Arrangements
19
617
Site Cleanliness
15
618
Safe Structural Loading
15
9 ENGINEERS STATUS DURING
619
Record Documents
15
CONSTRUCTION
19
620
Safety and Protection
15 16
91
OWNERS Representative
19
621
Safety Representative
16
92
Visits to Site
19
622
Hazard Communication Programs
16
93
Project Representative
19 21
623
Emergencies
16
94
Clarifications and Interpre
624
Shop Drawings and Samples
16
tations
21
95
Authorized Variations in V&k
21
E.8•DC GENERAL CONDITIONS 1910 8 (1990 EDITION)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99)
Article or Paragraph
Page
Article or Paragraph
Page
Number & Title
Number
Number & Title
Number
96
Rejecting Defective Work
21
138 139
Uncovering Work at ENGI
9799
Shop Drawings Change Orders
NEER s Request
2728
and Payments
21
1310
OWNER May Stop the Work
28
9 10
Determmaticris for Unit Prices
21 22
1311
Correction or Removal of
911 9 12
Decisions on Disputes ENGI
Defective Work
28
NEER as Initial Interpreter
22
13 12
Correction Period
28
913
Limitations on ENGINEERS
13 13
Acceptance of Defective Work
28
Authority and Responsibilities
2223
13 14
OWNER May Correct Defective
Work
28 29
CHANGES IN THE WORK
23
101
OWNER s Ordered Change
23
14 PAYMENTS TO CONTRACTOR AND
102
Claim for Adjustment
23
COMPLETION
29
103
Work Not Required by Contract
141
Schedule of Values
29
Documents
23
142
Application for Progress
104
Change Orders
23
Payment
29
105
Notification of Surety
23
143
CONTRACTORs Warranty of
Title
29
CHANGE OF CONTRACT PRICE
23
144 147
Review of Applications for
11 1 113
Contract Price Claim for
Progress Payments
2930
Adjustment Value of
148 149
Substantial Completion
30
the Work
23 24
1410
Partial Utilization
30 31
11 4
Cost of the Work
24 25
1411
Final Inspection
31
11 5
Exclusions to Cost of the Work
25
1412
Final Application for Payment
31
116
CONTRACTORs Fee
25
1413 1414
Final Payment and Acceptance
31
11 7
Cost Records
25 26
1415
Waiver of Claims
31 32
11 8
Cash Allowances
26
119
Unit Price Work
26
15 SUSPENSION OF WORK AND
TERMINATION
32
CHANGE OF CONTRACT TIMES
26
151
OWNER May Suspend Work
32
121
Claim for Adjustment
�6
152154
OWNER May Terminate
32
122
Time of the Essence
26
155
CONTRACTOR May Stop
123
Delays Beyond CONTRACTORS
Work or Terminate
3233
Control
2627
124
Delays Beyond OWNERS and
16 DISPUTE RESOLUTION
33
CONTRACTOR s Control
27
17 MISCELLANEOUS
33
TESTS AND INSPECTIONS
CORRECTION
171
Giving Notice
33
REMOVAL OR
ACCEPTANCE OF
172
Computation of Times
33
DEFECTIVE WORK
�7
173
Notice of Claim
33
131
Notice of Defects
27
174
Cumulative Remedies
33
132
Access to the Work
27
175
Professional Fees and Court
133
Tests and Inspections
Costs Included
33
CONTRACTORS Cooperation
27
176
Applicable State Laws
33 34
13 4
OWNER s Responsibilities
Intentionally left blank
35
Independent Testing Laboratory
27
13 5
CONTRACTORS
EXHIBIT GC A
(Optional)
Responsibilities
z7
Dispute Resolution Agreement
GC Al
136 137
Covering Work Prior to Inspeo
161 166
Arbitration
GC Al
tion Testing or Approval
27
167
Mediation
GC Al
EICDC OEN AL CONDITIONS 1910 8 (1990 EDITION)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99)
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
9 IZ 14 15
insurance
5 14
other Work, by CONTRACTOR
73
Substitutes and Or Equal Items
6 7 1
Work by OWNER
25 630 634
Access to the
Lands OWNERandCONTRACTOR
responsibilities
41
site related Work
72
Work
132 1314 149
Acts or Omissions Acts and Omissions
CONTRACTOR
691 9133
ENGINEER
620 9 13 3
OWNER
620 89
Addenda definition of (also see
definition of Specifications)
(1 6 1 10 6 19) 1 1
Additional Property Insurances
57
Adjustments
Contract Price or Contract
Times 15
35 41 432 452
453 94 95 102104
11 12 148 151
progress schedule
66
Agreement
definition of
12
All Risk Insurance policy form
562
Allowances Cash
11 8
Amending Contract Documents
35
Amendment Written
in general 1 10 145
3 5 5 10 5 12 6 6 2
682 619 101 104 112
121 13 12 2 1472
Appeal OWNER or CONTRACTOR
intent to 9 10 9 11 10 4 16 2 16 5
Application for Payment
definition of
1 3
ENGINEERS Responsibility
99
final payment 9 13 4 913 5
14 12 14 15
in general 2 8 2 9 5 6 4 9 10 15 5
progress payment
141 147
review of
144 147
Arbitration
161 166
Asbestos
clams pursuant thereto
4 5 2 45 3
CONTRACTOR authorized to stop Work
4 5 2
definition of
14
Article or Paragraph
Number
OWNER responsibility for 4 5 1 8 10
possible price and times change 452
Authorized Variations in Work 36 625 627 95
Availability of Lands 41 84
Award Notice of defined 125
Before Starting Construction 25 28
Bid definition of 1 5 (1 1 110 23 33
4264 613 1143 1191)
Bidding Documents definition
of
16(682)
Bidding Requirements definition
of
17(11 4262)
Bonds
acceptance of
5 14
additional bonds
105 11459
Cost of the Work
1154
definition of
1 8
delivery of
21 5 1
final Application for Payment
1412 1414
general
110 5 1 5 3 5 13
913 105 1476
Performance Payment and Other
5 1 5 2
Bonds and Insurance in general
5
Builders risk all risk policy form
5 6 2
Cancellation Provisions Insurance
54 11 58 5 15
Cash Allowances
11 8
Certificate of Substantial Completion
1 38 63023
148 1410
Certificates of Inspection
9 134 135 14 12
Certificates of Insurance 2 7
53 5 4 11 54 13
565 58
514 9 13 4 1412
Change in Contract Price
Cash Allowances
clam for price
adjustment 4 1 426 45
95 911 102
13 13 13 14
CONTRACTORS fee
Cost of the Work
general
Exclusions to
Cost Records
in general 1 19
Lump Sum Pricing
Notification of Surety
Scope of
Testing and Inspection
Uncovering the Work
118
515 682 94
105 11 2 139
147 151 155
116
114117
115
117
144 911 1042 1043 II
1132
105
103 104
139
ETCDC GENERAL CONDITIONS 1910 S (1990 EDITION)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99)
5
CLICK
"Most Current Set to View the list of documents
available for
the project
Drder items by clicking
the cart Icon
Stxt Order
Item Browser
son 11
mCM Host Current
Se
patty I ® Most Current et As at h112/200514 44 00M t
S1Qja de Set
FllaRevison 1
dalRey s on 2
r�
®E1 �I Issue Set 7/29/2002 Architectural 4x36 LBW
®92
Sy Issue Set 7/29/2002 Architectural 24X36 LBW
Revision 2 2/10/2004 Archtectural 24%36 LBW
Issue Set 7/29/2002 Architectural 24k36 LBW
®A @
Revision 1 11/12/2003 Architectural 2036 LBW
6
CLICK
Sheet No to view
7
CLICK
to add a specific document to your Shopp
ng Cart'
8
CLICK
Start My Order to place the order for printing
9
REGISTER -or- LOGIN
10
SELECT
Process -Media, Output Size and Binding options
11
ENTER
Job Number and PO information then click Next
12
REVIEW
Recipient information
13
ENTER
Quantities
14
CLICK
the down arrow to populate order
15
SELECT
Delivery options and Due time
16
ENTER
Your phone number in the special instructions box
17
CLICK
Next
18
REVIEW
order
19
CLICK
SUBMIT
Planwell contact
970-691-2201
Rev 10/20/07 Section 00020 Page 4
Unit Prone Wort.
Article or Paragraph
Number
Value of Work
Change in Contract Times
Clam for times adjustment 41 426 45
682 94 95 911 102 105
139 1313 1314 147 151
Contractual time limits
Delays beyond CONTRACTOR s
control
Delays beyond OWNERS and
CONTRACTORS control
Notdication of surety
Scope of change
Change Orders
Acceptance ofDefecnve Work
Amending Contract Documents
Cash Allowances
Change of Contract Price
Change of Contract Times
Changes in the Work
CONTRACTORsfee
Cost of the Work
Cost Records
definition of
emergencies
ENGINEER s responsibility
execution of
Indemnifiction
Insurance Bonds and
OWNER may terminate
OWNERS Responsibility
Physical Conditions
Subsurface and
Underground Facilities
Record Docum ents
Scope of Change
Substitutes
Unit Price Work
98 104
612 616
5 10
value of Work covered by
Changes in the Work
Notification of surety
OWNERS and CONTRACTORS
responsibilities
Right to an adjustment
Scope of change
Claims
against CONTRACTOR
against ENGINEER
against OWNER
Change of Contract Price
Change of Contract Times
CONTRACTORS 4 7 1 9 4 9 5 9 11 10 2
11 2 11 9 12 1 13 9 14 8
151 15 5 173
CONTRACTORS Fee
113
CONTRACTOR s liability
Cost of the Work
5 15
Decisions on Disputes
121
Dispute Resolution
155
Dispute Resolution Agreement
122
ENGINEER as initial interpretor
Lump Sum Pricing
123
Notice of
124
105
103104
13 13
35
11 8
11
12
10
116
114117
117
19
623
112 121
104
631 633
513 105
152154
86 104
42
432
619
103104
673 682
119
113
10
105
104
102
103104
616
632
632
94 112
94 121
116
Article or Paragraph
Number
54 612 616
11
911
16
OWNERS 94 95 9It 102 II
12 1 13 9 13 U 13 14
OWNER s liability
OWNER may refuse to make payment
Professional Fees and Court Costs
Included
request for formal decision on
Substitute Items
Time Extension
Time requirements
Unit Price Work
Value of
Waiver of on Final Payment
Work Change Directive
written notice required
Clarifications and Interpretations
Clean Site
Codes of Technical Society Organization
or Association
Commencement of Contract Times
Communications
general
Hazard Communication Programs
Completion
Final Application for Payment
Final inspection
Final Payment and Acceptance
Partial Utilization
Substantial Completion
Waiver of Claims
Computation of Times
Concemmg Subcontractors Suppliers
and Others
Conferences
initially acceptable schedules
preconstructnon
Conflict Error Ambiguity Discrepancy
CONTRACTOR to Report
Construction before starting by
CONTRACTOR
Construction Machinery Equipment etc
Continuing the Work
Contract Documents
Amending
Bonds
631
4 115
912
161
166
911
1132
173
2 11 9
173
�5
147
175
911
6712
121
911 121
1193
113
1414 1415
102
911 112 121
363 94 911
617
333
23
62 692 81
622
14 12
1411
1413 1414
1410
1 38 148 149
14 15
1721 1722
68611
29
28
25 332
2527
64
629 104
35
51
EIDDC GENERAL CONDITIONS 1910 8 (1990 EDITION)
W CITY OF FORT COLLINS MODIFICATIONS (REV 9199)
Cash Allowances 11 8 Stop Work requirements 452
CONTRACTORS —
Article or Paragraph
Number
Change of Contract Price
11
Change of Contract Times
12
Changes in the Work
104 105
check and verify
25
Clarifications and
Interpretations 32 36 94 911
definition of
1 10
ENGINEER as initial mterpreter of
911
ENGINEER as OWNERS representative
91
general3
Insurance
53
Intent
3 1 34
minor variations in the Work
36
OWNERS responsibility to furnish data
83
OWNERS responsibility to make
prompt payment 83
144 14 13
precedence
3 1 33 3
Record Documents
6 19
Reference to Standards and Specifications
of Technical Societies
Related Work
Reporting and Resolving Discrepancies 25
Reuse of
Supplementing
Termination of ENGINEERS Employment
Unit Price Work
variations
Visits to Site ENGINEERS
Contract Price
adjustment of 35 4
Change of
Decision on Disputes
definition of
Contract Times
adjustment of
Change of
Commencement of
definition of
CONTRACTOR
Acceptance of Insurance
Communications
Continue Work
coordination and scheduling
definition of
Limited Reliance on Technical
Data Authorized
May Stop Work or Terminate
provide site access to others
Safety and Protection
36 623
33
72
33
37
36
82
11 9
627
92
194103112113
11
911
1 11
35 41 94 103 12
121124
23
1 12
5 14
62 692
629 104
692
1 13
422
155
72 132
4312 616 618
621 623 72 132
Shop Drawing and Sample Review
Prior to Submittal
625
Article or Paragraph
Number
Compensation
11 1 112
Continuing Obligation
14 15
Defective Work 96 1310-1314
Duty to correct defective Work
13 11
Duty to Report
Changes in the Work caused by
Emergency
623
Defects in Work of Others
73
Differing conditions
4 2 3
Discrepancy in Documents 25 3 3 2 6 142
Underground Facilities not indicated
432
Emergencies
623
Equipment and Machinery Rental Cost
of the Work
11 4 5 3
Fee Cost Plus 11 4 5 6 115
1 11 6
General Warranty and Guarantee
630
Hazard Communication Programs
622
Indemnification 612, 616
631 633
Inspection of the Work
73 134
Labor Materials and Equipment
63 65
Laws and Regulations Compliance by
6 14 1
Liability Insurance
54
Notice of Intent to Appeal
910 104
obligation to perform and complete
the Work
630
Patent Fees and Royalties paid for by
6 12
Performance and Other Bonds
5 1
Permits obtained and paid for by
6 13
Progress Schedule 26 28
29 66
629 104
1521
Request for formal decisionon disputes
911
Responsibilities
Changes in the Work
101
Concerning Subcontractors Suppliers
and Others
6 8 6 11
Continuing the Work
629 104
CONTRACTOR s expense
6 7 1
CONTRACTOR s General Warranty
and Guarantee
630
CONTRACTOR s review prior to Shop
Drawing or Sample submittal
625
Coordination of Work
692
Emergencies
623
ENGINEERS evaluation Substitutes
or Or Equal Items
¢73
For Acts and Omissions
of Others 6 9 1 692 913
for deductible amounts insurance
59
general 6 72
73 89
Hazardous Communication Programs
622
Indemnification
631 633
x� EICDC GENERAL CONDITIONS 1910 a (1990 EDITION
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99)
Labor Materials and Equipment
6 3 6 5
CONTRACTORS other
7
Laws and Regulations
614
Contractual Liability Insurance
54 10
Liability Insurance
54
Contractual Time Limits
122
Article or
Paragraph
Article
or Paragraph
Number
Number
Notice of variation from Contract
Coordination
Documents
627
CONTRACTOR s responsibility
692
Patent Fees and Royalties
612
Copies of Documents
22
Permits
613
Correction Period
13 12
Progress Schedule
66
Correction Removal or Acceptance
Record Documents
619
of Defective Work
related Work performed prior to
in general 1041
1310 13 14
ENGINEER approval of required
Acceptance ofDefecnve Work
13 13
submittals
628
Correction or Removal of
safe structural loading
6 18
Defective Work
630 13 11
Safety and Protection 620
72 132
Correction Period
13 12
Safety Representative
621
OWNER May Correct Defective Work
1314
Scheduling the Work
692
OWNER May Stop Work
13 10
Shop Drawings and Samples
624
Cost
Shop Drawings and Samples Review
of Tests and Inspections
134
by ENGINEER
626
Records I 7
Site Cleanliness
617
Cost of the Work
Submittal Procedures
6 25
Bonds and insurance additional
114 S 9
Substitute Construction Methods
Cash Discounts
I 1 4 2
and Procedures
672
CONTRACTORs Fee
11 6
Substitutes and Or Equal Items
6 7 1
Employee Expenses
1145 1
Superintendence
62
Exclusions to
11 5
Supervision
61
Generall 1 4 11 5
Survival of Obligations
634
Home office and overhead expenses
11 5
Taxes
6 15
Losses and damages
114 16
Tests and Inspections
135
Materials and equipment
t 1 4 2
To Report
25
Minor expenses
114 5 8
Use of Premises 6 16 6 18 6 30 2 4
Payroll costs on changes
11 4 1
Review Prior to Shop Drawing or
performed by Subcontractors
1143
Sample Submittal
625
Records 117
Right to adjustment for changes in the Work
102
Rentals of construction equipment
right to claim 4 7 1 9 4 9 5 9 11
10 2 11 2
and machinery
l 14 5 3
119 12 1 13 9 14 8 15 l
15 5 173
Royalty payments, perm its and
Safety and Protection 620 622
72 132
license fees
11 4 5 5
Safety Representative
621
Site office and temporary facilities
11452
Shop Drawings and Samples Submittals
624628
Special Consultants CONTRACTOR s
1144
Special Consultants
1144
Supplemental
114 S
Substitute Construction Methods and Procedures 6 7
Taxes related to the Work
1 l 4 5 4
Substitutes and Or Equal Items
Tests and Inspection
134
Expense 67
1 672
Trade Discounts
It 42
Subcontractors Suppliers and Others
6 8 611
Utilities fuel and sanitary facilities
11457
Supervision and Superintendence 61
62 621
Work after regular hours
1 14 1
Taxes Payment by
615
Covering Work
13 6-13 7
Use of Premises
6 16 6 18
Cumulative Remedies
17 4-17 5
Warranties and guarantees
6 5 630
Cutting fitting and patching
72
Warranty of Title
143
Data, to be furnished by OWNER
83
Written Notice Required
Day definition of
1722
CONTRACTOR stop Work or term mate
155
Decisions on Disputes
9 11 9 12
Reports of Differing Subsurface
defective definition of
1 14
and Physical Conditions
423
defective Work
Substantial Completion
148
Acceptance of
1041 13 13
viu
EICDC GENERAL CONDITIONS 1910
8 (1990 EDITION
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99)
Correction or Removal of
Correction Period
in general
104 1 13 It OWNERS Representative
1312 Payments to the CONTRACTOR
13 147 1411 Responsibility for
Recommendation of Payment
Article or Paragraph
Number
Observation by ENGINEER
92
OWNER May Stop Work
1310
Prom pt Notice of Defects
131
Rejecting
96
Uncovering the Work
13 8
Definitions
1
Delays 4 l 629 123 124
Delivery of Bonds
2 1
Delivery of certificates of insurance
27
Determinations for Unit Prices
910
Differing Subsurface or Physical Conditions —
Notice of
4 2 3
ENGINEERS Review
4 2 4
Possible Contract Documents Change
4 2 5
Possible Price and Times Adjustments
426
Discrepancies Reporting
and Resolving 25 332 6 14 2
Dispute Resolution
Agreement
161 166
Arbitration
161 165
generat16
Mediation
166
Dispute Resolution Agreement
161 166
Disputes Decisions by ENGINEER
911 9 12
Docum ents
Copies of
22
Record 6 19
Reuse of
37
Drawings definition of
1 15
Easements
41
Effective date of Agreement definition of
1 16
Emergencies
623
ENGINEER
as initial interpreter on disputes
911 9 12
definition of
1 17
Limitations on authority and responsibilities
911
Replacement of
82
Resident Project Representative
93
ENGINEERS Consultant definition of
1 18
ENGINFERs
authority and responsibility limitations on 913
Authorized Variations in the Work
95
Change Orders responsibility for
97 10 11 12
Clarifications and Interpretations
363 94
Decisions on Disputes
911 912
defective Work notice of
13 1
Evaluation of Substitute Items
673
Liability
632 912
Notice Work is Acceptable
14 13
Observations
6 30 2 92
91
99 14
144 1413
Article or Paragraph
Number
Responsibilities Limitations on
9 11 913
Review of Reports on Differing Subsurface
and Physical Conditions
424
Shop Drawings and Samples review
responsibility
626
Status During Construction
authorized variations in the Work
95
Clarifications and Interpretations
94
Decisions on Disputes
9 11 912
Determinations on Unit Price
910
ENGINEER as Initial Interpreter
911 912
ENGINEER s Responsibilities
91912
Limitations on ENGINEERS Authority
and Responsibilities
913
OWNER s Representative
91
Project Representative
93
Rejecting Defective Work
96
Shop Drawings Change Orders
and Payments
9 7 99
Visits to Site
92
Unit Price determinations
9 10
Visits to Site
92
Written consent required
72 91
Equipment, Labor Materials and
6 3 6 5
Equipment rental Cost of the Work
11 4 5 3
Equivalent Materials and Equipment
67
error or omissions
6 33
Evidence of Financial Arrangements
8 11
Eeploratrons of physical conditions
42 1
Fee CONTRACTORS Costs Plus
116
Field Order
definition of
1 19
issued by ENGINEER
3 6 1 95
Final Application for Payment
1412
Final Inspection
1411
Final Payment
and Acceptance
1413 1414
Prior to for cash allovances
11 8
General Provisions
173 174
General Requirements
definition of
1 20
principal references to ;6 64 6 6 6 7 624
Giving Notice
171
Guarantee of Work by CONTRACTOR
630 1412
Hazard Communication Programs
622
Hazardous Waste
definition of
1 21
general
43
OWNER s responsibility for
810
EJCDC GENERAL CONDITIONS 1910 a (1990 EDITION)
W CITY OF FORT COLLINS MODIFICATIONS (REV 9/99)
Indemnification 6 12 6 16 6 31 6 33
Insurance
53
Initially Acceptable Schedules
29
Precedence
3 1 3 3 3
Inspection
Reference to
3 3 1
Certificates of 9 13 4
13 5 14 12
Safety and Protection
620 132
Final
1411
Subcontractors Suppliers and Others
6 8 6 11
Article
or Paragraph
Article or
Paragraph
Number
Number
Special required byENGINEER
9 o
Tests and Inspections
13 5
Tests and Approval 87
13 3 134
Use of Premises
6 16
Insurance
Visits to Site
9 2
Acceptance of by OWNER
5 14
Liability Insurance
Additional required by changes
CONTRACTOR s
54
in the Work
11459
OWNERS
55
Before starting the Work
27
Licensed Sureties and Insurers
) 3
Bonds and in general
5
Liens
Cancellation Provisions
5 8
Application for Progress Payment
142
Certificates of 2 7 5 5 3) 4 11 5 4 13
CONTRACTORs Warranty of Title
143
5 6 5 5 8 5 14 9
13 4 14 12
Final Application for Payment
1412
completed operations
5413
definition of
1 23
CONTRACTORS Liability
54
Waiver of Claims
14 15
CONTRACTORS objection to coverage
5 14
Limitations on ENGINEER s authority and
Contractual Liability
5410
responsibilities
9 13
deductible amounts CONTRACTORS
Limited Reliance by CONTRACTOR
responsibility
59
Authorized
422
Final Applmaton for Payment
14 12
Maintenance and Operating Manuals
Licensed Insurers
53
Final Application for Payment
t4 12
Notice requirements material changes
58 105
Manuals (of others)
Option to Replace
5 14
Precedence
3 33 1
other special insurances
5 10
Reference to in Contract Documents
33 1
OWNER as fiduciary for insureds
5 12 5 13
Materials and equipment
OWNERS Liability
5 5
furnished by CONTRACTOR
63
OWNERS Responsibility
8 )
not incorporated in Work
142
Partial Utilization Property Insurance
5 15
Materials or equipment equivalent
67
Proper[}
56 5 10
Mednatim (Optional)
167
Receipt and Application of Insurance
Milestones definition of
124
Proceeds
5 12 5 13
Miscellaneous
Special Insurance
5 10
Computation of Times
172
Waiver of Rights
5 t l
Cumulative Remedies
174
Intent of Contract Documents
3 1 3 4
Giving Notice
171
Interpretations and Clarifications
3 6 3 94
Notice of Claim
173
Investigations of physical conditions
4 2
Professional Fees and Court Costs Included
175
Labor Materials and Equipment
6 3 6 3
Multi prime contracts
7
Lands
Not Shown or Indicated
4 3 2
and Easements
8 4
Notice of
Availability of
4 1 8 4
Acceptability of Project
14 13
Reports and Tests
8 4
Award definition of
1 25
Laws and Regulations- Laws or Regulations
Claim
173
Bonds
5 1 5 2
Defects 13 1
Changes in the Work
104
Differing Subsurface or Physical Conditions
4 2 3
Contract Documents
3 1
Giving
171
CONTRACTOR 9 Responsibilities
6 14
Correction Period defective Work
13 12
Tests and Inspections
133
Cost of the Work taxes
11 4 5 4
Variation, Shop Drawing and Sample
627
definition of
1 22
Notice to Proceed
genem16 14
definition of
1 26
Indemnification
631 6 33
giving of
2 3
x
E1CDC GENERAL CONDITIONS 1910 8 (1990 EDITION)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99)
Notification to Surety
105
Observations by ENGINEER
630 92
Occupancy of the Work
5 15 6 30 2 4 14 10
Omissions or acts by CONTRACTOR 69 913
Open Peril policy form Insurance
562
Option to Replace
5 14
Article or Paragraph
Number
Or Equal Items
67
Other work 7
Overtime Work prohibition of
63
OWNER
Acceptance of defective Work
13 13
appoint an ENGINEER
82
as fiduciary
5 12 5 13
Availability of Lands responsibility
41
definition of
127
data furnish
83
May Correct Defective Work
1314
May refuse to make payment
147
May Stop the Work
1310
May Suspend Work
Terminate 8 8
13 10 15 1 154
Payment make prompt
83 144 1413
performance of other work
71
permits and licenses requirements
6 13
purchased insurance requirements
6 5 10
OWNER s-
Acceptance of the Work
Change Orders obligation to execute
Communications
Coordination of the Work
Disputes request for decision
Inspections tests and approvals
Liability Insurance
Notice of Defects
Representative During Construction
ENGINEERS Status
Responsibilities
Asbestos PCBs, Petroleum Hazardous
Waste or Radioactive Material
Change Orders
Changes in the Work
communications
CONTRACTOR s responsibilities
evidence of financial arrangements
inspections tests and approvals
insurance
lands and easements
prompt payment by
replacement of ENGINEER
reports and tests
stop or suspend Work 8 8
terminate CONTRACTORS
63025
86 104
81
74
911
87 134
)5
131
1310
91
8 10
86
101
81
89
8 11
87
85
84
83
$2
84
151
services 88 152
separate representative at site 93
testing independent
use or occupancy
of the Work
written consent a approval
required
134
515 63024 1410
91 63 114
xi EJCDC GENERAL CONDITIONS 1910 a (1990 EDITION)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99)
Article or Paragraph
Number
written notice required
7 1 94 911
112
119 147 154
PCBs
definition of
129
general
45
OWNERS responsibility for
8 10
Partial Utilization
definition of
128
general 6 30 2 4 14 10
Property Insurance
5 15
Patent Fees and Royalties
612
Payment Bonds
5 1 5 2
Payments Recommendation of
144 147 1413
Payments to CONTRACTOR and Completion
Application for ProgressPaynmts
142
CONTRACTORS Iharranty of Title
143
Final Application for Payment
1412
Final Inspection
1411
Final Payment and Acceptance
1413 1414
general
83 14
Partial Utilization
1410
Retamage
142
Review of Applications for
Progress Payments
144147
prompt payment
83
Schedule of Values
141
Substantial Completion
148 149
Waiver of Claims
1415
when payments due
144 1413
withholding payment
147
Performance Bonds
5 1 5 2
Perm its
6 13
Petroleum
definition of
1 30
general
45
OWNER s responsibility for
810
Physical Conditions
Drawings of in or relating to
4 2 1 2
ENGINEER s review
424
existing structures
422
general 4 2 12
Notice of Differing Subsurface or
423
Possible Contract Documents Change
4 2 �
Possible Price and Times Adjustments
426
Reports and Drawings
42 1
Subsurface and
42
Subsurface Conditions
4 2 1 1
Technical Data Limited Reliance by
CONTRACTOR Authorized
422
Underground Facilities
general
43
Not Shown or Indicded
432
Protection of
43 620
xa
Article or Paragraph
Number
Shown or Indicated
Technical Data
Reconstruction Conference
Preliminary Matters
Preliminary Schedules
Premises Use of
Price Change of Contract
Price Contract definition of
Progress Pavment Applications for
Progress Payment retainage
Progress schedule CONTRACTORS
66 629
431
422
28
2
26
616618
11
1 11
142
142
26 28 29
104 1521
Project definition of 131
Project Representative
ENGINEERS Status During Construction
Project Representative Resident definition of
prompt payment by OWNER
Property Insurance
Additional
generals 6 5 10
93
133
83
�7
Partial Utilization
5 15 14102
receipt and application of proceeds
5 12 5 13
Protection Safety and
620621 132
Punch list
14 11
Radioactive Material
defintion of
132
general4 5
OWNER s responsibility for
810
Recommendation of Payment 144 145 1413
Record Documents
619 1412
Records procedures for maintaining
28
Reference Points
44
Reference to Standards and Specifications
of Technical Societies
33
Regulations Laws and (or)
614
Rejecting Defective Work
96
Related Work
at Site
7 1 7 3
Performed prior to Shop Drawings
and Samples submittals review
628
Remedies cumulative
174 175
Removal or Correction ofDefective Work
1311
rental agreements OWNER approval required
11453
replacement of ENGINEER. by OWNER
82
Reporting and Resolving
Discrepancies 25
3 3 2 6 142
Reports
and Drawings
4 2 1
and Tests OWNERS responsibility
84
Resident and Project Representative
definition of
133
provision for 93
EJCDC GENERAL CONDITIONS 1910 8 (1990 EDITION)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99)
Article or Paragraph
Number
Resident Superintendent CONTRACTORS 62
Responsibilities
CONTRACTOR s in general 6
ENGINEER s in general
9
Limitations on
913
OWNER s in general
8
Retamage
142
Reuse of Docum ents
37
Review by CONTRACTOR Shop Drawings
and Samples Prior to Submittal
625
Review of Applications for
Progress Payments
144147
Right to an adjustment
102
Rights of Way
41
Royalties Patent Fees and
612
Safe Structural Loading
6 18
Safety
and Protection
4 3 2 616 6 18
620621 72 132
general
620 623
Representative CONTRACTORS
621
Samples
definition of
134
general
624628
Review by CONTRACTOR
625
Review by ENGINEER
626 627
related Work
628
submittal of
6 24 2
submittal procedures
625
Schedule of progress
26 28 29 66
629 104 1521
Schedule of Shop Drawing and Sample
Submittals 2 6 2 8 2 9 6 24 6 28
Schedule of Values
26 28 29 141
Schedules
Adherence to
1521
Adjusting
66
Change of Contract Times
104
Initially Acceptable
28 19
Preliminary
26
Scope of Changes
103 104
Subsurface Conditions
42 11
Shop Drawings
and Samples general
624 628
Change Orders & Applications for
Payments and
9 7 9 9
definition of
135
ENGINEER s approval of
3 6 2
ENGINEER s responsibility
for review
97 5 24 6 28
related Work
628
review procedures
2 8 624 628
xw
Article or Paragraph
Number
submittal required
Submittal Procedures
use to approve substitutions
Shown or Indicated
Site Access
Site Cleanliness
Site Visits to
by ENGINEER
by others
special causes of loss policy form
insurance
definition of
Specifications
defination of
of Technical Societies reference to
precedence
Standards and Specifications
of Technical Societies
Starting Construction Before
Starting the Work
Stop or Suspend Work
by CONTRACTOR
by OWNER 8 8
Storage of materials and equipment
Structural Loading Safety
Subcontractor
624 1
6 2)
673
431
72 132
617
92 132
132
562
136
136
331
333
33
2528
24
115
1310 151
41 72
618
Concerning
68 611
definition of
137
delays
123
waiver of rights
611
Subcontractors ingeneral
68 611
Subcontracts required provisions 5 11
6 11 1143
Submittals
Applications for Payment
142
Maintenance and Operation Manuals
1412
Procedures
625
Progress Schedules
26 29
Samples
624628
Schedule of Values
26 14 1
Schedule of Shop Drawings and Samples
Submissions
26 28 29
Shop Drawings
624628
Substantial Completion
certification of 63023 148149
definition of
138
Substitute Construction Methods or Procedures 672
Substitutes and Or Equal Item s
6 7
CONTRACTOR s Expense
67 13
ENGINEERS Evaluation
6 73
Or Equal
6 7 1 1
Substitute Construction Methods
EICDC GENERAL CONDITIONS 1910 a (1990 EDITION)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99)
Temporary construction facilities 41
Article or Paragraph Article or Paragraph
Number Number
a Procedures
Substitute Items
Subsurface and Physical Conditions
Drawings of in or relamg to
ENGTNEERs Review
general
Limited Reliance by CONTRACTOR
Authorized
Nonce of Differing Subsurface or
Physical Conditions
Physical Conditions
Possible Contract Documents Change
Possible Price andTimes Adjustments
Reports and Drawings
Subsurface and
Subsurface Conditions at the Site
Technical Data
Supervision
CONTRACTOR s responsibility
OWNER shall not supervise
ENGINEER shall not supervise
Superintendence
Superintendent CONTRACTORS resident
Supplemental costs
Supplementary Conditions
672
6712
4212
424
42
422
423
4212
425
426
421
42
4211
422
61
89
92 9132
62
62
1145
definition of 1 39
principal references to 1 10 1 18 2 2 2 7
42 43 51 53 54 5659
511 68 613 74 811 93 910
Supplementing Contract Documents 36
Supplier
definition of 1 40
principal references to 3 7 6 5 6 8 6 11 6 20
624 913 1412
Waiver of Rights
6 11
Surety
consent to final payment
1412 1414
ENGINEER has no duty to
913
Notification of
10 1 105 152
qualification of
5 1 5 3
Survival of Obligations
634
Suspend Work, OWNER May
13 10 15 1
Suspension of Work and Termination
15
CONTRACTOR May Stop Work
or Terminate
155
OWNER May Suspend Work
151
OWNER May Termmate
152 154
Taxes- Payment by CONTRACTOR
6 15
Technical Data
Limited Reliance by CONTRACTOR
422
Possible Price and Times Adjustments
426
Reports of Differing Subsurface and
Physical Conditions
xry
423
Tennmation
by CONTRACTOR
by OWNER
of ENGINEER s employment
Suspension of Work in general
Terms and Adjectives
Tests and Inspections
Access to the Work, by others
CONTRACTOR s responsibilities
cost of 13 4
covering Work prior to
Laws and Regulations (or)
Nonce of Defects
OWNER May Stop Work
OWNERS independent testing
special required by ENGINEER
timely notice required
Uncovering the Work, at ENGINEER s
request
Times
Adjusting
Change of Contract
Computation of
Contract Times definition of
day
Milestones
155
88 151154
82
15
34
Requirements
appeals
clarifications
claims and disputes 911
Commencement of Contract Times
Preconstruction Conference
schedules
Starting the Work
Title Warranty of
Uncovering Work
Underground Facilities Physical Conditions
definition of
Not Shown v Indicated
protection of
Shown or Indicated
Unit Price Work
claims
definition of
generall1 9 14 1 14 5
Unit Prices
general 11 3 1
132
135
136137
135
131
13 10
134
96
134
138139
66
12
l72
1 12
1722
12
910 16
11 2 12
23
28
26 29 66
24
143
138139
1 41
432
43 620
431
1193
1 42
Determination for
910
Use of Premises
6 16 6 18 6 30 2 4
Utility owners
6 13 6 20 7 1 7 3 13 2
Utilization Partial
128 5 15 6 30 2 4 14 10
Value of the Work
11 3
Values Schedule of
26 2 8 2 9 141
EICDC C NERAL CONDITIONS 1910 8 (1990 EDITION)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99)
Variations in Work Minor
Authorized
625 627 95
Article or Paragraph
Number
Visits to Site by ENGINEER
92
Waiver of Claims on Final Payment
14 15
Waiver of Rights by insured parties
5 11 611
Warranty and Guarantee General by
CONTRACTOR
630
Warranty of Title CONTRACTORS
143
Work
Access to
132
by others
7
Changes in the
10
Continuing the
629
CONTRACTOR May Stop Work
or Terminate
155
Coordination of
74
Cost of the
I 1 4 115
definition of
1 43
neglected by CONTRACTOR
1314
other Work
7
OWNER May Stop Work
13 10
OWNER May Suspend Work
13 10 151
Related, Work at Site
7 l 7 3
Starting the
24
Stopping by CONTRACTOR
155
Stopping by OWNER
151 154
Variation and deviation authorized minor 36
Work Change Directive
claims pursuant to
102
definition of
144
principal references to
3 5 3 10 1 102
Written Amendment
definition of
145
principal references to
1 10 3 5 5 10 15 12
662 682 619 101 104
112 121 13 12 2 1472
Written Clarifications and
Interpretations
3 6 3 94 9 11
Written Notice Required
by CONTRACTOR
71 9109 11
104 11 2 12 l
by OWNER
910911 104112 1314
FICDC GENERAL LOMITIONS 1910 611990 EDITION)
W/ CITY OF FORT COLLINS MODIFICATIONS WV 9/99)
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 5% 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
By
James B O'Neill, II, CPPO, FNIGP
Purchasing & Risk Management Director
Rev 10/20/07 Section 00020 Page 5
(This page left blank intentionally)
xvi EIDDC GENERAL CONDITIONS 1910 8 (1990 EDITION
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9199)
GENERAL
F\ 710 Cfl Mama 13 DIN lei I1 1136.1
Wherever used in these General Conditions or in the other
Contract Documents the following terms have the
meanings mdicated which are applicable to both the
singular and plural thereof
11 Addenda Written or graphic instruments issued
prior to the opening of Bids which clarify correct or
change the Bidding Requirements or the Contract
Documents
12 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
13 Application for Payment —The form accepted by
ENGINEER which is to be used by CONTRACTOR in
requesting progress or fmal payments and which is to be
accompanied by such supporting documentation as Is
required by the Contract Documents
14 Asbestos Any material that comams more than one
percent asbestos and is finable a is releasing asbestos fibers
into the au above current action levels established by the
United States Occupational Safety and Health
Administration
1 5 Bic —The offer or proposal of the bidder submitted
on the prescribed form setting forth the prices for the Work
to be performed
16 Bidding Documents —The advertisement or
invitation to Bid instructions to bidders, the Bid form and
the proposed Contract Documents (including all Udenda
issued prior to receipt of Bids)
17 Bedding Requirements The advertisement or
invitation to Bid instructions to bidders, and the Bid form
1 8 Bands —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
110 Contract Documents —The Agreement, Addenda
(which pertam to the Contact Documents)
CONTRACTORS 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
EJCDC GENERAL CONDITIONS 1910-9 (1990 Edlnm)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000)
same are more specifically Identified in the Agreement,
together with all Written Amendments Change Orders,
Work Change Directives, Field Orders and ENGINEERS
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 Dmwmg submittals
approved pursuant to paagmphs 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
I ll Contract Pnce—The moneys payable by
OWNER to CONTRACTOR for completion of the Work
in accordance with the Contact Documents as stated in
the Agreement (subject to the provisions of
paragraph 119 1 in the case of Unit Price Work)
l 12 Contract Times —The numbers of days or the
dates stated in the Agreement (i) to achieve Substantial
Completion, and (n) to complete the Work so that it is
ready for feral payment as evidenced by ENGINEERS
written recommendation of final payment in accordance
with paragraph 1413
1 13 CONTRACTOR The person, farm or corporation
with whom OWNER has entered into the Agreement
1 14 defective —An adjective which when modifying
the word Work refers to Weak 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
ENGINEERS recommendation of final payment (unless
responsibility for the protection thereof has been assumed
by OWNER at Substantial Completion in accordance with
paragraph 14 8 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
116 Effective 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
117 ENGINEER —The person, fine or corporation
named as such in the Agreement
118 ENGINEERS Consultant A person, firm or
corporation having a contract with ENGINEER to furnish
services as ENGINEERS independent professional
associate or consultant with respect to the Project and who
IS identified as such in the Supplementary Conditions
119 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
120 General Requirements —Sections of Division 1 of
the Specifications
121 Hazardous Waste —The term 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
122 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 havmgjunsdiction
122 b Legal Hoh&Ts shall be those holidays observed
by the City of Fort Collins
123 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 of Award A written notice by OWNER to
the apparent successful bidder stating that upon comphance
by the apparent successful bidder with the conditions
precedent enumerated therein, within the time specified
OWNER will sign and deliver the Agreement
1 26 Nonce to Proceed —A written notice given by
OWNER to CONTRACTOR (with a copy to ENGINEER)
fiwng the date on which the Contract Times will
commence to run and on which CONTRACTOR shall start
to perform CONTRACTORS obligations under the
Contract Documents
127 OWNER —The public body or authority
corporation, association, firin a person with whom
CONTRACTOR has entered into the Agreement and for
whom the Work its to be provided
128 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
130 Petroleum Petroleum including crude oil a any
fraction thereof which its 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
131 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
132 a Rackoacave Material —Source special nuclear or
byproduct material as defined by the Atomic Energy Act of
E1CDC GENERAL CONDITIONS 1910 3 0WO E(bmam)
W CITY OF FORT COLLINS MODIFICATIONS (REV 4R000)
1954 (42 USC Section 2011 et seq ) as amended from
time to time
132 b Regular WorRrng Howl Regular working hours
we defined as 7 00am to 6 OOmn unless otherwise
Specified in the General Requirements
133 Resident Project Representative —The authorized
representative of ENGINEER who may be assigned to the
site or any part thereof
134 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
135 Shop Draaangs- All drawings, diagrams
dlustrations, 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 Wok
136 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
hm ing a direct contract with CONTRACTOR or with any
other Subcontractor for the performance of a Fart 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
ENGINEERS definitive certificate of Substantial
Completion, it is sufficiently complete in accordance with
the Contract Documents sc 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 its complete and ready for final payment as
evidenced by ENGINEERS written recommendation of
final payment in accordance with paragraph 14 13 The
terms substantially complete and substantially
completed as applied to all or part of the Work refer to
Substantial Completion thereof
139 Supplementary Conditions —The part of the
Contract Documents which amends or supplements these
General Conditions
140 Suppker—A manufacturer fabricator supplier
distributor materialman o 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
142 Umt Price Work —Work to be paid for on the basis
of unit prices
143 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
144 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 Wok is to be
performed as provided in pamgmph42 or 43 or to
emergencies under paragraph623 A Work Change
Directive will not change the Contract Price or the Contract
Tunes, but is evidence that the parties expect that the
change directed or documented by a Work Change
Directive will be mcorporated in a subsequently issued
Change Order following negotiations by the parties as to its
effect, of any on the Contract Price or Contract Tames as
provided in paragraph 10 2
145 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 nonengmeering
or nontechnical rather than strictly construction related
aspects of the Contract Documents
ARTICLE 2—PRELIMINARY MATTERS
Dehvery of Bonds
21 When CONTRACTOR delivers the executed
Agreements to OWNER, CONTRACTOR shall also
deliver to OWNER such Bonds as CONTRACTOR may
be required to hurrah in accordance with paragraph 5 1
Copies of Documents
22 OWNER shall famish to CONTRACTOR up to 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 furnished upon request at the cost of reproduction
Commencement of Contract Times Notice to Proceed
23 The Contract Times will commence to run on the
thirtieth day after the Effective Date of the Agreement, or
EICDC GENERAL CONDITIONS 19104 (1990 EdNnml
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000)
if a Nonce 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 ne wast w4l the 9041MAG; Times
Starting the Work
24 CONTRACTOR shall start to perform the Work
on the date when the Contract Times commence to run,
but no Work shall be done at the site prior to the date on
which the Contract Times commence to run
Before Starting Consbaction
25 Before undertaking each part of the Work
CONTRACTOR shall carefully study and compare the
Contract Documents and check and verify re
figures shown thereon and all applicable field
measurements CONTRACTOR shall promptly repot in
writing to ENGINEER any conflict, error ambiguity or
discrepancy which CONTRACTOR may drscover 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
26 Within ten days after the Effective Date of the
Agreement (unless otherwise specified in the General
Requirements) CONTRACTOR shall submit to
ENGINEER for review
261 a preliminary progress schedule indicating
the tunes (numbers of days or dates) for starting and
completing the various stages of the Work including
any Milestones specified in the Contract Documents
262 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
2621 In no case will a schedule be
acceptable wluch allows less than 21 calendar
days for each review by Emoneer
263 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
27 Before any Work at the site is started,
CONTRACTOR end-OkW shall each deliver to the
other OWNER, with copies to MobInvited
identified +a the Supplementary Conditio ENGINEER
certificates of insmrance (and other evidence of insurance
requested by OWNER) which
CONTRACTOR is required
to purchase and maintain in accordance with
paragraphs 5 " c <�- w.ro <
Preconsimetion Conference
28 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 Application for Payment and
maintaining required records
Initially Acceptable Schedales
29 Unless otherwise provided in the Contract
Documents o lass, les 10C..�...� L� f the first
Appl4a an-fer�e}w tt before anv work at the site beams,
a conference attended by CONTRACTOR ENGINEER
and others as desuinated by OWNER will be
held to review orafraacpceeptability to ENGINEER as provided
below the schedules submitted in accordance with
paragraph 26 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 Tunes, but such acceptance will neither impose on
ENGINEER responsibility for the sequeremg, scheduling
or progress of the Work nor interfere with or relieve
CONTRACTOR from CONTRACTORS full
responsibility therefor CONTRACTORS schedule of
Shop Drawing and Sample submissions will be acceptable
to ENGINEER as providing a workable arrangement for
reviewing and processing the required submittals
CONTRACTORS schedule of values will be acceptable to
ENGINEER as to form and substance
ARTICLE 3 -CONTRACT DOCUMENTS INTENT
AMENDING REUSE
Intent
31 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
32 It is the intent of the Contract Documents to
EICDC OENERAL CONDITIONS 1910 a (199011dlom)
w! CITY OF PORT COLLINS MODIFICATIONS (REV 42000)
describe a functionally complete Project (or part thereol)
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
33 Reference to Standards and Specifications of
Technical Societies Reporting and Resolving
Discrepancies
33 1 Reference to standards specification
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 specifcabon, 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
332 If, 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 623) 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 a 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 paragmph 3 5 or 36 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 3 1 the provisions of any such standard
specification manual, code or instruction (whether
or not specifically incorporated by reference in the
Contract Documents) or
3 3 3 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 an} 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
ENGINEER or any of ENGINEERS Consultants, agents or
employees any duty or authority to supervise or direct the
fumishmg or performance of the Work or any duty or
authority to undertake responsibility mconsistent with the
provisions of paragraph 9 13 or any other provision of the
Contract Documents
34 Whenever in the Contract Documents the terms as
ordered as directed as required as allowed as
approaed 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 IN ork 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 tern or adjective shall not be effective in 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
Amenrbng and Supplementutg Contract Documents
35 The Contract Documents may be amended to
provide for additions, deletions and revisions in the Work
or to modify the terms and conditions thereof in one or
more of the following ways
35 1 a formal Wntten Amendment,
3 5 2 a Change Order (pursuant to paragraph 10 4)
or
E1CDC GENERAL CONDITIONS 1910-8 (1990 Edmm)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4R000)
3 5 3 a Work Change Directive (pursuant in
paragraph 101)
36 In addition, the requirements of the Contract
Documents may be supplemented, and mmor variations
and deviations in the Work may be authorized in one or
more of the following ways
36 1 A Field Order (pursuant to paragraph 9 5)
3 6 2 ENGINEER s approval of a Shop Drawing or
Sample (pursuant to paragraphs b 26 and 6 27) or
3 6 3 ENGINEERs written interpretation or
clanfication (pursuant to paragraph 9 4)
Reuse ofDoeuments
37 CONTRACTOR and any Subcontractor or
Supplier or other person or organization performing or
furrushing any of the Work under a direct or indirect
contract with OWNER (i) shall not have or dcquae any
title to or ownership rights many of the Drawings,
Specifications or other documents (or copies of any
thereof) prepared by or bearing the seal of ENGINEER or
ENGINEERS Consultant and (n) 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
41 OWNER shall furnish, as indicated m the Contract
Documents the lands upon which the Work its to be
performed, nghts f way and easements for access
thereto and such other lands which are designated for the
use of CONTRACTOR
O TIED "ll ftm9h ONT➢ACT-O . tL _ _�
lands upon whwh the W�k is te be pfffemed and
ieftee
of_ r ._.. ,. _..L,._._ _ i e.. .. ..L .._a..
of
iteeefdanee with applimble Laws
OWNER shall identify any encumbrances or restrictions
not of general application but specifically related to use of
lands so furnished with winch 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 OWNERs fum>_dung these lands, rights -of
way or easements, CONTRACTOR may make a claim
therefor as provided in Articles I 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
42 Subsurjce andPhyacal Conr6hons
4 2 1 Reports and Drawings Reference is made to
the Supplementary Conditions for Identification of
421 1 Subsurfce Combbons 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
421 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
422 Limited Reliance by CONTRACTOR Authon ed
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 CONTRACTORS 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 2 2 2 other data interpretations opinions
and information contained in such reports or shown
or indicated in such drawings or
4223 any CONTRACTOR interpretation of
or conclusion drawn from any technical data or
any such data interpretations, opinions or
information
4 2 3 Nonce of Deering Subsurface or Physical
Conchhons If CONTRACTOR believes that any
subsurface or physical condition at or contiguous to the site
that is uncovered or revealed either
4 2 3 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 3 2 is of such a nature as to require a
change in the Contract Documents or
4 2 3 3 differs materially from that shown a
EJ C GENERAL CONDITIONS 1910-8 (1990 Edmim)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000)
indicated in the Contract Documents, or
4234 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 pfemptly 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 paragraph623) 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 ENGINEER 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 ENGINEERS
findings and conclusions
425 Possible Contract Documents 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
426 Possible Price and Times A4ustments An
equitable adjustment in the Contract Rine or in the
Contract Times, or both will be allowed to the extent that
the existence of such uncovered a revealed condition
causes an increase or decrease in CONTRACTORS cost
of or time required for performance of the Work subject,
however to the following
4 2 6 l such condition must meet any one or
more of the categories described in
paragraphs 4 2 3 1 through 4 2 3 4 inclusive
4262 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,
4263 with respect to Work that is paid for
on a Unit Price Basis, anv adjustment in Contract
Rice will be subject to the provisions of
paragraphs 9 10 and 119 and
4264 CONTRACTOR shall not be entitled
to any adjustment in the Contract Rice or Times
if
42641 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 Tunes by the
submission of a bid or becoming bound
under a negotiated contract or
42642 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 CONTRACTORS making such final
commitment or
42643 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 Rice a Contract
Times, a clan may be made therefor as provided in
Articles 1 l and 12 However OWNER, ENGINEER and
ENGINEERS Consultants shall not be liable to
CONTRACTOR for any claims costs losses or damages
sustained by CONTRACTOR on or in connection with anv
other project or anticipated project
4.3 Physical Conrhaons—Underground Facahnes
43 1 Shown orinabcated 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
f inushed to OWNER a 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
43 12 The cost of all of the following will be
included in the Contract Rice and CONTRACTOR
shall have full responsibility for (I) reviewing and
checking all such information and data, (it) locating
all Underground Facilities shown or indicated in the
Contract Documents,(ur) coordmmion of the Work
with the owners of such Underground Facilities
during construction, and (w)the safety and
protection of all such Underground Facilities as
provided in paragraph 620 and repairing any
damage thereto resulting from the Work
4 3 2 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 Doctmlents, CONTRACTOR shall, premf*b
Immediately after becoming aware thereof and before
further disturbing conditions affected thereby or
performing any Work in connection therewith (except
in an emergency as required by paragraph 6 23)
identify the owner of such Underground Facility and
EICDC GENERAL CONDITIONS 1910-8 (1990 E(Ilnm)
w/ CITY OF FORT COLT INS 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 620
( ONTRACTOR 4" may be allowed an increase in
the Contract Rice 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 11 and 12 However
OWNER ENGINEER and ENGINEERS
Consultants shall not be liable to CONTRACTOR for
any clams, costs, losses or damages incurred or
sustained by CONTRACTOR on or in connection
with any other project or anticipated project
Reference Points
44 OWNER shall provide engineering surveys to
establish reference points for construction which in
ENGINEERS 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 a 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
A5 Asbestos PCBs Petroleum Hazardous Waste or
Radioactive Material
45 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 danger 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
ARTICLE 5- BONDS AND INSURANCE
Performance Payment and Other Bonds
51 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 CONTRACTORS obligations under the
Contract Documents These Boils shall remam 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 Sureum on Federal Bonds and as
Acceptable Remsurmg Companies as published in
Circular 570 (amended) by the Audit Staff Bureau of
Government Financial Operations, L7 S Treasury
Department. All Bonds signed by an agent must be
accompanied by a certified copy of such agents authority
to act
52 If the surety on any Bond furnished by
CONTRACTOR is declared a bankrupt or becomes
insolvent or its right to do business B terminated many
state 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
53 Licensed Surehes and Insurers Cemficates 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 lunsdicbon 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 3 2 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 54 OlIglRB shall
MIN— with Gapasg te ....L
oyalaaas of .......mm a F� a 4vA L¢/ 11LrTD A!`T/1D
ei: any ether addAtenal
paragraphs 5 6 and 5 7 hereof
E1CDC GENERAL CONDITIONS 1910 a (1990 Edmm)
wl CITY OF FORT COLLINS MODIFICATIONS (REV 4R000)
CONTRACTOR s Lmbthfy Insurance
54 CONTRACTOR shall purchase and mamam such
liability and other insurance as is appropriate for the Work
being performed and furnished and as will provide
protection from clans set forth below which may arise out
of or result from CONTRACTORS performance and
furnishing of the Work and CONTRACTORS other
obhgations 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
beriefits and other similar employee benefit acts
542 clams for damages because of bodily injury
occupational sickness or disease or death of
CONTRACTOR s employees
5 4 3 clams for damages because of bodily injury
sickness or disease or death of any person other than
CONTRACTOR s employees
545 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 clams 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 maintmned shall
5 4 7 with respect to insurance required by
paragraphs � 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, ENGINEERS
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 msureds
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 4 9 include completed operations insurance
EICDC GENERAL CONDITIONS 1910-8 (1990 Edihw)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000)
5 410 include contractual liability insurance
covering CONTRACTORs indemnity obligations
under paragraphs 6 12 6 16 and 6 31 through 6 33
5 4 11 contain a provtnon 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 tunes thereafter when CONTRACTOR may
be correcting removing or replacing defective Work
in accordance with paragraph 13 12 and
5 413 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
fumish 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 Liabihry Insurance
5 � In addition to insurance required to be provided
by CONTRACTOR under paragnrph54 OWNER at
OWNERS option, may purchase and maintain at
OWNERS expense OWNERS own liability insurance as
will protect OWNER against claims which may arise from
operations under the Contract Documents
Property Insurance
SECTION 00100
INSTRUCTIONS TO BIDDERS
� 9 OWNER shall not be responsible for purchasing
and mamtammg any property insurance to protect the
interests of CONTRACTOR Subcontractors or others i
dw rv...t.._ vitent of any d_a etible ..
Hale of
t.........a._....,.L .a__se,t a,.a. _..ue.,�,.. t
ibe bem
m-n—g any
suall !am and if any
coverage wrium the irrvattq of stielT a- ..&�rals' each may
t 0 EXEC GENERAL CONDITIONS 1910 8 GI Edit,.)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/ 000)
Receipt andApphcahon of Insurance Proceedx
5 12 Any insured loss under the policies of insurance
required by paragraphs 5 6 and � 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 513 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
513 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 OWNERS 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 ^-a if ___ Fed ._ waung L. any
^ as fid . shall g � OWNER .L^
Acceptance of Bonds and Insurance Ophon to Replace
514 If ether party (OkWiT0 __ CONTRACTOR
OWNER has any objection to the coverage afforded by or
other provisions of the Beadser insurance required to be
purchased and maintained by the
CONTRACTOR in accordance with Article 5 on basis
of nonconformance with the Contract Documents the
ebjeetmg party "R so notify the ether Party OWNER will
ratify CONTRACTOR in writing within tea fifteen days
after FamapE delivery of the certificates 4 ether-ewdeme
requested) to OWNER as required by paragraph 2 7
Le. m ..L ., as ..
Partial f/hhrnhon—Property Insurance
5 15 If OWNER finds it necessary to occupy or use a
portion or portions of the Work prior to Substantial
EJCDC GENERAL CONDITIONS 19104 (1990 Eddimi
wi CITY OF FORT COLLINS MODIFICATIONS (REF 42000)
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 andSupenntendenee
61 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 spectfication
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
62 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 under
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 Materwls and Equipment
63 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 tunes maintain
goad 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 performed during regular
working hours and CONTRACTOR will not permit
overtime work or the performance of Work on Saturday
Sunday or any legal holiday without OWNERS written
consent given after prior written notice to ENGINEER
CONTRACTOR shall submit requests to the ENGINEER
no less than 48 hours in advance of any Work to be
performed on Saturday. Sunday. Holidays or outside the
Regular WorkmgHours
II
64 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
641 Purchasing Restrictions CONTRACTOR
must comply with the Cites purchasing restrictions 4
copy of the resolutions are available for review in the
offices of the Purchasing and Risk Management
Division or the Citv Clerks office
642 Cement Restrictions City of Fort Collins
Resolution 91 121 requires that suppliers and producers
of cement or products contavung cement to certify that
the cement was not made in cement kilns that bum
hazardous waste as a fuel
65 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
66 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
661 CONTRACTOR shall submit to ENGINEER
for acceptance (to the extent indicated in
pamgmph29) 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
662 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
67 Substdutesand Or Equal Item&
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 time of a
particular Supplier the specification or description is
intended to establish the type function and quality
required Unless the specification or description
l2 EICDC GENERAL CONDITIONS 19108(1990 EdAnm)
w/ Cl rY OF FORT COLLINS MODIFICATIONS (REV 42000)
contains or is followed by words reading that no like
equivalent or or equal item or no substitution is
penmtfe t, other items of material or equipment or
material or equipment of other Suppliers may be
accepted by ENGINEER under the following
circumstances
6711 'Or Equal If in ENGINEERS sole
discretion an item of material or equipment
proposed by CONTRACTOR is fimctionally
equal to that named and sufficiently similar so that
no change in related Work will be required, it may
he considered by ENGINEER as an or -equal
item in which case review and approval of the
proposed item may in ENGINEERS sole
discretion, be accomplished without compliance
with some or all of the requirements for
acceptance of proposed substitute items
6 7 12 Substitute Items If in ENGINEERS 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 desigri, 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 CONTRACTORS 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 claims of other contractors affected
by the resulting change, all of which will be
considered by ENGINEER in evaluating the
proposed substitute ENGINEER may require
CONTRACTOR to fumish additional data about
the proposed substitute
6 7 13 CONTRACTOR s Expense All data to be
provided by CONTRACTOR in support of any
proposed or -equal or substitute item will be at
CONTRACTOR s expense
672 Substitute Construction Methods or
Procedures If a specific means method technique
sequence or procedure of construction is shown or
indicated in and expressly required by the Contract
Documents, CONTRACTOR may furnish or utilize a
substitute means, method, technique sequence or
procedure of construction acceptable to ENGINEER
CONTRACTOR shall submit sufficient information to
allow ENGINEER, in ENGINEERs sole discretion, to
deternme that the substitute proposed is equivalent to
that expressly called for by the Contract Documents
The procedure for review by ENGINEER will be
similarto that provided in subparagmph 6 7 12
673 Engineer's Evaluation ENGINEER will be
allowed a reasonable time within which to evaluate
each proposal or submittal made pursuant to
paragraphs 6 7 12 and 6 7 2 ENGINEER will be the
sole judge of acceptability No or -equal or
subshmte wdl be ordered, installed or utilized without
ENGINEERS prior written acceptance which will be
evidenced by either a Change Order or an approved
Shop Drawing OWNER may require
CONTRACTOR to famish at CONTRACTORS
expense a special performance guarantee or other
surety with respect to any or -equal or substitute
ENGINEER will record time required by
ENGINEER and ENGINEERS Consultants in
evaluating substitutes proposed or submitted by
CONTRACTOR pursuant to paragraphs 6 7 12 and
672 and in making changes in the Contract
Documents (or in the provisions of any other direct
contract with OWNER for work on the Project)
occasioned thereby Whether or not ENGINEER
accepts a substitute item so proposed or submitted by
CONTRACTOR, CONTRACTOR shall reimburse
OWNER for the charges of ENGINEER and
ENGINEERS Consultants for evaluating each such
proposed substitute item
6.g Concerning Subcontractors Suppliers and
Others
6 8 1 CONTRACTOR shall not employ any
Subcontractor Supplier or other person or organization
(including those acceptable to OWNER and
ENGINEER as indicated in paragraph 6 8 2) whether
initially or as a substitute against whom OWNER or
ENGINEER may have reasonable objection
CONTRACTOR shall not be required to employ airy
Subcontractor Supplier a other person or organization
to furnish or perform any of the Work against whom
CONTRACTOR has reasonable objection
E]CDC GENERAL CONDITIONS 1910-8 (1990 Mdnm)
wr CITY OF FORT COLLINS MODIFICATIONS (REV 02000)
6.9
CONTRACTOR shall perform not less than 20
percent of the Work with its own forces (that is,
without subcontracting T) he 20 percent requirement
shall be understood to refer to the Work the value of
which totals not less than 20 percent of the Contract
Price
682 if the Supplementary ganditlem BBi
Documents require the identity of certain
Subcontractors, Suppliers or other persons or
organizations (including those who are to famish the
principal items of materials or equipment) to be
submitted to OWNER in dva.c- -Ylh h-- s-p---a--d
dais prior to the Effective Date of the Agreement for
acceptance by OWNER and ENGINEERS -if
CONTRACTOR has submitted a list thereof
OWNERS or ENGINEERS acceptance (either in
writing or by failing to make written objection thereto
by the date indicated for acceptance or objection in
the bidding documents or the Contract Documents) of
will
constitute a condition of the Contract requiring the
use of the named subcontractors, suppliers or other
persons or organization on the Work unless prior
written approval is obtained from OWNER and
ENGINEER No acceptance by OWNER or
ENGINEER of any such Subcontractor Supplier or
other person or organization shall constitute a waiver
of any right of OWNER or ENGINEER to reject
defective Work
6 9 1 CONTRACTOR shall be fully responsible to
OWNER and ENGINEER for all acts and omissions
of the Subcontractors, Suppliers and other persons
and organizations performing or furnishing any of the
Work under a direct or indirect contract with
CONTRACTOR just as CONTRACTOR is
responsible for CONTR4CTORs own acts and
omissions Nothing in the Contract Documents shall
create for the benefit of any such Subcontractor
Supplier or other person or organization any
contractual relationship between OWNER or
ENGINEER and any such Subcontractor Supplier or
other person or organization, nor shall it create any
obligation on the part of OWNER or ENGINEER to
pay or to we to the payment of any moneys due any
such Subcontractor Supplier or other person or
organization except as may otherwise be required by
Laws and Regulations OWNER or ENGINEER may
furnish to am subcontractor supplier or other person
or organization evidence of amounts paid to
CONTRACTOR in accordance with
CONTRACTORS Applications for Payment
13
692 CONTRACTOR shall be solely responsible
for scheduling and coordinating the Work of
Subcontractors, Suppliers and other persons and
organirations 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 furmshmg any of the
Work to communicate with the ENGINEER through
CONTRACTOR
610 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
611 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
Patent Fees and Royalties
612 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 speufied 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 tights shall be
disclosed by OWNER in the Contract Documents To the
fullest extent permitted by Laws and Regulations
CONTRACTOR shall indemnify 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 tights or copynghts madent to the
use in the performance of the Work or resulting from the
mcorporation in the Work of any invention, design
process, product or device not specified in the Contract
Documents
14 EJCDC GENERAL. CONDITIONS 191M (1990 ENnm)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4n000)
Pennds
613 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
614 LawsandRegulahona
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
CONTRACTORS comphance with any Laws or
Regulations
6 14 2 If CONTRACTOR perfomis 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
ansing out of or resulting therefrom however it shall
not be CONTRACTORS primary responsibility to
make certain that the Specifications and Drawings are
in accordance with Laws and Regulations but this
shall not relieve CONTRACTOR of
CONTRACTORS obligations under paragraph 3 3 2
Taxes
615 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 wluch 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
cermanently "I' momted into the project Said taxes
shall rwt be included ui the Contract Price
Address
Colorado Department of Revenue
State Capital Annex
1375 Sherman Street
Denver, Colorado, 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 mcorporated into the
protect are to be raid by CONTRACTOR and me to
be included in appropriate bid items
Use of Prenuses
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
Emu 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, ENGINEER, ENGINEERS
Consultant and anyone directly or indirectly employed by
any of them from and against all clans, costs, losses and
damages arising out of or resulting from any clamp or
action, legal or equitable, brought by any such owner or
occupant against OWNER, ENGINEER or any other party
mdemnified hereunder to the extent caused by or based
upon CONTRACTOR s performance of the Work
617 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
618 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
E1CDC GENERAL CONDITIONS 1910-8 (1990 Edam)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000)
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 clanfications (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
mitiatmg, manntaming and supervising all safety
precautions and programs in connection with the Work
CONTRACTOR shall take all necessary precautions for
the safety of 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 thereto, 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 elect 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 then property All damage injury or
loss to any property referred to in paragraphs 6 20 2 pr
6 20 3 caused. directly or indirectly in whole or in part, by
CONTRACTOR, any Subcontractor Supplier or any
other person or orgamzanon directly or indirectly
employed by any of them to perform or furtush 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
ENGINEERS Consultant or anyone employed by any of
them or anyone for whose acts any of them may be liable
and not attributable directly or mdmectly 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)
CONTRACTORS dunes andresponsnbditis for the safety
and protection of the Work shall continue until Such tame
as all the Work is completed and ENGINEER has issued a
a
nonce 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)
&21 Safety Representative
CONTRACTOR shall designate a quahfied 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 ha=d communication information required to be
made available to or exchanged between or among
employers at the site in accordance with Laws or
Regulations
Emergencies
623 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
detemunes 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
624 Shop DrawmgsandSamples
6241 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 2 9) All submittals
will be identified as ENGINEER may require and in
the number of copies specified m the General
Requirements The data grown 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 rev lew and approval in accordance
with said accepted schedule of Shop Drawings and
Sample submittals Each Sample will be identified
clearly as to material, Supplier pemnent data such as
catalog numbers and the use for which intended and
otherwmse as ENGINEER may require to enable
ENGINEER to review the submittal for the limited
16 EICDCGENERAL CONDITIONS 191"(1990 EdWm)
w/ OTY OF FORT COLLINS MODIFICATIONS MEV 4/2000)
purposes required by paragraph 626 The numbers
of each Sample to be submitted will be as specified in
the Specifications
625. Submittal Procedures
6 25 1 Before submitting each Shop Drawing or
Sample CONTRACTOR shall have determined and
verified
62511 all field measurements, quantities
dinertsons, specified performance criteria
installation requireinents, materials, catalog
numbers and similar mformation with respect
thereto
62512 all materials with respect to intended
use fabrication shipping handling storage
assembly and installation pertaining to the
performance of the Work, and
62513 all mforination relative to
CONTRACTORS 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 sansfied
CONTRACTORS obligations under the Contract
Documents with respect to CONTRACTORS 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 Gom 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
626 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 ENGINEERS
review and approval will be only to determine if the items
covered by the submittals will after installation or
mcorpomtion 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 ENGINEERS 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
required 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 celled for by
ENGINEER on previous submittals
627 ENGINEERS 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 ENGINEERS 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
rotation 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
628 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 paragraph 29 any related Work performed
prior to ENGINEERS review and approval of the pertinent
submittal will be at the sole expense and responsibility of
CONTRACTOR
Continuing Ike Work
629 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 CONTRACTOR s General Warranty and
Guarantee
6 30 1 CONTRACTOR warrants and guarantees to
OWNER, ENGINEER and ENGINEERS Consultants
that all Work will be in accordance with the Contract
Documents and will not be defective
CONTRACTORS warranty and guarantee hereunder
excludes defects or damage caused by
63011 abuse modification or improper
maintenance or operation by persons other than
CONTRACTOR Subcontractors or Suppliers or
63012 normal wear and tear under normal
usage
6302 CONTRACTORS 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
EICDC GENERAL CONDITIONS 19104 (1990 E(lition)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 412000)
accordance with the Contract Documents a a release
of CONTRACTORS obligation to perform the Work
in accordance with the Contract Documents
63021 observations by ENGINEER
63022 recommendation of any progress or
final payment by ENGINEER
63023 the issuance of a certificate of
Substantial Completion or any payment by
OWNER to CONTRACTOR under the Contract
Documents
63024 use or occupancy of the Work or any
part thereof by OWNER
63025 any acceptance by OWNER or any
failure to do so
63026 any review and approval of a Shop
Drawing or Sample submittal or the issuance of a
notice of acceptability by ENGINEER pursuant
to paragraph 1413
63027 any inspection, test or approval by
others or
6 30 2 8 any correction of defective Work by
OWNER
lndemnrficanon
631 To the fullest extent permitted by Laws and
Regulations CONTRACTOR shall indemnify 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 (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
ansmg out of or resulting from the performance of the
Work provided that any such claim cost, loss or damage
(I) is aunbutable 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 (it) is caused in whole or in par
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 famish any of the Work or anyone for whose acts any
of them may be liable regardless of whether or not caused
in part any negligence or omission of a person or entity
indemn led hereunder or whether liability is imposed
upon such indemnified party by Laws and Regulations
regardless of the negligence of any such person or entity
632 In any and all clams 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 orgarizrtion directly or indirectly employed by
17
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 631 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
633 The indemnification obligations of
CONTRACTOR under paragraph 631 shall not extend to
the liability of ENGINEER and ENGINEERS Consultants,
officers, directors employees or agents caused by the
professional negligence errors or omissions of any of them
Survival ofObligahona
634 All representations indemnifications, warranties
and guarantees made m, required by or given in accordance
with the Contract Documents, as well as all contra
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 OTHER WORK
Related Work at Sae
71 OWNER may perform other work related to the
Project at the site by OWNERS own forces or let other
direct contracts therefor wluch 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
(u) 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
72 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 OWNERS 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 property 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
18 EICDCGENERAL CONDITIONS 191043(1990 Edmm)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000)
provisions for the benefit of CONTRACTOR in said
direct contracts between OWNER and such utility owners
and other contractors
73 If the proper execution or results of any part of
CONTRACTORS 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 CONTRACTORS
Work CONTRACTORS failure so to report will
constitute an acceptance of such other work as fit and
proper for integration with CONTRACTORS work
except for latent or nonapparent defects and deficiencies
in such other work
Cooreknation
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 firm or corporation who will have
authority and responsibility for coordination of the
activities among the various prime contractors will be
identified,
742 the specific matters to be covered by such
authority and responsibility will be Itemized and
743 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
82 In case of termination of the employment of
ENGINEER OWNER shall appoint an engineer against
whose status under the Contract Documents shall be that
of the former ENGINEER
83 OWNER shall furnish the data required of
OWNER under the Contract Documents promptly and
shall make payments to CONTRACTOR promptly when
they are due as provided in paragraphs 14 4 and 14 13
84 OWNERS duties in respect of providing lands
and easements and providing engineering surveys to
establish reference points are set forth in paragraphs 4 1
and 44 Paragraph 42 refers to OWNERS 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
structures at or contiguous to the site that have been utilized
by ENGINEER in preparing the Contract Documents
85 F.S.Ponabakties _ Fespeat „f...._,.h..s _..
86 OWNER is obligated to execute Change Orders as
indicated in paragraph 10 4
87 OWNERs responsibility in respect of certain
inspections tests and approvals is set forth in
paragraph 13 4
88 In connection with OWNERS right to stop Work or
suspend Work we paragraphs 13 10 and 15 1
Paragraphl52 deals with OWNERS tight to terminate
services of CONTRACTOR under certaincircumstances
89 The OWNER shall not supervise direct or have
control or authority over nor be responsible for
CONTRACTORS means, methods, techniques, sequences
or procedures of construction or the safety precautions and
programs mcident thereto or for any failure of
CONTRACTOR to comply with Laws and Regulations
applicable to the furishing or performance of the Work
OWNER will not be responsible for CONTRACTORs
failure to perform or famish the Work in accordance with
the Contract Documents
ARTICLE 9—ENGINEER S STATUS DURING
CONSTRUCTION
OWNER s Represenlative
91 ENGINEER will be OWNERS representative
during the construction period The duties and
responsibilities and the limitations of authority of
ENGINEER as OWNERS representatrvo during
construction are set forth in the Contract Documents and
shall not be extended without written consent of OWNER
and ENGINEER
Visits to Site
92 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
EICDC GENERAL CONDITIONS 19104 (1990 Ethhm)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 40000)
that has been made and the quality of the vanous aspects
of CONTRACTORS executed Work Based on
information obtained during such visits and observations,
ENGINEER will endeavor for the benefit of OWNER to
determme 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 ENGINEERS 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 ckfective Work ENGINEERS
visits and on site observations are subject to all the
limitations on ENGINEERS 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 CONTRACTORS Work
ENGINEER will not supervise direct control or have
authority over or be responsible for CONTRACTORS
means, methods techniques, sequences or procedures of
construction, or the safety precautions and programs
mcident thereto or for any failure of CONTRACTOR to
comply with Laws and Regulations applicable to the
furnislung or performance of the Work
Project Represenmhve
93 If OWNER and ENGINEER agree ENGINEER
will furmsh 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
pamgraphs 9 3 and 913 and in the Supplementary
F,endHiens of these General Conditions If OWNER
designates another representative or agent to represent
OWNER at the site who is not ENGINEERS Consultant,
agent or employee the responsibilities and authority and
limitations thereon of such other person will be as
provided in paragraph 93
931 The Representatives dealings in matters
pertaining to the on -site work will, in general, be with
the ENGINEER and CONTRACTOR But, the
Representative will keep the OWNER properly
advised about such matters The Representatives
dealings with subcontractors will only be through or
with the full knowledge and approval of the
CONTRACTOR
932 Duties and Responsibilities Remesentative
will
9321 Schedules Review the progress
IM
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
Rev 10/20/07 Section 00100 Page 1
schedule and other schedules prepared by the
CONTRACTOR and consult with the
ENGINEER concerning acceptability
9 3 2 2 Conferences and Meetmg Attend
meeting with the CONTRACTOR such as
preconstructlon conferences progress meetmgs
and other job conferences and prepare an_d
circulate comes of mmutes of meetings
9323 Lmison
93231 Serve as ENGINEERS hmson
with CONTRACTOR, working pnncipelly
through CONTRACTORS supenmendent m
assist the CONTRACTOR m understandme
the Contract Documents
93232 Assist in obtammg from OWNER
additional details or mformatiorn when
regwred for proper execution of the Work
9 3 2 3 3 Advise the ENGINEER and
CONTRACTOR of the commencement of
any Work requw= a Shoo Drawing or
sample submission if the submission has not
beeri approved 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 m progress to assist the ENGINEER
in determining that the Work is moceedmg in
accordance with the Contract Documents
93243 Accompany visNne inspectors
representing public or other aeencies having
junsdior over the Proiec[ record the results
of these inspections and report to [he
ENGINEER
9325 Interpretation of Contract
Documents Report to ENGINEER when
clarifications and interpretations of the Comma
Documents are needed and transmit to
CONTRACTOR clanfication and mteroretation
of the Contract Documents as issued by the
ENGINEER
9326 Modifications Consider and
evaluate CONTRACTORS suggestions for
EJCDCGENERAL CONDITIONS 1910 S (1990 ENhm)
20 w/CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000)
modification in Drawmgs or Specificatjons and
report these recommendations to ENGINEER
Accurately tra umt to CONTRACTOR
decisions Issued by the ENGINEER
9 3 2 7 Records
9 3 2 8 Reports
9 3 2 8 1 Fumish ENGINEER periodic
reports. as reati ed of the progress of the
Work and of the CONTRACTORS
compliance wash the prowess schedule and
schedule of.. shop Dmwmg and sample
submittals
9 3 2 8 2 Consult with ENGINEER m
advance of scheduling major tests,
mspections or start of important phases of the
Work
93283 Draft proposed Chance Orders
and Work Directive Changes, obtammg
backup material from the CONTRACTOR
and recommend to ENGINEER Chance
Orders, Work.. Directive Changes and field
orders
93284 Report immediately to
ENGINEER and OWNER the occurrence of
any accident
9329 Payment Requests Review applications
I -
payment with l ONTRACTOR for compliance
with the established procedure for thew
submission and forward with recommendation to
ENGINEER noting oanicularly the relationship of
the payment requested to the schedule of value
work completed and materials and equipment
delivered at the site but not incorporated in the
Work
9 3 2 10 Completion
932101 Before ENGINEER Issues a
Certificate of Substantial Completion submit
to CONTRACTOR a list of observed items
requame correction or completion
932102 Conduct final inspection in the
company of the ENGINEER OWNER and
CONTRACTOR and aepare s final list of
items to be corrected or completed
932103 Observe that all items on the
final list have been corrected or completed and
make recommendations to ENGINEER
concerning acceptance
933 Lunitation of Authority The Representative shall
not
9 3 3 1 Authorize any deviations from the
Contract Documents or accept any substitute
matenals or equipment unless authorized by the
ENGINEER
9 3 3 2 Exceed limitations of ENGINEERS
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
9334 Advise on or issue directions relative
to, or assume control over any ascect of the
means methods, techmwes, sequences or
procedures for construction unless such >s
specifically called for in the Contract Documents
9 3 3 5 Advise on or issue directions
regarding or assume control of er safety
aecauuons and proamms in connections with the
Work
9 3 3 6 Accent Shop Drawings or sample
submittals from anyone other than the
CONTRACTOR
9 3 3 7 Authorize OWNER to occupy the
Work in whole a in Part
9338 Participate in specialized field or
labomtory tests or inspections conducted by others
except as specifically authorized by the
ENGINEER
Ctanfcahons and Interpretations
94 ENGINEER will issue with reasonable promptness
such written clarifications or mterpretanons of the
EICDC GENERAL CONDITIONS 19104 (1990 E bt..)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000)
requirements of the Contract Documents (in the form of
Drawings or otherwise) as ENGINEER may determme
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 a
CONTRACTOR believes that a written clznfication or
interpretation justifies an adjustment in the Contract Price
or the Contract Tines and the parties are unable to agree
to the amount or extent thereof if any OWNER or
CONTRACTOR may make a written clam therefor as
provided in Article 1 I or Article 12
Authorized I ariahons 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 mdicated by the Contract
Documents These maybe 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 Order justifies 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 a
CONTRACTOR may make a written claim therefor as
provided in Article 11 or 12
Rejecting Defective Work.
96 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 mtegnty 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 mspecnon 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
97 In connection with ENGINEERS authority as to
Shop Drawings and Samples, we paragraphs 6 24 through
6 28 inclusive
98 In connection with ENGINEERS authority as to
Change Orders, we Articles 10 11 and 12
99 In connection with ENGINEERS authority as to
Applications for Payment we Article 14
Determinations jar Unit Prices
910 ENGINEER will determine the actual quantities
and classifications of Unit Price Work perforated by
CONTRACTOR ENGINEER will review with
CONTRACTOR the ENGINEERs preliminary
determinations on such matters before rendering a written
decision thereon (by recommendation of an Application
21
for Payment or otherwise) ENGINEERS 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 ENGINEERS decision and (1) an
appeal from ENGINEERS 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 ENGINEERS decision, unless
otherwise agreed in writing by OWNER and
CONTRACTOR Such appeal will not be subject to the
procedures of paragraph 9 11
Deamons on Dtsputes
911 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 I 1 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 clam dispute or other matter The opposing party
shall submit any response to ENGINEER and the claimant
within thirty days after receipt of the claimants last
submittal (unless ENGINEER allows additional time)
ENGINEER will render a formal decision in writing within
thirty days after receipt of the opposing party s submittal if
any in accordance with this paragraph ENGINEERS
written decision on such clam dispute or other matter will
be final and binding upon OWNER and CONTRACTOR
unless (i) an appeal from ENGINEERS decision is taken
within the time limits and in accordance with the
procedures set forth in EXHE3IT GC A, Dispute
ResolutionAgreement 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 ENGINEERS
written decision is delivered by OWNER or
CONTRACTOR to the other and to ENGINEER 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
ErCDC GENERAL CONDITIONS 1910 a (1990 Emam)
22 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000)
dectuon, unless otherwise agreed in writing by OWNER
and CONTRACTOR
912 When functioning as interpreter and judge under
paragraphs q 10 and 9 11 ENGINEER will not show
partiality to OWNER or CONTRACTOR and will not be
liable in connection with any interpretation or decision
rendered in good taith in such capacity The rendering of
a decision by ENGINEER pursuant to paragraphs 9 10 or
911 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 clam dispute or other matter-purSaen"o Aotick-46
913 Limitations on ENGINEER s Authority and
Responabthhes
9 13 1 Neither ENGINEERS 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
CONTRACTORS 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 CONTRACTORS failure to perform
or furnish the Work in accordance with the Contract
Documents
9 13 3 ENGINEER will not be responsible for the
acts or omissions of CONTRACTOR or of any
Subcontractor any Suppher 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 1412 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 913 shall also
apply to ENGINEERS Consultants, Resident Project
Representative and assistants
ARTICLE 10—CHANGES IN THE WORK
101 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'Aritten 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)
102 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 11 or
Article 12
103 CONTRACTOR shall not be entitled to an increase
in the Contract Price or an extension of the Contract Trines
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
104 OWNER and CONTRACTOR shall execute
appropriate Change Orders recommended by ENGINEER
(or Written Amendments) covering
1041 changes in the Work which we (1) ordered
by OWNER pursuant to paragraph 10 1 (u) required
because of acceptance of defective Work under
paragraph 13 13 or correcting defective Work under
paragraph 13 14 or (m) agreed to by the parties
1042 changes in the Contract ]rice or Contract
Times which are agreed to by the parties and
1043 changes in the Contract Price or Contract
Times which embody the substance of any written
decision rendered by ENGINEER pursuant to
paragraph 9 11
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
105 If notice of any change affecting the general scope
of the Work or the provisions of the Contract Documents
E1CDC GENERAL CONDITION61910-8 0990 Ediam)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000)
(mcludrng 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
CONTRACTORS responsibdtty, and the amount of each
applicable Bond will be adjusted accordmgly
ARTICLE 11—CHANGE OF CONTRACT PRICE
11 1 The Contract Price constitutes the total
compensation (subject to authonzed adjustments) payable
to CONTRACTOR for Performing the Work All duties,
responsibilities and obligations assigned to or undertaken
by CONTRACTOR shall be at CONTRACTORs expense
without change in the Contract Price
112 The Contract price 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 clan to
the other party and to ENGINEER promptly (but in no
event later than diaty days) after the start of the
occurrence or event giving rise to the claim and stating the
general nature of the clan 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 clai nant to submit
additional or more accurate data in support of the clam)
and shall be ai,compamed by claimants 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 911 if OWNER and
CONTRACTOR cannot otherwise agree on the amount
involved No clam for an adjustment in the Contract
Puce will be valid if not submitted in accordance with this
paragraph 112
113 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
113 1 where the Work involved is covered by unit
pnces 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 119 3 inclusive)
11 32 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 116 2)
113 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 113 2 on the basis of the Cost of the Work
(determined as provided in paragraphs 114 and 11 5)
plus a CONTRACTORS fee for overhead and profit
(determmed as provided in paragraph 11 6)
Cost of the Work
114 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 115
114 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 malude but R 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 wW retireinenE benefits
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 mwrporated in the Work mcludrng 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
OWNER and CONTRACTOR shall make provisions
SO that they may be obtained
1143 Payments made by CONTRACTOR to the
Subcontractors for Work performed or furnished by
Subcontractors If required by OWNER
24 EICDC GENERAL CONDITIONS 1910-8 (1990Edmm)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV V2000)
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 CONTRACTORS
Cost of the Work and fee as provided in
paragraphs 114 l l 0 116 and 11 7 All
subcontracts shall be subject to the other provisions of
the Contract Documents insofar as applicable
1144 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
1145 Supplemental costs including the following
11451 The proportion of necessary
transportation, travel and subsistence expenses of
CONTRACTORS employees m erred in
discharge of duties connected with the Work
11412 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
11453 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
11454 Sales consumer use or similar taxes
related to the Work and for which
CONTRACTOR is liable imposed by Laws and
Regulations
11455 Deposits lost for causes other than
negligence of CONTRACTOR any
Subcontractor or anyone directly or mdrrectly
employed by any of them or for whose acts any
of them may be liable and royalty payments and
fees for permits and licenses
11456 Losses and damages (and related
expenses) caused by damage to the Work not
compensated by insurance or otherwise sustained
by CONTRACTOR in connection with the
performance and furtushing 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 oC CONTRACTOR, any
SUbComractor or anyone directly or mdrrectly
employed by any of them or for whose acts any 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
CONTRACTORS fee If 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 inparagraph 116 2
11457 The cost of utilities, fuel and sanitary
facilities at the site
11458 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
11459 Cost of premiums for additional Bonds
and insurance required because of changes in the
Work
115 The term Cost of the Work shall not include any of
the following
1151 Payroll costs and other compensation of
CONTRACTORS 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
CONTRACTORS 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 114 1 or
specifically covered by paragraph 114 4a11 of which
are to be considered administrative costs covered by the
CONTRACTORS fee
1152 Expenses of CONTRACTORS principal and
branch offices other than CONTRACTORS office at
the site
11 5 3 Any Fart of CONTRACTORS capital
expenses, including interest on CONTRACTORS
capital employed for the Work and charges against
CONTRACTOR for delinquent payments
115 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 114 5 9 above)
EJCDC GENERAL CONDITIONS 191041 (1990 E(mm)
W CITY OF FORT COLLINS MODIFICATIONS (REV 4P1000)
115 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
115 6 Other overhead or general expense costs of
arty kind and the costs of any item not specifically and
expressly included in paragraph I 1 4
116 The CONTRACTORS fee allowed to
CONTRACTOR for overhead and profit shall be
determined as follows
116 1 a mutually acceptable fixed fee or
11 62 if a foxed fee is not agreed upon then a fee
based on the following percentages of the various
portions of the Cost of the Work
11621 for costs incurred under
paragraphs 114 1 and 1142 the
CONTRACTORS fee shall be fifteen percent
11622 for costs inured under
paragraph 114 3 the CONTRACTORS fee shall
be five percent
11623 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 t 1 4 1 114 2 114 3 and
116 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
mcured by such Subcontractor under paragraphs
114 1 and 11 4 2 and that any higher tier
Subcontractor and CONTRACTOR will each be
paid a fee of five li-Feem of the amount paid to
to be negotiated
in good faith with the OWNER but not to exceed
five mercent of the amount paid to the next lower
tier Subcontractor
11624 no fee shall be payable on the basis
of costs itemized under paragmphs 114 4 114 5
and 11 5
11625 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 CONTRACTORS fee by an amount
equal to five percent of such net decrease and
11 626 when both additions and credris are
involved in any one change the adjustment in
CONTRACTORS fee shall be computed on the
basis of the net change in accordance with
paragraphs 116 2 1 through 116 2 5 inclusive
117 Whenever the cost of any Work is to be
25
determined pursuant to paragraphs 114 and I 1 5
CONTRACTOR will establish and mamtmn 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
1181 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 82 CONTRACTORS 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
119 Unrr Pnce Rork
11 9 1 Where the Contract Documents provide that all
or part of the Work is to be Unit Price Work, wtially
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 tunes 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 vutud 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 92 Each unit Price will be deemed to include an
amount considered by CONTRACTOR to be adequate
to cover CONTRACTORS overhead and profit for
each separately identified item
1193 OWNER or CONTRACTOR may make a
claim for an adjustment in the Contract Price in
accordance with Article I if
I 1 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
26 E.ICDC GENERAL CONDITIONS 1910 3 (19 Editicm
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000)
and
11932 there is no corresponding adjustment
with respect to any other item of Work and
11933 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 emitted to a decrease in Contract Price
and the parties are unable to agree as to the
amount of any such increase or decrease
11934 CONTRACTOR acknowlednes that
the OWNER has the right to add or delete items it
the Bid or chance uuantines at OWNERS sole
discretion without affectine the Contract Price of
am remaimnig item so long as the deletion or
addition does not exceed twenty five percent of
thermal total Contract Price
ARTICLE 12 CHANGE OF CONTRACT TIMES
121 The Contract Times (or Milestones) may only be
changed by a Change Order or a Witten Amendment
Any claim for an adjustment of the Contract Tines (or
Milestones) shall be based on written notice delivered by
the party making the clan to the other party and to
ENGINEER promptly (but in no event later than durty,
days) after the occurrence of the event giving rise to the
claim and stating the general nature of the claim Nonce
of the extent of the clam with supporting data shall be
delivered within sixty days after such occurrence (unless
ENGINEER allows additional time to ascertain more
accurate data in support of the clams) 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 Times (or Milestones) shall be determined by
ENGINEER in accordance with paragmph9ll if
OWNER and CONTRACTOR cannot otherwise agree
No claim for an adjustment in the Contract Tines (or
Milestones) will be valid if not Submitted in accordance
with the requirements of this paragraph 12 1
122 All tine Imtrts slated in the Contract Documents
are of the essence of the Agreement
123 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 Tunes (or Milestones) will
be extended in an amount equal to time lost due 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 lunited to acts
or neglect by OWNER, acts or neglect of utility owners or
other contractors performing other work as contemplated
by Article 7 fires, floods, epidemics, abnormal weather
conditions or acts of Gad Delays attributable to and
within the control of a Subcontractor or Supplier shall be
deemed to be delays within the control of CONTRACTOR
124 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 hilestones) in an amount equal to the
time lost due to such delay shall be CONTRACTORS 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 ansng out of or resulting from (1) delays caused
by or within the control of the CONTRACTOR or
(it) 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 perform Ing other work as contemplated
by Article 7
ARTICLE 13 TESTS AND INSPECTIONS
CORRECTION REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
131 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 [Lark
132 OWNEF ENGfNEER, ENGINEERS Consultants
other representatives and personnel of OWNER
independent testing laboratories and governmental agencies
with jurisdictional interests will have access to the Work at
reasonable "e for their observation, inspecting and
testing CONTRACTOR shall provide them proper and
safe conditions for such access and advise them of
CONTRACTORS site safety procedures and programs so
that they may comply therewith as applicable
Tests andlnspeclions
133 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
1341 for inspections tests or approvals covered
by paragraph 13 5 below
1342 that casts incurred in connection with tests
or Inspections conducted pursuant to paragraph 13 9
ErCDC GENERAL CONDITIONS 19104 (1990 Edam)
w/ CITY OF FORT COLLINS 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
135 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 fum[sh ENGINEER the
required certificates of inspection, or approval
CONTRACTOR shall also be responsible for arranging
and obtatmng and shall pay all costs in connection with
any Inspections, tests or approvals required for OWNERS
and ENGINEERS acceptance of materials or equipment to
be incorporated in the Work or of materials, mix designs,
or equipment submitted for approval pnor to
CONTRACTORS purchase thereof for incorporation in
the Work
136 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
137 Uncovering Work as provided in paragraph 13 6
shall be at CONTRACTORS expense unless
CONTRACTOR has given ENGINEER timely notice of
CONTRACTORS intention to cover the same and
ENGINEER has not acted with reasonable promptness in
response to such notice
Uncovering Work
139 If any Work is covered contrary to the written
request of ENGINEER it must, if requested by
ENGINEER be uncovered for ENGINEERS observation
and replaced at CONTRACTORS expense
139 If ENGINEER considers it necessary or advisable
that covered Work be observed by ENGINEER or
Inspected or tested by others CONTRACTOR, at
ENGINEERS request, shall uncover expose or otherwise
make available for observation inspection or testing as
ENGINEER may require that portion of the Work in
question, fumisfung 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 Pnce 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 the parties are
unable to agree as to the amount or extent thereof
CONTRACTOR may make a claim therefor as provided in
Articles II and 12
OWNER May Stop the Work
13 10 If the Work is defective or CONTRACTOR fads
to supply sufficient skilled worker or suitable materials or
equipment, or fads to furnish a 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 ruse 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 Penod
13 121 If within one --year two veers 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 OWNERS 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 Ls not defective and (it)
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 connected or the
rejected Work removed and replaced, and all clams
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 to 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 d (19%Edmao)
28 .1 CITY OF FORT COLLINS MODIFICATIONS (REV 4R000)
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 eaeye
two year after such correction or removal and
replacement has been satisfactorily completed
4cceptance of Defective Work
13 13 If instead of requiring correction or removal and
replacement of defective Work OWNER (and( prior to
ENGINEERS recommendation of final payment, also
ENGINEER) prefers to accept it OWNER may do %
CONTRACTOR shall pay all claims, costs, losses and
damages attributable to OWNERS 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 ENGINEERS
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 acceptame occurs after
such recommendation, an appropriate amount will be paid
by CONTRACTOR to OWNER
OWNER May Coned Defective Work
1314 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 fads
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 CONTRACPORs services related thereto take
possession of CONTRACTORS tools, appliances,
construction equipment and machinery at the site and
mcorMate 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, OWNERs
representatives, agents and employees OWNERS other
contractors and ENGINEER and ENGINEERS
Consultants access to the site to enable OWNER to
exercise the rights and remedies under this paragraph All
clams, 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 clamp therefor
as provided in Article 11 Such claims, costs losses and
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
CONTRACTORS defective Work CONTRACTOR shall
not be allowed an extension of the Contract Tunes (or
Nhlestones) because of any delay in performance of the
Work attributable to the exercise by OWNER of OWNERS
rights and remedies hereunder
ARTICLE 14- PAYMENTS TO CONTRACTOR AND
COMPLETION
Schedule of Values
141 The schedule of values established w 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
ants completed
Application for Progress Payment
142 41 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 OWNERS interest therem, all of which will be
satisfactory to OWNER The amount of retamage with
respect to progress payments will be as stipulated in the
Agreement Atry 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 apphcanon for payment
form the CONTRACTOR expressly waives his right to the
benefits of Colorado Revised Statutes Section 24 91 101.
et sea
CONTRACTOR s Warranty of Tide
143 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 free and clear of all Liens
Revrew of Applications for Progress Payment
144 ENGINEER will, within ten days after receipt of
each Application for Payment, either indicate in witting a
MCDC GENERAL CONDITIONS 191M (1990 E(awa)
w/ CITY OF FORT COLLINS MODIFICATIONS (ttEV 4n000)
recommendation of payment and present the Application
to OWNER or return the Application to CONTRACTOR
indicating in writing ENGINEERS 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 ENGINEERS
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
145 ENGINEERS recommendation of any payment
requested in an Application for Payment will constitute a
representation by ENGINEER to OWNER based on
ENGINEERS on site observations of the executed Work
as an experienced and qualified design professional and on
ENGINEERS 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
intherecommendation) and
1453 the conditions precedent to
CONTRACTORS being entitled to such payment
appear to have been fulfilled insofar as it is
ENGINEFRs responsibility to observe the Work
However by recommending any such payment
ENGINEER will not thereby be deemed to have
represented that (1) 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 (u) 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
146 ENGINEERS recommendation of any payment
including final payment, shall not mean that ENGINEER
is responsible £or CONTRACTORS 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 Work or for any failure of
CONTRACTOR to perform or furnish Work in
accordance with the Contract Documents
147 ENGINEER may refuse to recommend the whole
or any part of any payment if in ENGINEERS opinion, it
would be incorrect to make the representations to
29