HomeMy WebLinkAboutBID - 6082 HORSETOOTH ZIEGLER ROUNDABOUT AND ZIEGLER ROAD IMPROVEMENTSfcgov com/purchasmg
ADDENDUM No 1
6082 Horsetooth Ziegler Roundabout and Ziegler Road Improvements
SPECIFICATIONS AND CONTRACT DOCUMENTS
Description of Bid 6082 Horsetooth Ziegler Roundabout and Ziegler Road Improvements
OPENING DATE 3 00 P M (Our Clock) February 25 2008
To all prospective bidders under the specifications and contract documents described above
the following changes are hereby made
CHANGE
Plan Sheet Revisions
Plan sheet No 19 is revised to include the paving of Mr & Mrs Bill Warrens
driveway This additional work will include pulverizing the existing asphalt in place
shaping and compacting the pulverize asphalt and a 2 asphalt overlay (HBP
Grading S PG 64-22) of the existing driveway within the limits shown on the revised
plan sheet
2 Plan sheet No 9 is revised to delineate the pay areas for the Alternate Bike Ramps
with 6 Curbheads
Contract Document Revisions and Clarifications
Revised Bid Schedule — The project bid schedule is revised to reflect the addition of
the driveway and paving as outlined in item no 1 under Plan Sheet Revisions
above
Paving quantities in the bid schedule were revised to reflect minor revisions in each
of these items
Traffic control for the project will be provided by the Owner The Contractor shall be
responsible for coordinating with appropriate City Streets Dept staff to ensure that all
necessary closures detours signage and traffic control measures are in place for all
phases of work in the Contract Any reference to payment to the Contractor for
Traffic Control or Traffic Control Devices in the specifications or contract documents
shall be inapplicable on this project No separate payment shall be made to the
Contractor for Traffic Control or Traffic Control Devices
where renewal Is a way of life
Rev 10/20/07 Section 00020 Page 2
ENGINEER noting particularly the relatiooslun of
the payment requested to the schedule of values
work completed and materials and equipment
delivered at the site but not incorporated in the
Wink
93210 Completion
932101 Before ENGINEER issues a
Certificate of Substantial Completion submit
to CONTRACTOR a list of observed items
requiring correction or completion
932102 Conduct final inspection in the
company of the ENGINEER OWNER and
CONTRACTOR and prepere a final list of
items to be corrected or completed
932103 Observe that all items on the
final lust have been corrected or completed and
make recommendations to ENGINEER
concerning acceptance
933 Lunttation of Authontv The Representative shall
nut
9 3 3 1 Authorize any deviations from the
Contract Documents Pr accept anv substitute
Materials or egutpni unless authonzed bs the
ENGINEER
9332 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
9 3 3 4 Advise on or issue directions relative
to or assume control over an asoet of the
meanm% methods techniques sequences or
Procedures for construction unless such is
specifically called for in the Contract Documents
9 3 3 5 Advise on or issue directions
regarding or assume control oter safety
precautions and Programs in connections with the
Work
93 3 6 Accept Shop Drawings or sample
submittals from anyone other than the
CONTRACTOR
9 3 3 7 Authorize OWNER to occupy the
Work m whole or inpart
9 3 3 8 Participate in specialized field or
laboratory tests or inspections conducted by others
except as specifically by the
ENGINEER
Clar!fications and Interpretations
94 ENGINEER will issue with reasonable promptness
such wntten clarifications or interpretations of the
EJCDC GENERAL CONDITIONS 1910 a (1990 Emnm)
w/ CITY OF FORT COLLINS MODIFICATIONS (RE `42000)
requirements of the Contract Documents (in the forth of
Drawings or otherwise) as ENGINEER may determine
necessary which shall be consistent with the intent of and
reasonably Inferable from the C.omract Documents Such
written clarifications and interpretations will be binding on
OWNER and CONTRACTOR If OWNER or
CONTRACTOR believes that a written clanfication or
interpretation justifies an adjustment in the Contract Price
or the Contract Tunes and the parties are unable to agree
to the amount or extent thereof if any OWNER or
CONTRACTOR may make a written slain therefor as
provided in Article 11 or Article 12
Authorized 1 anahons in Work
95 ENGINEER may authorize mmor variations in
the Work from the requirements of the Contract
Documents which do not involve an adjustment in the
ContraU Price or the Contract Times and are compatible
with the design concept of the completed Project as a
functioning whole as indicated by the Contract
Documents These may be accomplished by a Field Order
and will be binding on OWNER and also on
CONTRACTOR who shall perform the Work involved
promptly If OWNER or CONTRACTOR believes that a
Field Orderjustifies an adjustment in the Contract Rice or
the Contract Times and the parties are unable to agree as
to the amount or extent thereof OWNER or
CONTRACTOR may make a written claim therefor as
Provided in Article I 1 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 net produce a completed
Project that conforms to the Contract Documents or that
will prejudice the integrity of the design concept of the
completed Project as a functioning whole as indicated by
the Contract Documents ENGINEER will also have
authority to require special inspection or testing of the
Work as provided in paragraph 13 9 whether or not the
Work is fabricated, installed or completed
Shop Drawings Change Orders and Payments
97 In connection with ENGINEERS authority as to
Shop Drawings and Samples, we paragraphs 6 24 through
6 28 inclusive
98 In connection with ENGENEERs authority as to
Change Orders, see Articles 10 1 l and 12
99 In connection with ENGINEERS authority as to
Applications for Payment we Article 14
Determinations for Una Prices
910 ENGINEER will determine the actual quantities
and classifications of Unit Price Work performed by
CONTRACTOR ENGINEER will review with
CONTRACTOR the ENGINEERS preliminary
determu nations 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 fnid and binding upon OWNER and
CONTRACTOR, unless within ten days after the date of
any such decision, either OWNER or CONTRACTOR
delivers to the other and to ENGINEER written notice of
intention to appeal from ENGINEER s decision and (i)an,
appeal from ENGINEERS decision is taken within the time
limits and in accordance with the procedures set forth in
Exlmbit GC A Dispute Resolution Agreement entered
into between OWNER and CONTRACTOR pursuant to
Article 16 or (u) if no such Dispute Resolution Agreement
has been entered into a formal proceeding is instituted by
the appealing party in a forum of competentjunsdictnon 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
Decisions on Disputes
911 ENGINEER will be the wtial interpreter of the
requirements of the Contract Documents and judge of the
acceptabilityof 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 pertammg to the performance and furnishing of
the Wok and clams 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 charm dispute o other matter
will be delivered by the claimant to ENGINEER and the
other party to the Agreement promptly (but in no event
later than they 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 penod of time for the
submission of additional or more accurate data in support
of such claim dispute or other matter The opposing Fart
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
they days after receipt of the opposing party s submittal if
any in accordance with thus paragraph ENGINEERS
written decision on such claim 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 hunts and in accordance with the
procedures set forth in EXHTBIT GC A. Dispute
Resolution Agreement entered into between OWNER and
CONTRACTOR pursuant to Article 16 or (11) 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
thaty days after the date of such decision and a formal
proceeding its 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
22 CJCDC GENERAL CONDITIONS 1910 8 (1990 Emnoro
w/CITY OF FORT COLLINS MODIFICATIONS (REV 42000)
decision, unless otherwise agreed in writing by OWNER
and CONTRACTOR
912 When functioning as interpreter and judge under
Paragraphs 910 and 911 ENGINEER will not show
partiality to OWNER or CONTRACTOR and will not be
liable in connection with any interpretation or decision
rendered in good faith in such capacity The rendering of
a decision by ENGINEER pursuant to paragraphs 910 or
9 11 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 conduhon 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 clan dispute or other matterTuFunm4&,kaj,46
913 Limitations on ENGINEER v 4uthonty and
ResponuMnes
9 13 1 Neither ENGINEERS authonty or
responsibility under this Article 9 or under am, 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 Contrai,t
Documents
9 13 3 ENGINEER will not be responsible for the
acts or omissions of CONTRACTOR or of any
Subcontractor any Supplier orofany otherperson or
wgannzation performing or furnishing any of the
Work
9 13 4 ENGINEERS 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 requued 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 9 13 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 on the
Work Such additions, deletions or revisions will be
authorized by a Written Amendment, a Change Order or a
Work Change Directive Upon receipt of any such
document CONTRACTOR shall promptly proceed with
the Work involved which will be performed under the
applicable conditions of the Contract Documents (except as
otherwise specifically provided)
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 Times
with respect to any Work performed that is not required by
the Contract Documents as amended, modified and
supplemented as provided in paragraphs 3 5 and 3 6 except
in the case of an emergency as provided in paragraph 6 23
or in the case of uncovering Work Ts 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 are (I) ordered
by OWNER pursuant to paragraph 10 1 (it) required
because of acceptance of defective Work under
Paragraph 13 13 or correcting defective Work under
Paragraph 13 14 or (tit) agreed to by the parties
1042 changes in the Contract Price or Contract
Times which are agreed to by the parties and
1043 changes in the C.om MLt 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 ran) on the Work and
adhere to the progress schedule as provided in
paragraph 629
105 If notice of an} change affecting the general scope
of the Work or the provisions of the Contract Documents
F,ICDC GENERAL CONDITIONS 19)oS (I gw Edama)
w/ C1TY OF FORT COLLINS MODIFICATIONS (REV 42000)
(including but not limited to Contract Price or Contract
Times) is required by the provisions of any Bond to be
given to a surety the giving of any such notice will be
CONTRACTOR s responstbility and the amount of each
applicable Bond will be adjusted accordingly
ARTICLE 11—CHANGE OF CONTRACT PRICE
111 The Contract Price constitutes the total
compensation (subject to authorized adjustments) payable
to CONTRACTOR for performing the Work All duties,
responsibilities and obligations assigned to or undertaken
by CONTRACTOR shall be at 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 clans
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 thirty days) after the start of the
occurrence or event giving rise to the clams and stating the
general nature of the clam Notice of the amount of the
claim with supporting data shall be delivered within sixty
days after the start of such occurrence or event (unless
ENGINEER allows additional time for claimant to submit
additional or more accurate data in support of the clann)
and shall be accompanied by claimants written statement
that the adjustment claimed covers all known amounts to
which the claunant its 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 paragraph9ll it OWNER and
CONTRACTOR cannot otherwise agree on the amount
involved No claim for an adjustment in the Contract
price will be valid if not submitted in accordance with this
paragraph 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
11 3 1 where the Work involved is covered by unit
Prices contained in the Contract Documents by
application of such unit prices to the quantities of the
items involved (subject to the provisions of
23
paragraphs 11 9 1 through 11 9 3 inclusive)
113 2 where the Work Involved is not covered by
unit prices contamed in the Contract Documents by a
mutually agreed paymerit basis including lump sum
(which may include an allowance for overhead and
profit not necessarily in accordance with
paragraph 11 62)
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 11 3 2 on the basis of the Cost of the Work
(determined as provided in paragraphs 1 14 and 11 5)
plus a CONTRACTORS fee for overhead and profit
(determined as provided in paragraph 11 6)
Cost offce Work
114 The tern Cost of the Work means the sum of all
costs necessarily mcarred 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 l I �
11 41 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
supenntendents, foremen and other personnel
employed full time at the site Payroll costs for
employees not employed full time on the W ork shall
be apportioned on the basis of their time spent on the
Work Payroll costs shall aiel,d,- bar nit 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 and fetffemm benefits—berwses-
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 42 Cost of all materials and equipment furnished
and incorporated in the Work, including costs of
transportation and storage thereof and Suppliers field
services required in connection therewith All cash
discounts shall accrue to CONTRACTOR unless
OWNER deposits funds with CONTRACTOR with
which to make payments, in which case the cash
discounts shall accrue to OWNER All trade
discounts rebates and refunds and returns from sale of
surplus materials and equipment shall accrue to
OWNER, and CONTRACTOR shall make provisions
so that thev may be obtained
1143 Payments made by CONTRACTOR to the
Subcontractors for Work performed or furnished by
Subcontractors If required by OWNER,
24 EICDCGENERAL CONDITIONS 1910-8(1990 EaInm)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4R000)
CONTRACTOR shall obtain wmpeti[rve 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, of 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 114 115 116 and 117 All
subcontracts shall be subject to the other provisions of
the Contract Documents insofar as applicable
11 44 Costs of special consultants (including but
not limited to engineers architects testing
laboratories, surveyors, attorneys and accountants)
employed for services specifically related to the
Work
11 4 S Supplemental costs including the following
11451 The proportion of necessary
transportation, travel and subsistence expenses of
CONTRACTORS employees incurred in
discharge of duties connected with the Work
11452 Cost including transportation and
maintenance of all matertals, 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 cast less market
value of such items used but not comwned which
remain the property of CONTRACTOR
11453 Rentals of all construction
equipment and machinery and the pans 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, dlsmanthng and removal thereof all
in WLordance 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 CONFRACTOR, any
Subcontractor or anyone directly or mdirectly
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 furrushing of the Work (except
losses and damages within the deductible amounts
of property insurance established by OWNER in
accordance with paragraph 5 9) provided they
have resulted from causes other than the
negligence of CONTRACTOR any
Subcommctor or anyone duectly or Indirectly
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 in paragraph 116 2
11457 The cost of utilities, fuel and sanitary
facilities at the site
11458 V mor 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
11 5 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 tunekeepers clerks and other personnel
employed by CONTRACTOR whether at the site or in
CONTRACTORS principal or a branch office for
general ache mstration of the Work and not specifically
included in the agreed upon schedule of job
classifications referred to in paragraph l l 4 1 or
specifically covered by paragraph 114 4—all of which
are to be considered administrative costs covered by the
CONTRACTORsfee
11 52 Expenses of CONTRACTORS principal and
branch offices other than CONTRACTORS office at
the site
1153 Anv part of CONTRACTORS capital
expenses, including interest on CONTRACTORS
capital emploved 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 GENERA[. CONDITIONS 191" (1990 EtLn®)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000)
11 5 5 Costs due to the negligence of
CONTRACTOR arty 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 defecime Work
disposal of materials or equipment wrongly supplied
and making good any damage to property
I1 � 66 Other overhead or general expense costs of
any kind and the costs of any item not specifically and
expressly included in paragraph 114
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 6 2 if a fixed fee is not agreed upon then a fee
based on the following percentages of the various
portions of the Cost of the Work
1 l 6 2 1 for costs mourned under
paragraphs 114 1 and 1142 the
CONTRACTORS fee shall be fifteen percent
11622 for costs mcurred 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 114 1 11 4 2 11 4 3 and
1162 n that the Subcontractor who actually
performs or furrushes the Work at whatever tier
will be paid a fee of fifteen percent of the costs
incurred by such Subcontractor under paragraphs
11 4 1 and 11 4 2 and that any higher her
Subcontractor and CONTRACTOR will each be
paid a fee of fiv- percent of the armamt paid to
'R`+�,' ���c>�,am;.o>- to be negotiated
m spoil froth with the OWNER but not to exceed
fi,e percent of the amount paid to the next lower
her Subcomractor
11624 no fee shall be payable on the basis
of costs itemized under paragraphs 114 4 114 5
and It
1162) the amount of credit to be allowed
by CONTRACTOR to OWNER for my 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
11626 when both additions and credits are
involved many 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
15
determined pursuant to paragraphs 114 and 11 S
CONTRACTOR will establish and maintain records
thereof in accordance with generally accepted accounting
practices and submit in form acceptable to ENGINEER an
itemized cost breakdown together with supporting data
Cash Allowances
11 8 It is understood that CONTRACTOR has included
in the Contract Price all allowances so named in the
Contract Documents and shall cause the Work so covered
to be furnished and performed for such sums as may be
acceptable to OWNER and ENGINEER CONTRACTOR
agreesthat
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
1182 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
comespondmgh adjusted
11 9 Unit Price Work
1 191 Where the Contract Documents provide that all
or part of the Work its to be Unit Price Work, uu[ially
the Contract Pnce will be deemed to include for all
Lint Price Work an amount equal to the sum of the
established unit prices for each separately identified
item of Unit Price Work tines 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 metal 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
clan for an adjustment in the Contract Price in
accordance with Article 11 if
11931 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 E1CDC GENERAL CONDITIONS 1910 a (1990 Edlim)
w/ CITY OF FORT COLLI NS MODIFICATIONS (REV 4/ 000)
and
11932 there is no corresponding adjustment
with respect to any other item of Work and
11933 if CONTRACTOR beheves that
CONTRACTOR is entitled to an increase in
Contract Price as a result of hating incurred
additional expense or OWNER believes that
OWNER is entitled to a decrease in Contract Price
and the parties are unable to agree as to the
amount of any such increase or decrease
11934 CONTRACTOR acknowleckies that
the OWNER has the right to add or delete items in
the Bid Or change quantities at OWNERS sole
discretion without affecting the ( ontract Price of
am remaining item so long as the deletion a
addmon does not exceed twenty five percent of
the onpmal total Contract Price
ARTICLE 12 CHANGE OF CONTRACT TIMES
121 The Contract Times (or lvhlestones) may only be
changed by a Change Order or a Written Amendment
Any clams for an adjustment of the Contract Times (or
Milestones) shall be based on written notice delivered by
the party making the claim to the other party and to
ENGINEER promptly (but in no event later than thirty
days) after the occurrence of the event giving rise to the
claim and stating the general nature of the claim Nonce
of the extent of the clam with supporting data shall be
delivered within sixty days after such occurrence (unless
FN(,INEER 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 m
the Contract Times (or Milestones) shall be determined by
ENGINEER in accordance with paragraphglt if
OWNER and CONTRACTOR cannot otherwise agree
No claim for an adjustment in the Contract Times (or
Milestones) will be valid if not submitted in accordance
with the requirements of this paragraph 12 1
122 All time limits stated in the Contract Dmuments
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 Times (or Milestones) will
be extended man amount equal to time lost due to such
delav it a claim is made therefor as provided in
paragraph 12 1 Delays beyond the control of
CONTRACTOR shall include but not be limited to acts
or neglect by OWNER acts or neglect of utility owners or
other contractors performing other work as contemplated
by Article? fires, floods, epidemics, abnormal weather
conditions or acts of God Delays attributable to and
within the control of a Subcontractor or Supplier shall be
deemed to be delays within the control of CONTRACTOR
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 Milestones) 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 arising out of or resulting from (t) 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 i,ontmetors perform aig other work as contemplated
by Article 7
ARTICLE 13 TESTS AND INSPECTIONS
CORRECTION REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
131 NotieeofDefects
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 tlus Article 13
Access to Work
13 2 OWNER, ENGINEER, ENGEJEERs Consultants
other representatives and personnel of OWNER
independent testing laboratories and governmental agencies
with jurisdictional interests will have access to the Work at
"RsOnso.e time for their observation, mspecnng and
testing CONTRACTOR shall provide them proper and
safe condmons for such access and advise them of
CONTRACTORS site safety procedures and programs so
that they may comply therewith as applicable
Tests and Inspections
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
134 OWNER shall employ and Fay 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 cot Bred
by paragraph 13 5 below
1342 that costs incurred in connection with tests
or inspections conducted pursuant to paragraph 13 9
EICDC GENERAL CONDITIONS 1910-3 (1990 Ecb,M)
w/ CITY OF FORT COLLPIS MODIFICATIONS (REV 4/1000)
below shall be paid as provided in said
paragraph 13 9 and
1343 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 he inspected tested or approved by an employee or
other representative of such public body CONTRACTOR
shall assume full responsibility for arranging and
Obtaining such inspections tests or approvals, pay all costs
in connection therewith, and furnish ENGINEER the
required certificates of inspection or approval
CONTRACTOR shall also be responsible for arranging
and obtaining and shall pay all costs in connection with
MY inspections, tests or approvals required for OWNERS
and ENGINEERS acceptance of materials or equipment to
be imorporated in the Work or of materials, mis designs,
or equipment submitted for approval prior 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
117 Uncovering Work as provided in paragraph 13 6
shall be at CONTRACTORS expense unless
CONTRACTOR has given ENGINEER timely nonce of
CONTRACTORS intention to cover the same and
ENGINEER has not acted with reasonable promptness in
response to such nonce
Uncovering Work
138 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 A 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, fumuhmg all necessary labor material and
equipment If it is found that such Work is defective
CONTRACTOR shall pay all clans, 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 Prue
and, if the parties are unable to agree as to the amount
thereof may make a claim therefor as provided m
Article I I If however such Work is not found to be
defective CONTRACTOR shall be allowed an increase in
the Contract Price or an extension of the Contract Times
(or Milestones) or both, direcdy attributable to such
'7
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 11 and 12
OWNER May Stop the Work
1310 If the Work is defective or CONTRACTOR falls
to supply sufficient skilled workers or suitable materials or
equipment or fails to furnish or perform the Work in such a
way that the completed Work will conform to the Contract
Documents OWNER may order CONTRACTOR to stop
the Work or any portion thereof until the cause for such
order has been eliminated however this tight of OWNER
to stop the Work shall not give rise to any duty on the part
of OWNER to exercise this right for the benefit of
CONTRACTOR or any surety or other party
Correction or Remoiml ofDefechve Work.
13 11 If required by ENGINEER CONTRACTOR shall
Promptly m directa 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 shuns, 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 12 1 If within one-year two vears 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 anv Work is found to be
defechve CONTRACTOR shall promptly without cost
to OWNER and in accordance with OWNERS written
instructions (1) correct such defective W ork, or if it has
been rejected by OWNER remove it from the site and
replace it with Work that is 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 instructiom or in an emergency where
delay would cause serious risk of loss or damage
OWNER may have the defective Work corrected or the
rejected Work removed and replaces( and all claims,
costs, losses and damages caused by or resulting from
such removal and replacement (including but not
limited to all costs of repair or replacement of work of
others) will be paid by CONTRACTOR
13 12 2 In special circumstances where a particular
item of equipment is placed in continuous senme
before Substantial Completion of all the Work the
correction period for that item may start to run trom an
earlier date if so provided in the Specifications or by
Written Amendment
13 123 Where defective Work (and damage to other
og EJCDCGENERRAL CONDMONS 191 a 8(L990 EtLmm)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4120M)
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 oae-year
two years after such correction or removal and
replacement has been satisfactorily completed
4eceplance of Defective Work
13 13 If instead of requiring correction or removal and
replacement of defective Work OWNER (and, prior to
hNGINEERs recommendation of final payment, also
ENGINEER) prefers to accept it OWNER may do so
CONTRACTOR shall pay all claims costs, losses and
damages attributable to OWNERS evaluation of and
determination to accept such defective Work (such costs to
be approved by ENGINEER as to reasonableness) If arty
such acceptance occurs prior to ENGINEERS
recommendation of final payment a Change Order ndl be
issued incorporating the necessary revisions m 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 clam therefor
as provided in Article 11 If the acceptance occurs after
such recommendation, an appropriate amount will be paid
by CONTRACTOR to OWNER
OWNER Nay Correct Defective Work
13 14 If CONTRACTOR tads 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 fads to perform the Work in accordance
with the Contract Documents or if CONTRACTOR fails
to comply with any other provision of the Contract
Documents, OWNER may after seven days written
notice to CONTRACTOR, correct and remedy any such
deficiency In exercising the rights and remedies under
this paragraph OWNER shall proceed expeditiously In
connection with such conectne and remedial action,
OWNER may exclude CONTRACTOR from all or Hurt of
the site take possession of all or part of the Work and
suspend CONTRACTORS services related thereto take
possession of CONTRACTORS tools appliances,
construction equipment and machinery at the site and
incorporate in the Work all materials and equipment
stored at the site or for which OWNER has Hurd
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
clans 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 clams 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
Milestones) 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 Ialues
141 The schedule of values established as provided in
paragraph 2 9 will serve as the basis for progress payments
and will be incorporated into a form of Application for
Payment acceptable to ENGINEER Progress payments on
account of Unit Price Work will be based on the number of
units completed
Application for Progress Payment
142 At least twenty days before the date established for
each progress payment (but not more often than once a
month) CONTRACTOR shall submit to ENGINEER for
review an Application for Payment filled out and signed by
CONTRACTOR covering the Work completed as of the
date of the Application and accompamed by such
supporting documentation as is required by the Contract
Documents If pavment 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 therein, all of which will be
satisfactory to OWNER The amount of retamage with
respect to progress payments will be as stipulated in the
Agreement Any funds that are withheld by the OWNER
shall not be subject to substitution by the CONTRACTOR
with securities or any arrangements involving an escrow m
custodianshrp By executuig the application for payment
form the CONTRACTOR expressly waives his right to the
beriefils of Colomdo Revised StatutesSection 24 91 101
et Sep
CONTRACTOR s Warranty of Title
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
Review ofApphenhons for Progress Payment
144 ENGINEER will, within ten days after receipt of
each Application for Payment either indicate in writing a
EJCDC GENERAL CONDITIONS 1910-8 (1990 EAtim)
w CITY OFFORTCOLLINSMODIFICAnONSOR V42000)
recommendation of payment and present the Application
in OWNER or return the Application to CONTRACTOR
indicating in writing ENGINEER s reasons for refusing to
recommend payment In the latter case CONTRACTOR
may make the necessary corrections and resubmit the
Application Ten days after presentation of the
Application for Payment to OWNER with 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 Apphmtion for Payment will constitute a
representation by ENGINEER to OWNER Eased 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
ENGINEERS knowledge information and belief
145 t 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 quanuties and
classifications for Unit Price Work under
Paragraph 9 10 and to any other qualifications stated
mtherecommendahon) and
14 5 3 the conditions precedent to
CONTRACTORS being entitled to such payment
appear to have been fulfilled insofar as it Is
ENGINEER s responsibility to observe the Work
However by recommending any such payment
ENGINEER will not thereby be deemed to have
represented that W exhaustive or continuous on site
mspections 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 pavment,
including final payment, shall not mean that ENGINEER
is 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 Work, or for any failure of
CONTRACTOR to perform or famish 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
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 ENGINEERS opinion to protect OWNER
from loss because
1471 the Work is defective or completed Work has
been damaged requirmg correction or replacement,
1472 the Contract Price has been reduced by
Written Amendment or Change Order
14 7 3 OWNER has been required to correct
defective Work or complete Work in accordance with
paragraph 13 14 or
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
147) clamis have been made against OWNER can
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,
1477 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 must give CONTRACTOR immediate
written notice (with a copy to ENGINEER) stating the
reasons for such action and promptly pay CONTRACTOR
the meant so withheld, or any adjustment thereto agreed
to by OWNER and CONTRACTOR when
CONTRACTOR corrects to OWNERS satisfaction the
reasons for such action
Substantial Completion
148 When CONTRACTOR considers the emue W ork
ready for its intended use CONTRACTOR shall notify
OWNER and ENGINEER in writing that the entire Work
is substantially complete (except for items speafically
fisted 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 EJCDCGENEItALCONDITIONS 1910-8(/990Ebt,m)
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 final payment. OWNER shall have seven
days after receipt of the tentative certificate during which
to make written objection to ENGINEER as to any
provisions of the certificate or attached list If after
considering such objections, ENGINEER concludes that
the Work is not substantially complete ENGINEER will
within fourteen days after submission of the tentative
certificate to OWNER notify CONTRACTOR in writing
stating the reasons therefor If after consideration of
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 believes justified after
consideration of any objections from OWNER At the
time of delivery of the tentative certificate of Substantial
Completion ENGINEER will deliver to OWNER and
(ONTRACTOR a written recommendation as to division
of responsibilities pending final payment between
OWNER and CONTRACTOR with respect to security
operation, safety maintenance heat, utilities, insurance
and warranties and guarantees Unless OWNER and
( ONTRACTOR agree otherwise in writing and so inform
ENGINEER in writing prior to ENGINEERS issuing the
definitive certificate of Substantial Completion
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 Uhhlghon
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
([)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 in wntmg to permit OWNER to use
any such Fart of the Work which OWNER believes to
be ready for its intended use and substantially
complete If CONTRACTOR agrees that such Fart 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
CONTRACT DOCUMENTS TABLE OF CONTENTS
Section Pages
BID INFORMATION
00020
Notice Inviting Bids
00020-1 - 00020-2
00100
Instruction to Bidders
00100-1 - 00100-9
00300
Bid Form
00300-1 - 00300-3
00400
Supplements to Bid Forms
00400-1
00410
Bid Bond
00410-1 - 00410-2
00420
Statements of Bidders Qualifications
00420-1 - 00420-3
00430
Schedule of Major Subcontractors
00430-1
CONTRACT DOCUMENTS
00500 Agreement Forms 00500-1
00510 Notice of Award 00510-0
00520 Agreement 00520-1 - 00520-6
00530 Notice to Proceed 00530-1
00600
Bonds and Certificates
00600-1
00610
Performance Bond
00610-1 - 00610-2
00615
Payment Bond
00615-1 - 00615-2
00630
Certificate of Insurance
00630-1
00635
Certificate of Substantial Completion
00635-1
00640
Certificate of Final Acceptance
00640-1
00650
Lien Waiver Release(Contractor)
00650-1 - 00650-2
00660
Consent of Surety
00660-1
00670
Application for Exemption Certificate
00670-1 - 00670-2
CONDITIONS OF THE CONTRACT
00700 General Conditions 00700-1 - 00700-34
Exhibit GC -A GC -Al - GC-A2
00800 Supplementary Conditions 00800-1 - 00800-2
00900 Addenda Modifications and Payment 00900-1
00950 Contract Change Order 00950-1 - 00950-2
00960 Application for Payment 00960-1 - 00960-4
SPECIFICATIONS
SOILS REPORT
CONTRAC FOR at any time may notify OWNER and
ENGINEER in writing that CONTRACTOR considers
any such part of the Work ready for its intended use
and substantially complete and request ENGINEER to
issue a certificate of Substantial Completion for that
Part of the Work Within a reasonable time after either
such request, OWNER, CONTRACTOR and
ENGINEER shall make an inspection of that part of
the Work to determine its status of completion If
ENGINEER does not consider that part of the Work to
be substantially complete ENGINEER will notify
OWNER and CONTRACTOR in w,bng giving the
reasons therefor If ENGINEER considers that Fart 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
14 102 No occupancy or separate operation of part
of the Work will be accomplished prior to compliance
with the requirements of paragraph 5 15 in respect of
property insurance
Final Inspection
1411 Upon written notice from CONTRACTOR that the
enure Work or an agreed portion thereof is complete
ENGINEER will make a final inspection with OWNER
and CONTRACTOR and will notify CONTRACTOR in
writing of all particulars in which this inspection reveals
that the Work is incomplete or defective CONTRACTOR
shall immediately take such measures as are necessary N
complete such work or remedy such defictenmes
Final Application 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
tnspectioq marked up record documents (as provided in
paragmph619) 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 msurance required by subparagraph 5 4 13
(u) consent of the surety If any to final payment and
(tit) complete and legally effective releases or waivers
(satisfactory to OWNER) of all Liens arising out of or filed
in connection with the Work In lieu of such releases or
waivers of Liens and as approved by OWNER
CONTRACTOR may furnish receipts or releases in full
and affidavit of CONTRACTOR that (I) the releases and
receipts include all labor services, material and equipment
for which a Lien could be filed, and (it) all payrolls
material and equipment bills, and other indebtedness
cormected with the Work for which OWNER or OWNERS
Property might many way be responsible have been paid or
otherwise satisfied It any Subcontractor or Supplier fails
E1CDC GENERAL CONDITIONS 19104 (1990 Editiml
w CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000)
to furnish such a release or receipt in full
CONTRACTOR may fur nish a Bond or other collateral
satisfactory to OWNER to indemnify OWNER agamst
any Lien Releases or waivers of liens and the consent of
the surely to fmaltze pament are to be submitted on
forms conformm io the format of the OWNERS standard
forms bound in the Project manual
Final Payment and Acceptance
14 13 If on the basis of ENGTNEERs 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 final 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 Appllcatlon to
CONTRACTOR indicating in writing the reasons for
refusing to recommend final payment in which case
CONTRACTOR shall make the necessary corrections and
resubmit the Application Thine 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 is significantly delayed and if
ENGINEER so confirms OWNER shall upon receipt 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 Work not
fully completed or corrected is less than the remmage
stipulated in the Agreement, and if Bonds have been
furnished as required in paragraph 5 1 the written consent
of the surety to the payment of the balance due for that
portion of the Work fully completed and accepted shall be
submitted by CONTRACTOR to ENGINEER with the
Application for such payment Such payment shall be
made under the terms and conditions governing final
Payment, except that it shall not constitute a waiver of
claims
Wmver ofClmms
1415 The making and acceptance of final payment will
constitute
1415 1 a waiver of all claims by OWNER against
CONTRACTOR, except clams ansmg from
unsettled Liens from defective Work appearing after
31
final inspection pursuant to paragraph 14 11 from
failure to comply with the Contract Documents or the
terms of any special guarantees specified therein or
from CONTRACTORS continuing obligations under
the Contract Documents and
14 15 2 A waiver of all clams 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 Tunes, or both, directly
attributable to any such suspension if CONTRACTOR
makes an approved clam therefor as provided in
Articles l l and 12
OWNER May Termynate
152 Upon the occurrence of any one or more of the
following es ents
1',2 1 if CONTRACTOR persistently finis to perform
the Work in accordance with the Contract Documents
(including but not limited to, Failure to supply sufficient
skilled workers or suitable materials or equipment or
failure to adhere to the progress schedule established
under paragraph29 as adjusted from unle to time
pursuant to paragraph 6 6)
U 2 2 if CONTRACTOR disregards Laws or
Regulations of any public body having jurisdiction,
I � 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 termma[e the services
of CONTRACTOR, exclude CONTRACTOR from the site
and take possession of the W ork and of all
CONTRACTORS toots, appliances, construction
equipment and machinery at the site and use the same to
the full extent they could be used by CONTRACTOR
(without lability to CONTRACTOR for trespass or
conversion) incorporate in the Work all materials and
equipment stored at the site or for which OWNER has paid
32 EICDC GENERAL CONDITIONS 1910-8(19908anm)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4120001
CONTRACTOR but which are stored elsewhere and
finish the Work as OWNER may deem expedient In such
case CONTRACTOR shall not be entitled to receive any
further payment until the Work is finished If the unpaid
balance of the Contract Price exceeds all clams costs,
losses and damages sustained by OWNER arumg out of
or resulting from completing the Work such excess will be
paid to CONTRACTOR If such clamps, costs, losses and
damages exceed such unpaid balance CONTRACTOR
shall pay the difference to OWNER Such clamps, costs,
losses and damages incurred by OWNER will be reviewed
by ENGINEER as to they reasonableness and when so
approved by ENGINEER incorporated in a Charge Order
provided that when exercising any rights or remedies
under this paragraph OWNER shall not be required to
obtain the lowest price toy 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
a crue 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 or
remedy of OWNER, elect to terminate the Agreement In
such case CONTRACTOR shall be paid (without
duplication of any Items)
1 S 4 1 for completed and acceptable W ork exa,uted
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
furnishing labor materials or equipment as required
by the Contract Documents in connection with
uncompleted Work, plus fay and reasonable sums for
overhead and profit on such expenses
U 4 3 for all claims, costs, losses and damages
incurred in settlement of terminated contracts with
Subcontractors, Suppliers and others and
h 4 4 for reasonable expenses directly attributable
to termination
CONTRACTOR shall not be paid on account of loss of
anticipated profits or revenue or other economic loss
ansing out of or resulting from such termination
CONTRACTOR May Stop Work or Ternunate
15 > 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 submitted or
OWNER fads for thirty, days to pay CONTRACTOR any
sum finally determined to be due than CONTRACTOR
may upon seven days written notice to OWNER and
ENGINEER, and provided OWNER or ENGINEER do not
remedy such suspension or failure within that time
terminate the Agreement and recover from OWNER
payment on the same terms as provided in paragraph 15 4
In lieu of terminating the Agreement and without prejudice
to any other right or remedy if ENGINEER has faded to
act on an Application for Payment within thirty days after it
is submitted, a 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 eta"
under Articles I l and 12 for an increase in Contract Price
or Contract Times or otherwise for expenses or damage
duecdy attributable to CONTRACTORS stopping Work as
permitted by this paragraph
ARTICLE 16—DISPUTE RESOLUTION
If and to the extent that OWNER and CONTRACTOR
have agreed on the method and procedure for resolving
disputes between them that may anse under this
Agreement such dispute resolution method and procedure
if any shall be as set forth in Exhibits CA, 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 exercise such
rights or remedies as either may otherwise have under the
Contract Documents or by Laws or Regulations in respect
of any dispute
ARTICLE 17—MISCELLANEOUS
Giwng Nohce
171 Whenever any provision of the Contract
Documents requires the giving of written notice it will be
deemed to have been validly given if delivered in person to
the individual or to a member of the firm or to an officer of
the corporation for whom it is Intended, or if delivered at or
Sent by registered or certified marl, postage prepaid, to the
last business address known to the giver of the notice
172 Computation of Time
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 falls on a
Saturday or Sunday or on a day made a legal holiday
by the law of the applicable jurisdiction such day will
be omitted from the computation
E]CD(' GENERAL CONDITIONS t910-8 (1990 EAn®)
w! CITY OF FORT COLLINS MODIFICATIONS (REV 412000)
17 2 2 A calendar day of twenty four hours measured
from midnight to the next midnight will constitute a
day
Nonce of Claus
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 claim will be made in writing
to the other party within d 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 lim rmtions or repose Cumulative Remedies
174 The duties and obligations apposed by these
General Conditions and the rights and remedies available
hereunder to the parties hereto and in particular but
without limitation the warranties guarantees and
obligations unposed upon CONTRACTOR by
paragmphs612 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 are in addition
to and are not to be construed in any way as a limitation
of any rights and remedies available to any or all of them
which are otherwise imposed or available by Laws or
Regulations by special warranty or guarantee or by other
provisions of the Contract Documents and the provisions
of this paragraph will be as effective as if repeated
specifically n the Contract Documents inoormectlon with
each particular duty obligation right and remedy to which
they apply
Professional 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 oharges of engmeers, architects,
attorneys and other professionals and all court or
arbitration or other dispute resolution costs
176 The laws of the Slate of Colorado apply to this
A¢reemen[ Reference to two pertinent Colorado statutes
aze as follows
1762 If a claim is filed OWNER is required by
law (CRS 35 26 1071 to withhold from all payments to
CONTRACTOR sufficient funds to Insure the
payment of all clans for labor materials team hue
sustenance, provisions, provender, or other suDDheS
used or consumed by CONTRACTOR or his
33
34 EJCDC GENERAL CONDITIONS 19104(1990EdNm)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 62000)
(This page left blank tntenthonally )
EIDDC GENERAL CONDMONS 1910-8 (1990 Emnan) 35
wi CITY OF FORT COLLINS MODIFICATIONS (REV 4R000)
36 EICDCOENERA CONDITIONS 19109(19WEdM.)
w/ CITY OF FORT COUINS 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 slid CONTRACTOR is
amended to include the following agreement of the parties
161 All clamis, disputes and other matters in
question between OWNER and CONTRACTOR arising
out of or relating to the Contract Documents or the breach
thereof (except for claims which have been waived by the
making or acceptance of final payment as provided by
paragraph 14 15) will be decided by arbitration in
accordance with the Construction Industry Arbitration
Rules of the American Arbitration Association then
Obtaining subject to the limitations of the Article 16 This
agreement so to arbitrate and any other agreement or
consent to arbitrate entered into in accordance herewith as
provided in this Article 16 will be specifically enforceable
under the prevailing law of any court havrg jurisdiction
162 No demand for arbitration of any claim dispute
or other matter that is required to be referred to
ENGINEER initially for decision in accordance with
paragraph 9 11 will be made until the earlier of (a) the date
on which ENGINEER has rendered a written decision or
(b) the thirty first day after the 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 clan dispute or other matter will
be made later than thirty days after the date on which
ENGINEER has rendered a written decision in respect
thereof in accordance with paragraph 9 11 and the failure
to demand arbitration within said thirty days period will
result in ENGINEERS decision being final and binding
upon OWNER and CONTRACTOR If ENGINEER
renders a decision after arbitration proceedings have been
mutated, 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 making such demand has
delivered written nonce 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 claim dispute
or other matter in question has arisen and in no event shall
any such demand be made after the date when institution of
legal or equitable proceedings based on such clam dispute
or other matter in question would be barred by the
applicable statute of lunitauons
EJCDC GENERAL CONDITIONS 1910 8 (1990 Editim)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99)
164 Except as provided in paragraph 165 below
no arbitrabon arcing 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 a not a party to this contract unless
16 4 1 the inclusion of such other person or entity Is
necessary if complete relief is to be afforded among
those who are already parties to the arbitration and
1642 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
1643 the written consent of the other person or
entity sought to be included and of OWNER and
CONTRACTOR has been obtained for such mclusim
which consent shall make specific reference to this
paragraph but no such consent shall constitute consent
to arbitration of any dispute not specifically dewnbed
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 quesuon between OWNER and
CONTRACTOR involves the Work of a Subcontractor
either OWNER or CONTRACTOR may join such
Subcontractor as a party to the arbitration between OWNER
and CONTRACTOR hereunder CONTRACTOR shall
include in all subcontracts required by paragraph 6 11 a
specific provision whereby the Subcontractor consents to
being joined in an arbitration between OWNER and
CONTRACTOR involving the Work of such
Subcontractor Nothing in this paragraph 16 5 nor in the
provision of such subcontract consenting to joinder shall
create any claim right or cause of action in favor of
Subcontractor and against OWNER, ENGINEER or
ENGINEER s Consultants that does not otherwise exist
166 The award rendered by the arbitrators will be
final judgment may be entered upon it many 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 claims,
counterclaims, disputes and other matters in question
between them arising out of or relating to the Contract
Documents or the breach thereof ( disputes ) to mediation
by the American Arbitration Association under the
Construction Industry Mediation Rules of the American
Arbitration Association prior to either of them Initiating
against the other a demand for arbitration pursuant to
paragraphs 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 arbitration as provided in paragraphs
16 2 and 16 3 above shall be suspended with respect to a
dispute submitted to mediation within those same
applicable time limits and shall remain suspended until ten
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
GC Al
EJCDC GENERAL CONDITIONS 1910 8 (1990 EAtim)
w CITY OF FORT COLLINS MODIFICATIONS (REV 9/94)
GC Al
SE
SECTION 00800
SUPPLEMENTARY CONDITIONS
SECTION 00800
SUPPLEMENTARY CONDITIONS
Conditions of the Contract
These Supplementary Conditions amend or supplement the General Conditions of
the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with
City of Fort Collins modifications) and other provisions of the Contract
Documents as indicated below
SC-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
Subgrade Investigation
Horsetooth and Ziegler Roads Roundabout
Fort Collins, Colorado
CTL Thompson, Project FC04210-135 November 13 2007
Contractor may rely upon the accuracy of the technical data
contained in the geotechnical 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
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
Revco/20/07 Section 00800 Page 1
SECTION 00020
INVITATION TO BID
Rev 10/20/07 Section 00020 Page 2
5 4 1 and 5 4 2
Coverage A - Statutory Limits
Coverage B - $100,000/$100,000/$500,000
5 4 3 and 5 4 5 Commercial General Liability policy will have limits of
$1,000,000 combined single limits (CSL) This policy will include
coverage for Explosion, Collapse, and Underground coverage unless waived
by the Owner
5 4 6The Comprehensive Automobile Liability Insurance policy will have
limits of $1,000,000 combined single limits (CSL)
5 4 9This policy will include completed operations coverage/product
liability coverage with limits of $1,000,000 combined single limits
(CSL)
Rev 10/20/07 Section 00800 Page 2
SECTION 00900
ADDENDA, MODIFICATIONS AND PAYMENT
00950Contract 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
uhiUiNAL 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
NUMBER
1
2
3
nnacn
APPLICATION FOR PAYMENT PAGE 1 OF 4
OWNER City of Fort Collins PROJECT APPLICATION NUMBER
APPLICATION DATE
PERIOD BEGINNING
ENGINEER CONTRACTOR PERIOD ENDING
PROJECT NUMBER
CHANGE ORDERS Application is made for Payment as shown below in connection with Contract
DATE
Net Change by Change Order
AMOUNT
$0 00
The present status of the account for this Contract is as
follows
Original Contract Amount
Net Change by Change Order
Current contract Amount
Total Completed and Stored to Date
Less Previous Applications
Amount Due this Application Before Retainage
Less Retamage
AMOUNT DUE THIS APPLICATION
CERTIFICATION
The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with
the Work have been satisfied as required in Paragraph 14 3 of the General Conditions of the Contract
The above Amount Due This Application is requested by the
CONTRACTOR
Date
By
Payment of the above Amount Due This Application is recommended by the ENGINEER
Date
By
Payment of the above Amount Due This Application has been reviewed by the OWNER S Protect Manager
Date
By
Payment of the above Amount Due This Application is approved by the OWNER
Jeczion UUybU rage 1
$0 00
$0 00
$0 00
APPLICATION FOR
CONTRACT AMOUNTS
PAYMENT
PAGE 2 OF 4
Work
Work
Work
Completed
Completed
Completed
Stored
This
Previous
To
Bid
Month
Periods
Date
Materials
Total
Item
This
Earned Percent
Unit
Number Description Quantity Units Price Amount
Qty
Amount
Qty Amount
Qty
Amount
Period
To Date Billed
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
TOTALS $0 00
$0 00
$0 00
$0 00
$0 00
Section 00960 Page 2
CHANGE ORDERS
Bid
Item
Unit
Number Description Quantity Units Price
Amount
APPLICATION FOR PAYMENT
Work Work
Work Completed Completed Completed
This Previous To
Month Periods Date
Qty Amount Qty Amount Qty Amount
Stored
Materials
This
Period
PAGE 3 OF 4
Total
Earned Percent
To
Date Billed
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
TOTALS CHANGE ORDERS
$0 00
$0 00
$0 00
$0 00
$0 00
PROJECT TOTALS
$0 00
$0 00
$0 00
$0 00
$0 00
Section 00960 Page 3
STORED MATERIALS
SUMMARY
On Hand Received Installed
Item Invoice Previous This This
Number Number Description Application Period Period
PAGE 4 OF 4
On Hand
This
Application
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
TOTALS $0 00 $0 00
$0 00 $0 00
Section 00960 Page 4
Horsetooth Road & 7eegler Road Roundabout Date January 2008
HORSETOOTH ROAD AND ZIEGLER ROAD
ROUNDABOUT CONSTRUCTION
The Engineers Joint Contract Documents Committee General Conditions govern the construction of this contract
The following General Requirements supplement these General Conditions
PROJECT GENERAL REQUIREMENTS
TABLE OF CONTENTS
SECTION
PAGE
01010
SUMMARY OF WORK
General Reqs
2 3
01040
COORDINATION
General Reqs
4 5
01310
CONSTRUCTION SCHEDULES
General Reqs
6 7
01330
SURVEY DATA — (Contractor Supplied)
General Reqs
8
01340
SHOP DRAWINGS
General Reqs
9 11
01410
TESTING
General Reqs
12 13
01510
TEMPORARY UTILIITIES
General Reqs
14
01560
TEMPORARY CONTROL
General Reqs
15 16
01570
TREE PROTECTION
General Reqs
17 18
01580
TRAFFIC REGULATION — (Contractor Supplied)
General Reqs
19 20
01700
CONTRACT CLOSEOUT
General Reqs
21
01711
SITE CLEANUP
General Reqs
22
01720
PROJECT RECORD DOCUMENTS
General Reqs
23
General Reqs 1
Horsetooth Road & Ziegler Road Roundabout
SECTION 01010
SUMMARY OF WORK
11 DESCRIPTION OF WORK
A The Work shall consist of the construction of the outlined improvements
BID NO
Date January 2008
Horsetooth Road Improvements to Horsetooth Road consist of removal of existing asphalt
surfacing and concrete curb & gutter various utility adjustments necessary excavation and
embankment placement installation of new asphalt surface curb & gutter median cover crosswalks
and various appurtenances associated with the roadway construction
Ziegler Road Improvements to Ziegler Road consist of removal of existing asphalt surfacing
concrete curb & gutter existing trees existing fence various utility adjustments necessary
excavation and embankment placement installation of concrete curb & gutter new asphalt surfacing
construction of new asphalt driveways and concrete driveway approaches and various appurtenances
associated with the roadway construction
Roundabout Construction Improvements related to the roundabout construction consist of
construction of concrete curb & gutter concrete pavement colored concrete truck apron median
covers and various appurtenances associated with the roundabout construction
B Protection and Restoration
1 The Contractor shall replace to equal or better conditions all items removed and replaced or damaged
during construction
2 The Contractor shall restore all areas disturbed to match surrounding surface conditions
3 The Owner s 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
General Reqs 2
Horsetooth Road & Ziegler Road Roundabout
UTILITIES
Water
Storm Sewer
Sanitary Sewer
Electric
Gas/Electric
Telephone
Traffic Operations
Cable Television
PRPA
City of Fort Collins
Fort Collins Loveland Water District
City of Fort Collins Colorado
City of Fort Collins
City of Fort Collins
Xcel Energies
Qwest Communications
City of Ft Collins Colorado
Comcast Cable
PRPA
*Utility Locates Colorado Utility Notification Center
AGENCIES
Occupational Safety & Health Administration (OSHA)
Date January 2008
221 6700
2263104
221 6700
221 6700
221 6700
2257847
3776411
221 6630
4847166
229 5222
1 800 922 1987
8443061
Poudre Fire Authority Non Emergency 221 6581 Emergency 911
City of Fort Collins Police Department Non Emergency 221 6550 Emergency 911
Lanmer County ShenfPs Department Non Emergency 221 7177 Emergency 911
Postmaster US Postal Service Bill Adams 2254111
Ambulance Poudre Valley Hospital Non Emergency 484 1227 Emergency 911
Transportation Transfort 2216620
Traffic Engineering 221 6630
END OF SECTION
General Reqs 3
SECTION 00020
INVITATION TO BID
Date January 30, 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 February 25, 2008, for the Horsetooth-Ziegler Roundabout and Ziegler Road
Improvements BID NO 6082 If delivered, they are to be delivered to 215
North Mason Street, 2°d Floor, Fort Collins, Colorado, 80524 If mailed, the
mailing address is P 0 Box 580, Fort Collins, CO 80522-0580
At said place and time, and promptly thereafter, all Bids that have been duly
received will be publicly opened and read aloud
The Contract Documents provide for the construction of Bid 6082 Horsetooth-
Ziegler Roundabout and Ziegler Road Improvements
Horsetooth Road Improvements to Horsetooth Road consist of removal of
existing asphalt surfacing and concrete curb & gutter, various utility
adjustments, necessary excavation and embankment placement, installation of
new asphalt surface, curb & gutter, median cover, crosswalks, and various
appurtenances associated with the roadway construction
Ziegler Road Improvements to Ziegler Road consist of removal of existing
asphalt surfacing, concrete curb & gutter, existing trees, existing fence,
various utility adjustments, necessary excavation and embankment placement,
installation of concrete curb & gutter, new asphalt surfacing, construction of
new asphalt driveways and concrete driveway approaches, and various
appurtenances associated with the roadway construction
Roundabout Construction Improvements related to the roundabout construction
consist of construction of concrete curb & gutter, concrete pavement, colored
concrete truck apron, median covers, and various appurtenances associated with
the roundabout construction
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 January 30, 2008
A prebid conference and job walk with representatives of prospective Bidders
will be held at 1 30 P M , on February 14, 2008, at 281 N College Conference
Room 1A, Fort Collins
Prospective Bidders are invited to present their questions relative to this
Bid proposal at this meeting
Rev 10/20/07 Section 00020 Page 1
Horsetooth Road & Ziegler Road Roundabout
SECTION 01040
COORDINATION
1 1 GENERAL CONTRACTOR RESPONSIBILITIES
Date January 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
B Conform to the requirements of public utilities and concerned public agencies in respect to the timing and
manner of performance of operations which affect the service of such utilities agencies or public safety
C Coordinate operations under contract with utility work to allow for efficient completion of the Work
D Coordinate all operations with the adjoining property owners business owners and surrounding
neighborhoods to provide satisfactory access at all times and keep them informed at all times
E Keep traffic areas and temporary residential accesses free of excavated material construction equipment
pipe and other material and equipment
F Keep fire hydrants and utility control valves free from obstruction and available for use at all times
G Conduct operations in a manner to avoid unnecessary interference with public and private roads and drives
H Provide and maintain temporary approaches or crossings at streets and residences
12 SCHEDULE AND MILESTONES
The Contractor shall submit a detailed project schedule showing milestones and the critical path for The
Horsetooth Road and Ziegler Road Roundabout This schedule shall be agreed to by both the Owner and
Contractor The Contractor shall provide a current schedule at each week s project coordination meeting
showing the critical path for the project and any obstacles that will prevent the project from meeting the
required completion date
Significant Milestone July 1, 2008
The following improvements must be completed prior to July 1 2008
A The roundabout and the improvements along Ziegler Road and Horsetooth Roads shall be fully
open for use by the public Items that must be complete before these items are open to the public
include final concrete curb & gutter in place concrete and asphalt surfaces complete in place (all
lifts) sidewalks and pedestrian ramps median covers crosswalks and pedestrian refuge islands
complete in place signage and stnpmg complete in place all utility adjustments in the roadway
complete in place and any other necessary items inside the roadway necessary to make the
roundabout usable by the public
The progress schedule shall be monitored closely during construction and may be updated by written
agreement of the parties as changes occur in the project progress If the milestones are not met the Owner
may utilize the remedies provided in paragraph 15 6 of the Supplementary Conditions as well as any other
remedy provided by the Contract Documents or provided by law or equity The Owner may also assess
liquidated damages as outlined in Article 3 Section 3 2 of the Agreement
General Reqs 4
Horsetooth Road & Ziegler Road Roundabout
13 CONFERENCES
Date January 2008
A A Pre construction Conference will be held prior to the start of construction
I The Contractor shall participate in the conference accompanied by all major Subcontractors
2 The Contractor shall designate/introduce Superintendent and major Subcontractors supervisors and
key personnel assigned to project
3 The Contractor shall submit in writing proposed daily construction hours to Engineer for approval
4 The Contractor shall designate all access roads and staging and areas in witting to the Engineer for
approval
5 The Engineer shall invite all utility and irrigation companies involved
6 The Utilities will be asked to designate their coordination person provide utility plans and their
anticipated schedules
7 The Engineer shall introduce the Project Representatives
B Additional project coordination conferences will be held prior to start of construction for coordination of
the Work refining project schedules and utility coordination
C The Engineer may hold coordination conferences to be attended by all parties involved when the
Contractor's operations affect or are affected by the work of others
1 Contractor shall participate in such conferences accompanied by Subcontractors as required by the
Engineer
14 PROGRESS MEETINGS
A The Contractor and Owner shall schedule and hold regular progress meetings at least weekly and at other
times as requested by the Owner or required by the progress of the Work
B Attendance shall include
1 Contractor Superintendent and other key personnel
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 Engineers 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
General Reqs 5
Horsetooth Road & Ziegler Road Roundabout
END OF SECTION
SECTION 01310
CONSTRUCTION SCHEDULES
11 GENERAL
Date January 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 Owners acceptance of the Construction Progress Schedule and
Report of delivery of equipment and materials
12 FORMAT AND SUBMISSIONS
A Prepare construction and procure schedules in a graphic format suitable for displaying scheduled and actual
progress
B Submit two copies of each schedule to Owner for review
1 Owner will return one copy to Contractor with revisions suggested or necessary for coordination of the
Work with the needs of Owner or others
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
or 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
15 OWNER'S RESPONSIBILITY
A Owners review is only for the purpose of checking conformity with the Contract Documents and assisting
General Reqs 6
Horsetooth Road & Ziegler Road Roundabout Date January 2008
the Contractor in coordinating the Work with the needs of the Project
B It is not to be construed as relieving Contractor from any responsibility to determine the means methods
techniques sequences and procedures of construction as provided in the General Conditions
END OF SECTION
General Reqs - 7
Horsetooth Road & Ziegler Road Roundabout
SECTION 01330
SURVEY DATA
11 SURVEY REQUIREMENTS
Date January 2008
A The Owner will not provide the construction surveying for the Project The Contractor shall provide all
survey staking necessary to construct the Project in conformance with the Drawings
B The Owner will make the projects CAD drawings available to the Contractor upon request
C The Contractor shall provide as constructed information to the Owner in an AutoCAD compatible format
prior to final completion being issued
END OF SECTION
General Retls 8
Horsetooth Road & Ziegler Road Roundabout
SECTION 01340
SHOP DRAWINGS
11 GENERAL
Date January 2008
A Submit Shop Drawings Samples and other submittals as required by individual specification sections
i The Engineer will not accept Shop Drawings or other submittals from anyone but the Contractor
B Schedule Reference Section 01310 Construction Schedules Submittals received by the Engineer prior to
the time set forth in the approved schedule will be reviewed at any time convenient to the Engineer before
the time required by the schedule
C Any need for more than one resubmission or any other delay in obtaining the 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 subnittals 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 Engineer's submittal review stamp are defined as follows
1 NO EXCEPTION TAKEN
Signifies material or equipment represented by the submittal conforms to the design concept complies with
the information given in the Contract Documents and is acceptable for incorporation in the Work
Contractor is to proceed with fabrication or procurement of the items and with related work Copies of the
submittal are to be transmitted for final distribution
2 REVISE AS NOTED
Signifies material or equipment represented by the submittal conforms to the design concept complies with
the information given in the Contract Documents and is acceptable for incorporation in the Work in
accordance with Engineer's notations Contractor is to proceed with the Work in accordance with
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
General Reqs - 9
Horsetooth Road & 7regier Road Roundabout
Date January 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
submittal The Contractor must resubmit an updated Submittal Register with each application for progress
payment A format of the Submittal Register is provided below Contractor should reproduce this format
(or an approved alternate) for this register
B Instructions for Completing the Submittal Register
Column 1 References specification section and paragraph in which submittal is requested This will be
done for each item of equipment or material
Column 2 Describe types of submittal required 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 marling date of the antral 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 determine that the materials and equipment conform to the design concept and
comply with the intent of the Contract Documents
b For the proper erection installation and maintenance of the materials and equipment which
Engineer will review for general information but not for substance
c For Engineer to determine what supports anchorages structural details connections and services
are required for materials and equipment and the effect on contiguous or related structures
materials and equipment
6 Complete dimensions clearances required design criteria materials of construction and the like to
enable Engineer to review the information effectively
B Manufacturers 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
General Reqs 10
Horwtooth Road & Ziegler Road Roundabout
Date January 2008
Present in a clear and thorough manner
Minimum sheet size 8 1/2 x I
Clearly mark each copy to identify pertinent products and models
Individually annotate standard drawings which are furnished cross out items that do not apply
describe exactly which parts of the drawing apply to the equipment being famished
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 schedule or room numbers shown in the Contract
Documents
f Deviations from Contract Documents
g Revisions on resubmittals
h Contractors stamp initialed or signed certifying the review of submittal venfication 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 Three (3) copies minimum
15 RESUBMISSION REQUIREMENTS
two (2) copies which will be retained by Engineer
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
D Shop Drawings
1 Include additional drawings that may be required to show essential details of any changes proposed by
Contractor along with required wiring and piping layouts
END OF SECTION
General Reqs 11
Horsetooth Road & Ziegler Road Roundabout Date January 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 may be sampled either prior to shipment or after being received at the site of the work
C Tests shall be made by an accredited testing laboratory selected by the Owner Except as otherwise
provided sampling and testing of all materials and the laboratory methods and testing equipment shall be in
accordance with the latest standards and tentative methods of the American Society for Testing Materials
(ASTM)
D Where additional or specified information concerning testing methods sample sizes etc is required such
information is included under the applicable sections of the Specifications Any modification of or
elaboration on these test procedures (which may be included for specific materials under their respective
sections in the Specifications) shall take precedence over these procedures
12 OWNER'S RESPONSIBILITIES
A Owner shall be responsible for and shall pay all costs in connection with testing for the following
1 Soil tests except those called for under Submittals thereof
2 Tests not called for by the Specifications of materials delivered to the site but deemed necessary by
Owner
3 Concrete tests except those called for under Submittals thereof
4 Asphalt tests except those called for under Submittals thereof
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 and shall pay all costs in connection with testing required for the following
1 All performance and field testing specifically called for by the specifications
2 All re testing for Work or materials found defective or unsatisfactory including tests covered under
section 1 2 above
3 All minimum call out charges or stand by time charges from the tester due to the 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 This control shall be established for all construction except where the Contract
General Reqs 12
Horsetooth Road & Ziegler Road Roundabout
Date January 2008
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
sections of these Specifications
B Superintendence The Contractor SHALL employ a full time Superintendent to monitor and coordinate
all facets of the Work Superintendent shall be on site when any work is in progress including weekend
work The Superintendent shall have adequate experience to perform the duties of Superintendent
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 Document inspections and tests as required by each section of the
Specifications Provide copies to the Engineer weekly
END OF SECTION
SECTION 01510
TEMPORARY UTILITIES
11 UTILITIES
A Furnish all utilities necessary for construction
B The Contractor will be responsible for furnishing water in reasonable amounts for execution of the
General Reqs 13
The Contract Documents and Construction Drawings may be examined online at
1 City of Fort Collins BuySpeed https //secure2 fcgov com/b30/login asp
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
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
Horsetooth Road & Ziegler Road Roundabout
Date January 2008
work The Contractor shall coordinate and schedule with the Owners Field Representative for the City of
Fort Collins to select the appropriate fire hydrant and set the hydrant meter
C Make arrangements with Owner as to the amount of water required and time when water will be needed
1 Owner will fix the place time rate and duration of each withdrawal from the distribution system
2 Unnecessary waste of water will not be tolerated
D Furnish necessary water trucks pipes hoses nozzles and tools and perform all necessary labor
1 Only Owner shall operate existing valves and hydrants
12 SANITARY FACILITIES
A Contractor shall famish temporary sanitary facilities at each site for the needs of construction workers and
others performing work or furnishing services on the Project Furnish a mimmum of two portable toilets at
the trailers (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
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
SECTION 01560
TEMPORARY CONTROLS
1 1 NOISE CONTROL
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
General Reqs 14
Horsetooth Road & Ziegler Road Roundabout
Date January 2008
C Cease operation of all machinery and vehicles between the hours of 7 00 p in and 7 00 a in Due to the
aggressive schedule that this project entails exceptions will be made The City of Fort Collins will require
written requests for exception to be submitted to the Project Engineer 3 days prior to work
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
mimmum 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
13 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 drains 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 Comply with all necessary State of Colorado requirements as they pertain to the NPDES Phase II
requirements The Contractor shall provide the Owner with a copy of the stormwater management
plan (SWMP) and Discharge Permit from the State of Colorado The Contractor shall provide the
Owner with copies of all SWMP inspection reports, incident reports, and all other necessary
paperwork required by the State of Colorado as part of the SWMP
15 SECURITY
A Contractor is responsible for protection of the site and all Work materials equipment and existing facilities
General Reqs 15
Horwtooth Road & Ziegler Road Roundabout
thereon against vandalism
Date January 2008
B No claim will be made against the Owner by reason of any act of an employee or trespasser and the
Contractor shall make good all damage resulting from his failure to provide security measures as specified
C Security measures will be instituted to protect owners of existing facilities during normal operation but
will also include such additional security fencing barricades lighting watchman services or other
measures as Contractor feels is required to protect the site
END OF SECTION
SECTION 01570
TREE PROTECTION
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 bamer (fluorescent orange in color) must be fixed
in place around each tree for the duration of construction This bamer will be placed no closer than six (6)
feet from the trunk or one half of the drip line whichever is greater The bamer 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 bamer
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 bamer 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
General Reqs 16
Hometooth Road & Ziegler Road Roundabout
Date January 2008
B Accidental Poisoning
During the construction the Contractor shall not cause or permit the cleaning of equipment or material
within the root zone of any tree The Contractor shall not store or dispose of waste material including but
not limited to paints solvents asphalt concrete mortar or any other material harmful to the life of a tree
within the root zone of each tree or group of trees
C Root Pruning Specifications
When the cutting of tree roots is necessary each final cut must be made as cleanly as possible for all roots
over three (3) inches in diameter using the following method
1 The line of excavation will be drawn out and appropriate excavation equipment used to clear the area
at least six inches in front of the actual finished excavation line Roots can then be cut using tools such
as axes stump grinders or trenchers
2 Each root over three (3) inches in diameter will then be cut cleanly back to the excavation line using
stump grinder operated by an experienced licensed arbonst A sharp hand or bow saw is acceptable for
roots under three (3) niches in diameter Axes and trenchers do not cut roots cleanly and will not be
used for final root cuts
D Contractor shall coordinate with the Owners' Field Representative prior to and during the ]trprotection erection and root pruning activities Owners' Field Representative, at tus/her opinwill contact the City Forester and/or City Arborist for advice and approval of the tree protecmeasures taken by the Contractor and also the City's advice and approval during the root pru
activities
E No damaging attachments, wires, signs, permits or other objects may be fastened by any means to
any tree preserved on this project
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 seventy of
the damage as a proportion of the total value of that tree This could include up to the full value of the tree
As an example there are two American Elm trees to be preserved on another project They are
valued at $7 960 and $6 667 for the south and north trees respectively The south tree is
approximately 100 inches in circumference therefore each inch is worth one hundredth of the
value or $79 60 per inch Similarly the north tree is 91 inches in circumference making each
inch worth $73 26 To extend this to penalties paid if one inch of the bark on the south tree is
scuffed the penalty would be $100 (the minimum allowed) if two inches are damaged the penalty
would be $159 20 and so on up to 50% of the circumference of the trunk If 50% or more is
damaged the full value of the tree will be assessed as a penalty (This example serves to illustrate
how damages will be assessed)
General Reqs - 17
Horsetooth Road & Ziegler Road Roundabout
Date January 2008
This method of assessing penalties will be applicable to all trees not marked for removal on the
project, accidental poisoning and improper pruning
END OF SECTION
General Reqs - 18
Horsetooth Road & Ziegler Road Roundabout
SECTION 01580
TRAFFIC REGULATION
11 TRAFFIC CONTROL
Date January 2008
A The traffic control for this project shall be the responsibility of the Contractor Traffic control is
defined as the manpower and devices necessary to channelize vehicular and pedestrian traffic through the
project A full time Traffic Control Supervisor will be required on the project during all construction
operations
B The Contractor and/or Traffic Control Contractor must submit traffic control plans and coordinate all traffic
control with the Citys 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
Construction of the roundabout is expected to occur in two phases These phases are described as follows
and are shown in detail on sheet 34 of the Drawings
Phase 1 shall consist of the construction of the northern half of the west all of the north all of the east and
the eastern half of the south legs of the intersection This phase will require the construction of a detour on
the southwest comer of the intersection to accommodate two way traffic from northbound Ziegler Road to
westbound Horsetooth Road and eastbound Horsetooth Road to southbound Ziegler Road This phase of
the intersection would also require at least one lane closure on the east side of Ziegler Road from Charlie
Lane to Horsetooth Road to allow for construction of the additional travel and bike lanes and sidewalk for
northbound Ziegler Road During this phase of work at the intersection of Horsetooth and Ziegler Roads
southbound Ziegler Road from the north side of Horsetooth Road and westbound Horsetooth Road from the
east side of Ziegler Road will be closed to all non construction traffic
Phase 2 shall consist of the construction of the southern half of the west leg and western half of the
southern leg of the intersection This phase will require the northeastern '/ of the intersection described in
Phase 1 to be complete serviceable and ready for traffic before this section of the intersection is closed for
construction This phase will require closure of Horsetooth Road west of Ziegler Road in the eastbound
direction and closure of Ziegler Road south of the intersection in the southbound direction
Any modifications to the traffic control plan must be approved by the City s Traffic Control Coordinator
and the Engineer
E Vehicle bike and pedestrian access to all side streets and private drives shall be maintained at all times
The Contractor will develop an access control plan in coordination with adjacent property owners and
submit it in conjunction with the traffic control plan to the Engineer for approval prior to the start of any
Work Pedestrian traffic shall be maintained at all times utilizing temporary sidewalks when necessary
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
General Reqs 19
Horsetooth Road & Ziegler Road Roundabout
Date January 2008
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 all 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
13 PARKING
A Provide suitable parking areas for the use of all construction workers and others performing work or
furnishing services in connection with the Project so as to avoid interference with public traffic Owners
operations or construction activities
END OF SECTION
General Reqs 20
Horwtooth Road & Ziegler Road Roundabout
SECTION 01700
CONTRACT CLOSEOUT
1 1 SUBSTANTIAL COMPLETION
Date January 2008
A Substantial Completion shall be defined as the roundabout and the improvements along Ziegler Road and
Horsetooth Roads being fully open for use by the public Items that must be complete before these items
are open to the public include final concrete curb & gutter in place concrete and asphalt surfaces complete
in place (all lilts) median covers sidewalks crosswalks and pedestrian refuge islands complete in place
signage and striping complete in place all utility adjustments in the roadway complete in place and any
other necessary items inside the roadway necessary to make the roundabout usable by the public
B Substantial Completion dates or times are outlined in Section 00520 Agreement
12 FINAL COMPLETION
A Final Completion shall be defined as the completion of all Work including cleanup Project Record
Documents delivered to the Owner all punch list items completed and final processing of all change
orders The Work must be ready for final payment and acceptance
B Final Completion will be subject to the terns outlined in Section 00520 Agreement
END OF SECTION
SECTION 01711
General Reqs 21
Horwtooth Road & Ziegler Road Roundabout
SITE CLEANUP
11 GENERAL
A Execute cleanup during progress of the Work and at completion of the Work
B Adequate cleanup will be a condition for recommendation of progress payments
12 DESCRIPTION
A Store volatile wastes in covered metal containers and dispose off site
Date January 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 project by the
Contractor at the earliest opportunity but in no case shall the street be left uncleaned after the completion
of the days work It shall be the Contractors responsibility to provide the necessary equipment and
materials to satisfactorily clean the roadway at no additional cost to the project The Citys Street
Department will sweep the street at an approximate hourly rate of $70 00 for a mimmum of 2 hours The
Contractor must sign a Contract with the City Street Department prior to requesting street sweeping
If the streets are not cleaned by the Contractor within 24 hours after having been given notice from
the Project Engineer, the Project Engineer will have the Streets Department sweep the streets at the
rates listed above and will back charge the Contractor for expenses incurred
13 DISPOSAL
A Wastes shall not be buned or burned on the site or disposed of into storm drains sanitary sewers streams
or waterways
B Remove waste materials clearing materials demolition materials unsuitable excavated materials debris
and rubbish from the site at least weekly and dispose of at disposal areas famished by Contractor away
from the site
END OF SECTION
General Reqs 22
Horsetooth Road & Ziegler Road Roundabout
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
Date January 2008
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 Drawmgs 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
General Reqs 23
1
2
3
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Construction Document Ordering Instructions
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Rev 10/20/07 Section 00020 Page 3
Horsetooth Road and Ziegler Road Roundabout Date January 20D8
Horsetooth Road and Ziegler Road Roundabout
The Colorado Division of Highways 'Standard Specifications for Road and Bridge Construction (2005) except as
revised herein is hereby adopted as a minimum standard of compliance for this project The City of Fort Collins
Stove Drainage Construction Standards City of Fort Collins Water Utilities Standard Construction Specifications
Lanmer County Urban Area Street Standards the Fort Collins — Loveland Water District and South Fort Collins
Sanitation District Standards and City of Fort Collins Work Area Traffic Control Handbook shall also serve as
minimum standards of compliance for this project They are not included in the contract documents but may be
obtained at the appropriate City Departments It shall be the Contractor's responsibility to purchase and
familiarize themselves with all of the City Department Specifications These project specifications City
Department specifications and CDOT standard specifications are considered minimum standards for compliance on
this project In those instances where the CDOT Standard Specifications conflict with the City specifications listed
above the City specifications shall govern In those instances where the CDOT Standard Specifications conflict
with any of the provisions of the preceding Sections 00001 through 01750 General Requirements the preceding
sections shall govern
PROJECT CONSTRUCTION SPECIFICATIONS
INDEX OF REVISIONS
SECTION
PAGE
201
CLEARING AND GRUBBING
Technical Specs
3
202
REMOVALS
Technical Specs
4 5
203
EXCAVATION AND EMBANKMENT
Technical Specs
6-8
208
EROSION CONTROL
Technical Specs
9
210
RESET STRUCTURES
Technical Specs
10 12
304
AGGREGATE BASE COURSE
Technical Specs
13
306
RECONDITIONING
Technical Specs
14
401
PLANT MIX PAVEMENTS GENERAL
Technical Specs
15 20
403
HOT BITUMINOUS PAVEMENT
Technical Specs
21 24
412
PORTLAND CEMENT CONCRETE PAVEMENT
Technical Specs
25 26
506
RIPRAP
Technical Specs
27 28
603
CULVERTS AND SEWERS
Technical Specs
29
604
MANHOLES INLETS AND METER VAULTS
Technical Specs
30
607
FENCES
Technical Specs
31
608
SIDEWALKS AND DECORATIVE CROSSWALKS
Technical Specs
32 33
609
CURB AND GUTTER
Technical Specs
34
Technical Specs 1
Horsetooth Road and Ziegler Road Roundabout
Date January 2008
610 MEDIAN COVER Technical Specs 35
619 WATER LINES Technical Specs 36
630 TRAFFIC CONTROL DEVICES (Contractor Supphed) Technical Specs 37-40
Technical Specs 2
Horsetooth Road and Ziegler Road Roundabout
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 January 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 and shall include all trees 8 inches in diameter
and smaller All surface objects trees stumps roots fencing and other protruding obstructions not designated to
remain shall be cleared and grubbed including mowing as required Undisturbed stumps roots and nonperishable
solid objects located 2 feet or more below subgrade or embankment slope may remain in place In areas to be
rounded at the tops of back slopes stumps shall be removed to at least 2 feet below the surface of the final slope
All cleared material or debris shall be disposed of outside of the project limits
Payment will be made under
Pay Item and Pay Unit
The pay unit is denoted by ( )
201 01 Clearing and Grubbing — (LS)
The above prices and payments shall include full compensation for famishing 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
REVISION OF SECTION 202
REMOVALS
Technical Specs - 3
Honetooth Road and Ziegler Road Roundabout Date January 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 concrete sidewalk curb and gutter crosspans driveways mlets irrigation
structures pipe structures asphalt fence trees retammg walls and any other obstructions that are designated for removal
by the Engineer All such removals will be measured in the field and quantities agreed to by the Contractor and the
Engineer
Subsection 202 02 is revised to include the followm
Remove Pipe (RCP, CMP, PVC) The Contractor shall remove all (clay tile concrete PVC ductile corrugated metal
steel) pipes according to the construction drawings or as directed by the Engineer All trenches will be backfilled to City
of Fort Collins specifications to 95% compaction All areas must be graded according to Engineers direction and all pipe
removed is to be the property of the Contractor
Remove Concrete Curb & Gutter — The Contractor shall remove and dispose of all existing concrete curb & gutter that
is designated for removal in the Drawings
Remove Concrete Sidewalk — The Contractor shall remove and dispose of all existing concrete sidewalk that is
designated for removal in the Drawings
Remove Asphalt Pavement (Full Depth — 4" - 8") — The Contractor shall remove and dispose of existing asphalt
Pavement to subgrade in the areas indicated in the Drawings Once the pavement is removed the Contractor shall
compact the existing subgrade to 95% compaction based on a modified proctor moisture density curve
Remove Type R Inlet — The Contractor shall remove and dispose of existing Type R Inlets that are designated for
removal in the drawings Where pipes entering and exiting the Type R Inlet are to remain in place after the inlet is
removed the existing pipe(s) shall be sawcut outside of the inlet so that minimal damage occurs to the existing pipe
during removal of the inlet
Remove Wire Fence —The Contractor shall remove and dispose of all existing barbed wire fence in the locations shown
on the drawings All posts shall be removed and the holes shall be filled to the elevation of the surrounding terrain
Remove Asphalt Drive — The Contractor shall remove and dispose of existing asphalt drives within the hunts shown in
the Drawings Once the asphalt material has been removed the Contractor shall compact the existing subgrade to 95%
compaction based on a modified proctor moisture density curve
Remove Gravel Drive — The Contractor shall remove and dispose of existing gravel drives within the limits shown in the
Drawings Once the gravel has been removed the Contractor shall compact the existing subgrade to 95% compaction
based on a modified proctor moisture density curve
Subsection 202 12 is revised to include the following
The Contractor and the Engineer shall field measure and agree upon the quantity to be removed before the work
commences Should the Contractor fail to request the Engineer to measure any work the Contractor shall not be
compensated for materials that were not measured by the Engineer
Payment will be made under
Pay Item and Pay Unit
The pay unit is denoted by ( )
202 01 Remove Curb and Gutter — (I,F)
202 02 Remove Concrete Sidewalk — (SF)
202 03 Remove Asphalt — Full Depth (4 — 8 ) — (SY)
Techmca► Specs 4
Horsetooth Road and Ziegler Road Roundabout Date January 2008
202 04
Remove Type R Inlet —
(EA)
202 05
Remove Wire Fence —
(LF)
202 06
Remove Pipe — (LF)
202 07
Remove Asphalt Drive
— (SY)
202 08
Remove Gravel Drive
—(SY)
The above prices and payments shall include full compensation for furinshmg all labor materials tools equipment and
incidentals and for doing all work involved in removals and rotomillmg 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 mcidental to the Work and will not be paid for separately
END OF SECTION
Technical Specs 5
Horsetooth Road and kegler Road Roundabout Date January 2008
REVISION OF SECTION 203
EXCAVATION AND EMBANKMENT
Section 203 of the Standard Specifications is hereby revised as follows
Subsection 203 01 is revised to include the following
Unclassified Excavation This shall consist of excavation of all materials on the site to final grades excluding the bid
items listed in Section 202 Excavation of unsuitable material will only be paid for if it is found to be unsuitable in its
ongmal state This item shall be measured from the plans and cross sections and will be paid for by the cubic yard This
item shall be paid according to plan quantity
Embankment (Complete in Place) All excavated material except the material being hauled and disposed shall be
placed as embankment and compacted to final grades as specified in Section 203 07 The use of scrapers will not be
permitted to compact the material A disk with 4 wheel drive tractor 815 CAT or equal will be required to do this work
The embankment quantity was not adjusted to allow for shrinkage during compaction This item will be measured from
the plans and cross sections and will be paid for by the cubic yard This item will be paid according to plan quantity
Haul and Dispose of Excess Material — This item shall consist of hauling offsite and disposing of any excess material
generated during excavation for the roadway and roundabout construction Excess material generated phases ofthe Work
other than roadway and roundabout construction such as utility installation shall be disposed of as part of the item of
work and shall not be considered as payment under this item This item will be paid according to plan quantity
Muck Excavation (Complete in Place) This shall include excavation of unsuitable material supplying and placing
Class 1 or 2 Structural Backfill Pit Run or an approved fill recompacting material to finish grade and haul and disposal
of unsuitable material Muck excavation of material from ram or weather damage will not be paid for and is entirely the
Contractors responsibility This item shall be measured in the field and will be paid for by the cubic yard The
proposed material shall meet the following mmimum requirements
LL Maximum 30
PI Maximum 6
R Value Minimum 78
The minimum strength coefficient of the Aggregate Base Coarse shall be 0 11
After specified compaction has been obtained, the sub grade under the curb, gutter, sidewalk, and pavement shall
be proof rolled with a heavily loaded rubber tired roller, fully loaded water truck, or approved equal
Those areas which produce a rut depth of over one half (1/2) inch or which crack the sub grade after pumping and
rebounding shall be ripped scarified wetted or dried if necessary and re compacted to the requirements for density and
moisture at the Contractor s expense Where unsuitable material is encountered the Engineer may require the Contractor
to remove the unsuitable materials and backfill to the finished grade with approved material The completed sub grade
shall be proof rolled again after placement of approved material This will be paid for at the contract unit price for
Muck Excavation
The Contractor shall refer to the plans for re grading information This work shall include all excavation embankment
and grading required to prepare these sites for landscaping
Splashblock/Hardscape Shaping (Complete in Place) — The areas in the medians beneath the exposed aggregate
concrete shall be backfilled with suitable onsite material approved by the Engineer These areas shall be backfilled in
lifts not to exceed six inches (6 ) and compacted with a plate compactor or as directed by the Engineer This item will
not be paid for as Embankment This item will be measured in the field and will be paid for by the square foot
Flowable Fill Over Utilities — shall be a Portland Cement Concrete Mix The cement shall conform to the Standard
Specifications for Portland Cement ASTM C 150 85 Type I/II The minimum 24 hour strength shall be 10 psi and the
Technical Specs 6
Horsetooth Road and Ziegler Road Roundabout Date January 2008
maximum 28 day strength 60 psi The maximum aggregate size shall be one inch (1 ) The minimum slump shall be six
inches (6 ) and the maximum eight inches (8 ) The non shrink backfill shall be consolidated with a mechanical
vibrator Payment of using flow fill will be paid for by the cubic yard This item will only be paid for when used as
directed by the Engineer
Potholing — The Contractor shall be responsible for locating electrical gas fiber optic cable telephone traffic signal
conduit and other existing utility Imes and shall be performed every 100 lineal feet or as deemed necessary by the
Contractor All related work including excavation backfillmg shoring labor and number of hours will not be measured
and paid for separately but shall be included in the work Repair of damaged existing utility lines caused by the
Contractor will be at the Contractor s expense Potholing will be paid as a lump sum item
These items will not be paid separately under items in section 202 210 603 or 604
Embankment and sub grade material shall be compacted to 95% of maximum density at +/ 2% optimum moisture
Maximum density shall be determined by ASTM D 698 This will apply under the roadway curb and gutter sidewalk,
and driveways Topsoil shall be compacted to 85% of maximum density at/or near optimum moisture
Excavation and Embankment will only be paid when a significant change in grade is required as determined by the
Engineer Minor cuts and fills shall be considered incidental to the work, and shall not be paid separately under
this section
Subsection 203 04 is revised to include the following
The excavations and embankments shall be finished to smooth and uniform surfaces conforming to the typical sections
specified Variation from the sub grade plan elevations specified shall not be more than 0 08 feet
Subsection 203 13 is revised to include the following
Payment will be made under
Pay Item and Pay Unit
The pay unit is denoted by ( )
203 01 Unclassified Excavation — (CY)
203 02 Embankment — (CY)
203 03 Haul and Dispose of Excess Material — (CY)
203 04 Muck Excavation — (CY)
203 05 6 Screened Imported Topsoil in Parkway Areas — (CY)
203 06 Roundabout Center Island Fill — 60/40 Mix — (CY)
20307 Splashblock/Hardscape Shaping — (SF)
203 08 Flowable Fill Over Utilities — (CY)
203 09 Potholing — (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 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 gradmg and
disposal of unusable materials as shown on the plans and as specified in these specifications and as directed by the
Engineer
END OF SECTION
Technical Specs 7
Horsetooth Road and Ziegler Road Roundabout
REVISION OF SECTION 208
EROSION CONTROL
Section 208 of the Standard Specifications is hereby revised as follows
Subsection 208 05 is revised to include the following
Date January 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 price to the Contractor This item shall include procurement of all necessary stormwater discharge pemuts
maintenance of erosion control devices proper documentation for the Stormwater Management Plan as required by
CDPHE and all other applicable agencies
Subsection 208 07 is revised to include the following
The accepted quantities will be paid for at the contract unit price
Payment will be made under
Pay Item and Pay Unit
The pay unit is denoted by ( )
208 01 Erosion Control — (LS)
The above prices and payments shall include full compensation for furnishing all labor materials tools equipment
and incidentals and for doing all work involved in installing and maintaining erosion control complete in place as
specified in these specifications and as directed by the Engineer
END OF SECTION
REVISION OF SECTION 210
Technical Specs 8
Horsetooth Road and Ziegler Road Roundabout
RESET STRUCTURES
Section 210 of the Standard Specifications is hereby revised as follows
Subsection 210 10 is revised to include the following
Date January 2008
Work contained in this Subsection shall meet the requirements of the current City of Fort Collins and Fort Collins -
Loveland Water District Utilities Standard Construction Specifications or other applicable water utility agency standard
construction specifications Copies of the specifications can be obtained at The Fort Collins Loveland Water Distinct at
5150 Snead Dr Fort Collins Colorado
The Contractor shall cooperate and coordinate with the City Water Utilities Department Fort Collins Loveland
Water District, or other applicable water utility when shutting off water to minimize downtime to customers The
Contractor shall also coordinate work involving the relocation of fire hydrants water meters curb stops and water
valves and lowering water and sewer service lines and water lines The Contractor shall supply all materials required to
complete the work that is not supplied by the City or other applicable water utility and these materials shall be included
in the costs of each item This shall include but not be limited to new copper line and fittings new stop boxes meter
pits excavation backfill and compaction New copper fittings stop boxes and meter pits will be required at each
location
All structures located in bituminous pavements to be surfaced shall be adjusted prior to or during paving operations
All structures located within a concrete pavement shall be adjusted prior to pouring the concrete pavement section
The Contractor shall perform all work needed to ensure that said structures can be readily adjusted and shall have all
necessary materials on hand prior to commencing the work The adjustments shall be made as noted below
All structures shall be adjusted to be '/, (+/ ) ys below the pavement surface
The Contractor shall be responsible for immediately cleaning out all construction materials that may fall into
manholes, valve boxes, or other structures during the construction process In the event that a structure was not
properly adjusted (i 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 Manhole Ring/Cover — Manholes located within existing asphalt pavement shall be adjusted by removing an
area of pavement with a minimum diameter one foot (1 ) larger than the structure (centered on the structure) This shall
be done by cutting vertical edges adjusting the manhole by grouting concrete rings and/or utilizing metal shims to raise
the structure to the proper grade then spreading and mechanically compacting bituminous material of the same grade and
quality as the adjacent pavement NOTE All manholes shall be raised through the top hft
When the manhole adjustment is complete the slope of the top surface of the manhole cover shall match the slope of the
pavement in both the longitudinal and traverse directions Any manhole cover which is unstable or noisy under traffic
shall be replaced This item will be paid under Adjust Manhole Ring/Cover — (EA)
Modify Manhole Manholes located within existing asphalt pavement or sub grade shall be adjusted by removing an
area of pavement or sub grade with a minimum diameter two foot (2 ) larger than the structure (centered on the
structure) All OSHA shoring is the responsibility of the Contractor This shall be done by cutting vertical edges in the
Technical Specs 9
Horsetooth Road and Ziegler Road Roundabout Date January 2008
pavement of required and excavating below the ground surface to the required barrel seam needed to start the
adjustment The cone section shall be removed and additional sections added or removed to obtain the plan finished
elevation All manhole sections shall be cleaned and an approved gasket material applied prior to reassembly This work
shall be done in accordance with the City of Fort Collins Standard Construction Specification and/or the South Fort
Collins Sanitation District Specifications for Sewer Mains The excavation shall be backfilled with on site material and
shall be mechanically compacted or Flowable Fill used if directed by the Engineer This item will be paid under Modify
Manhole — (EA) Flowable Fill will be paid under Section 608
Adjust Valve Box— Valve boxes located within asphalt pavement shall be adjusted by removing the existing pavement
around the valve box adjusting the valve by turning it to the proper grade trmmung the existing asphalt by cutting
vertical edges then spreading and mechanically compacting bituminous material of the same grade and quality as the
adjacent pavement
If a valve box cannot be turned up or can be turned up but not sufficiently to achieve the proper grade or if the top
section of the valve box is in poor condition the Contractor shall excavate around the top section of the valve box and
remove and replace the top section with a longer section supplied by the Contractor The excavation shall then be back
filled with Non Shrink flowfill to the top of sub grade and then material of the same grade and quality as the adjacent
pavement shall be placed
The Contractor shall exercise reasonable care while attempting to adjust the valve boxes If in the opinion of the
Engineer the Contractor is negligent and breaks the valve box the valve box shall be replaced at the Contractor s
expense This item will be paid under Adjust Valve Box — (EA)
Relocate Fire Hydrant — The Contractor shall be responsible for remove and relocating the existing fire hydrant at the
location shown on the Drawings This item shall include any pipe couplings thrust blocking joint restraints labor and
other materials and appurtenances necessary to relocate the fire hydrant to the location shown on the Drawings
Relocate Meter Pit — The Contractor shall be responsible for removing and relocating existing meter pits where shown
in the Drawings This item shall include removal of the existing meter pit resetting of the meter pit extension of the
copper service line when necessary any necessary couplings all excavation and any other materials labor or other
appurtenances necessary to relocate the meter pit as shown in the Drawings
Remove and Reset Mailbox — The Contractor shall be responsible for removing and resetting existing mail boxes at the
locations shown in the Drawings This item shall include all necessary excavation labor and materials necessary to
remove and reset existing mail boxes at the locations shown in the Drawings This item shall also include filling of holes
from where the existing marl boxes were removed
Remove and Reset Split Rail Fence — The Contractor shall be responsible for removing and resetting existing split rail
fence at the locations shown in the Drawings This item shall include all necessary excavation labor and materials
necessary to remove and reset the existing split rail fence at the locations shown on the Drawings This item shall also
include filling of holes from where the existing fence posts were removed
Remove& Replace Brick Fence Corner Post — The Contractor shall be responsible for removing and replacing existing
brick comer fence posts at the location shown in the Drawings This item shall include all necessary labor materials
excavation and other items necessary to remove and replace existing brick comer fence posts at the locations shown in
the Drawings
Subsection 210 13 is revised to include the following
Payment will be made under
Pay Item and Pay Unit
The pay unit is denoted by ( )
21001 Adjust Manhole Rmg/Cover— (EA)
210 02 Modify Manhole — (EA)
Technical Specs 10
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Rev 10/20/07 Section 00020 Page 4
Horsetooth Road and Ziegler Road Roundabout Date January 2008
21003 Adjust Valve Box — (EA)
21004 Relocate Fire Hydrant— (EA)
210 05 Relocate Meter Pit — (EA)
21006 Remove and Reset Mailbox — (EA)
21007 Remove and Replace Split Rail Fence — (LF)
210 08 Remove & Replace Brick Fence Corner Post — (EA)
The above pries and payments shall include full compensation for furnishing all labor materials tools equipment and
incidentals and for doing all the Work involved in adjusting structures complete in place including non shrink backfill
concrete metal shims bituminous materials haul and disposal excavation bedding material backfill and compaction as
shown on the plans as specified in these specifications and as directed by the Engineer
END OF SECTION
Technical Specs 11
Honetooth Road and Ziegler Road Roundabout
REVISION OF SECTION 304
AGGREGATE BASE COURSE
Section 304 of the Standard Specifications is revised as follows
Date January 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
Sod sterilization shall be applied under all new asphalt Paving and shall be considered incidental to the work
Sterilization shall not be Paid for separately under this item
Subsection 304 08 is revised to include the following
The accepted quantities of Aggregate Base Course will be paid for at the contract unit price per ton
Payment will be made under
Pay Item and Pay Unit
The pay umt is denoted by ( )
304 01 Aggregate Base Course — (Class 5 or 6) — 6 Depth — (TON)
The above prices and payments shall include full compensation for furnishing all labor materials tools equipment and
incidentals and for doing all work involved in Aggregate Base Course including haul sterilization and water The work
will be complete in place as shown on the plans as specified in these specifications and as directed by the Engineer
END OF SECTION
Technical Specs 12
Horsetooth Road and Ziegler Road Roundabout Date January 2008
REVISION OF SECTION 306
RECONDITIONING
Section 306 of the Standard Specifications is hereby revised for this project as follows
Subsection 306 02 is revised to include the following
The top 8 of the sub grade including fill areas (curb gutter and sidewalk areas) shall be reconditioned by scarifying and
re compacting The sub grade shall be thoroughly mixed and dried or moistened to full depth and compacted as specified
in Section 203 07 The reconditioned surface shall not vary above or below the Imes 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 be at the Engineer s discretion to determine if the
Contractor has made a sufficient effort to control the moisture in the sub grade material and made a reasonable effort to
recondition the sub grade
Soil sterilization shall be applied under all new asphalt paving and shall be considered incidental to the work
Sterilization shall not be paid for separately under this item
This item (Recondittonmg) will not be necessary or paid for m flvash stabilized areas
Subsection 306 04 is revised to include the following
The accepted quantities of Reconditioning will be paid for at the contract unit price per square yard
Payment will be made under
Pay Item and Pay Unit
The pay unit is denoted by ( )
306 01 Sidewalk Preparation — (SY)
306 02 Sidewalk Reconditioning (8 ) (SY)
The above prices and payments shall include full compensation for fiuwshing all labor materials tools equipment and
incidentals and for doing all work involved in Reconditioning complete in place including compaction wetting or
drying and finish grading as shown on the plans as specified in these specifications and as directed by the Engineer
END OF SECTION
Technical Specs -13
Hometooth Road and Ziegler Road Roundabout
Date January 2008
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
Requests made in writing by the Contractor for changes in the job mix formula will be considered by the Engineer
A lob 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 lob mix formula and recommended mixing
and placing temperatures The costs for all lob mix formulas shall be the responsibility of the Contractor
If the Contractor uses more than three (3) lob 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 Gradmgs
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 lob 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 gradings in Tables 703 3A 703 3B and 703 3C are to be used as
guidelines in mix design development However the lob 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
ABLE 401 1Bitumen Content f0 3°10
Asphalt Recycling Agent t0 2°�°
emperature of Mixture When Discharged from Mixer t 10°C
Hot Bituminous Pavement Item 403
the 9 5 man (3/e2) and larger sieves f6%
the the 4 75 min (No 4) and 2 36 min (No 8) sieves f5%
the 600 mm (#30) sieve f4%
the 75 min (#200) Steve 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
Technical Specs 14
Horsetooth Road and Ziegler Road Roundabout Date January 2008
Delete Subsection 40107 and replace with the following
Plant mix pavement shall be placed only on properly prepared unfrozen surfaces which are free of water snow and ice
The plant mix pavement shall be placed only when both the air and surface temperatures equal or exceed the
temperatures specified in Table 401 3 and the Engineer determines that the weather conditions permit the pavement to be
properly placed and compacted
Table 401 3
Placement Temperature Limitations in °C
Compacted Layer
Minimum Surface and Air
Thickness in
Temperature °C (°F)
nun (inches)
Top
Layers Below
Layer
Top Layer
<38 (1'h)
15 (60)
10 (50)
38 (IV2) <75 (3)
10 (50)
5 (40)
75 3) or more
7 (45)
2 (35)
Note Air temperature is taken in the shade Surface is defined as the existing base on which the
new pavement is to be placed
If the temperature falls below the minimum air or surface temperatures paving shall stop
The Contractor shall schedule the work so that no planed or recycled surface is left without resurfacing for more than 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 mmunum thickness
of the temporary hot bituminous pavement layer shall be 50 mm (2 inches) The Contractor shall perform the quality
control required to assure adequate quality of the hot bituminous pavement used in the temporary layer All applicable
pavement markings shall be applied to the temporary layer surface The Contractor shall maintain the temporary layer for
the entire period that it is open to traffic Distress which affects the ride safety or serviceability of the temporary layer
shall be Immediately corrected to the satisfaction of the Engineer The temporary hot bitummous 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
7000 feet
October 1 to March 1
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 401 15, delete the third and fourth paragraphs (including table) and replace with the following
Technical Specs - 15
Horsetooth Road and Ziegler Road Roundabout
Date January 2008
The minimum temperature of the mixture when discharged from the mixer and when delivered for use shall be as shown
in the following table
Asphalt Grade
Minimum Mix Discharge
Temperature °C °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 Rubberized
160 (320)
138 (280)
PG 76 28
160 (320)
138 (280)
PG 70 28
149 (300)
138 (280)
PG 64 28
149 (300)
138 (280)
PG 58 34
149 (300)
138 (280)
The maximum mix discharge temperature shall not exceed the minimum discharge temperature by more than
17°C (30°F)
** Delivered mix temperature shall be measured behind the paver screed
Hot mix asphalt mixture shall be produced at the lowest temperature within the specified temperature range that produces
a workable mix and provides for uniform coating of aggregates (95% minurtum in accordance with AASHTO T 195) and
that allows the required compaction to be achieved
Subsection 401 16 is hereby revised to include the following
The mixture shall be laid upon an approved surface spread and struck off to provide for drainage to the side(s) of the
roadway with a minimum cross slope of two percent (2%) or as directed by the Engineer
In subsection 401 17, first paragraph, delete the last two (2) sentence and replace with the following
When the mixture contains unmodified asphalt cement (PG 58 28 PG 58 22 or PG 64 22) or modified (PG 58 34) and
the surface temperature falls below 85°C (185 OF) no further compaction effort will be permitted unless approved If the
mixture contains modified asphalt cement (AC 20R PG 76 28 PG 70 28 or PG 64 28) and the surface temperature falls
below 110°C (230 OF) 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
Technical Specs - 16
Horsetooth Road and Ziegler Road Roundabout Date January 2008
TABLE 703 3A
Master Range Table for Hot Bituminous Pavement (Grading S)
Sieve
Size
Percent by Weight
Passing Square Mesh
Sieves
Restricted Zone Boundary (Guideline)
Minimum
Maximum
375inm(1'/2 )
25 0 nun (1)
100
19 0 min ('/,)
90 100
125min (Y2 )
95min 08)
4 75 min (#4)
2 36 min (#8)
23 49
346
346
1 18 min (#16)
223
283
600 min (#30)
"
167
207
300 min (#50)
137
137
150 inm (#100)
75 min(#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
TABLE 703-3B
Master Range Table for Hot Bituminous Pavement (Grading SX)
Sieve
Percent by Weight
Size
Passing Square Mesh
Restricted Zone Boundary (Guideline)
Sieves
Technical Specs 17
Horsetooth Road and Ziegler Road Roundabout
Date January 2008
Mimmum
Maximum
37 5 mm (1'/2 )
250min (I )
190nun ('/,)
100
12 5 min ('/2 )
90 100
95min (3/s)
4 75 min (#4)
2 36 mm (#8)
28 58
39 1
39 1
1 18 nun (#16)
256
31 6
600 mm (#30)
*
19 1
23 1
300 nun (#50)
155
155
150 mm (#100)
75 min (#200)
2 10
* These additional Form 43 Specification Screens will initially be established using values from the As Used
Gradation shown on the Design Mix
TABLE 703 3C
Master Range Table for Hot Bituminous Pavement (Grading SG)
Sieve
Percent by Weight
Size
Passing Square Mesh
Restricted Zone Boundary (Guideline)
Sieves
Technical Specs 18
Horsetooth Road and 7regler Road Roundabout
Date January 2008
Mmimum
Maximum
375nun (IV2
100
25 0 mm (1)
90 100
190turn ('/, )
125min ('/z )
9 5 min (3/s)
4 75 min (#4)
*
395
395
2 36 min (#8)
19 45
268
308
1 18 min (#16)
18 1
24 1
600 min (#30)
*
136
176
300 min (#50)
114
114
150 min (#100)
75 min (#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
Techmcal Specs 19
Horsetooth Road and hegler Road Roundabout Date January 2008
REVISION OF SECTION 403
HOT BITUMINOUS PAVEMENT
Section 403 of the Standard Specifications is hereby revised as follows
Subsection 403 01 is revised to include the following
Hot Bituminous Pavement — This shall consist of constructing one or more courses of HBP Grading S & SG over
existing pavement or subgrade surfaces previously prepared by the contractor or City of Fort Collins Crews
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 Grading SG The Contractor shall construct the work such that all roadway pavement placed prior to
the time paving operations end for the year shall be completed to the full thickness required by the plans The
Contractor's Progress Schedule shall show the methods to be used to comply with this requirement
Vertical drop offs will not be allowed at the end ofanv dav's navtne Paper Annis will be required to a taper eaualine
3 nines the amount of drop Pawng jornta shall beat the lane lines or in the center of the lane In no case shall the
paving toints be in the wheel path The contractor shall submit a longitudinallornt and pavement marking plan 3
days prior to paving
Technical Specs 20
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 re]ect any and all Bids, and to waive any
informalities and irregularities therein
Bid security in the amount of not less than 5s 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
Jame B O'Neill, II, CPPO, FNIGP
Pur asing & Risk Management Director
Rev 10/20/07 Section 00020 Page 5
Horsetooth Road and Ziegler Road Roundabout
Date January 2008
ASPHALT
2 Grading S 100 (PG 64 28)
2 75" Grading 5-100 (PG 64 22)
2' Grading S 100 (PG 64-22)
5" Grading SG-100 (PG 58 28)
6" Aggregate Base Coarse (Class 5 or 6)
The design mix for Grading S and SG shall conform to the following
TABLE 403 1
erty
Test Method
Grading S
Grading SG
mgSX
N/A th s Project
oids percent at
itial)
rN(maximum)
CPL 5115
> 11 0
> 11 0
> 11 0
sign)
30 50
30 50
30 50
>20
>20
>20
Compaction (Revolutions)
N (initial) (a)
CPL 5115
8
8
(a)
• (design)(b)
100
100
(b)
N (maximum) (a)
174
174
a)
Stability minimum (a)
for information)
CPL 5106
42
42
a
( )
Aggregate Retained on the 4 75 min
(No 4) Sieve with at least two
Mechanically Induced Fractured
CP 45
60
60
60
Faces % minimum
Accelerated Moisture Susceptibility
Tensile Strength Ratio (Lottman)
CPL 5109
9
80
80
80
Method
mimmum
Minimum Dry Split Tensile
CPL 5109
StrengthkPa (psi)
Method B
205 (30)
205 (30)
205 (30)
Grade of Asphalt Cement
Top Layer
PG 64 28
PG 58 28
PG 64 28
Grade of Asphalt Cement Layers
Below Top
PG 64 28
PG 58 28
PG 64 22
innummum
Voidsthe aggregate
CP 48
140
120
(a)
ids Filled with Asphalt (VFA) %
(a)
AIMS 2
65 75
65 75
(a)
(a) Current CDOT Design Criteria
(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
Technical Specs 21
Horsetooth Road and Ziegler Road Roundabout Date January 2008
with caution because of constructability, problems
Subsection 403 03 is revised to include the following
Regardless of the delivery temperature the mixture shall not be placed for use on the roadway at a temperature lower
than 225 F
Emulsified Asphalt for tack coat shall be Grade CSS lh The tack coat shall consist of a 1 1 dilution (one (1) part
emulsified asphalt to one (1) part water) The application rate for tack coat shall be approximately 0 1 gallons per square
yard
The existing pavement shall be broomed and cleaned to be free of dirt water vegetation and other deleterious matter
immediately prior to commencing the paving operation Edges of the area to be patched shall be sawcut vertically and
perpendicular or parallel to the roadway as directed by the Engineer Tack coat shall be placed against clean vertical
edges on all sides of the area to be patched
Hot Bituminous Pavement Grading S shall be placed in equal lifts not exceeding three (3) inches The muumum lift
thickness for Grading S shall be (1 %2) inch HBP Grading SG shall be placed in equal lifts not exceeding four (4) inches
and the minunum 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 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 um[ is denoted by ( )
403 01
Hot Bituminous Pavement — Grading S
— (2 Depth) —
(PG 64-28) — (TON)
403 02
Hot Bituminous Pavement — Grading S
— (2 75 Depth) — (PG 64-22) — (TON)
403 03
Hot Bituminous Pavement — Grading S
— (2 Depth) —
(PG 64 22) — (TON)
403 04
Hot Bituminous Pavement — Grading SG — (5 Depth)
— (PG 58 28) — (TON)
403 05
HBP — Grading SG — Asphalt Patching —
(PG 58 28) —
(TON)
The above prices and payments shall include full compensation for furnishing all labor materials tools equipment and
incidentals and for doing all the work involved in Hot Bituminous Pavement and Asphalt Patching including pavement
cutting excavation subgrade preparation haul and disposal compaction rolling surface preparation and bituminous
Technical Specs 22
Horsetooth Road and Ziegler Road Roundabout
Date January 2008
materials complete in place as shown on these plans as specified in these specifications and as directed by the
Engineer
END OF SECTION
Technical Specs 23
Hometooth Road and 7regler Road Roundabout Date January 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 for the main lanes and the truck apron shall conform to Class P concrete as specified in
Subsections 601 02 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 heu 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 Class E High Early Concrete This mix shall have a minimum
24 hour field compressive strength of 3000 psi and a mmimum 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 wall 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
11 LL1 wuuacwi ptupuscs variauuns nom L LJu i tvt standards it is requested that the Contractor shall oreoare a
avement oint 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
Technical Specs 24
Honetooth Road and Ziegler Road Roundabout Date January 2008
Silicone joint sealant material Concrete joints shall be sealed with an approved silicone joint sealant material A
copy of the manufacturer s recommendations pertaining to the application of the sealant shall be submitted to the
Engineer for approval prior to the beginning of work and these recommendations shall be adhered to by the
Contractor with such exceptions as this specification may require The sealant material shall be applied into the
joint using equipment and techniques recommended by the joint sealant manufacturer The Engineer may elect to
check for bonding or adherence to the sides of the joint If the sealant does not bond to the joint the Contractor shall
remove the joint sealant material and clean and reseal these joints in accordance with the criteria outlined
Backer rod Shall be a round heat resistant material meeting the requirements set forth by the joint sealant
manufacturer The Contractor shall submit the proposed matenal 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
loin[ sealant This operation is to be accomplished by immediately flushing the joints with water after sawing The
joints shall be sandblasted after they have dned lust 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" — Tile Red w/Stamped Border — Concrete crosswalks shall be Class P
concrete as specified in Section 412 of these specifications The concrete shall be integrally colored with the
required lbs of Davis Color per sack of cement The Contractor shall submit a new mix design based on the Class
P requirements when a change occurs in the type of cement flyash or aggregate size The Color of the crosswalks
will be Davis Color Tile Red The texture will be Brickform Texture Mats FM 3500 Cal Weave 24 x24 The
surface of the concrete crosswalk shall be sealed and protected from drying by applying Davis W 1000 Clear Cure
and Seal or approved equal The unit price bid per square yard 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
matenals/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
Payment will be made under
Pay Item and Pay Unit
The pay unit is denoted by ( )
412 01 Concrete Pavement — 8 5 — (SY)
412 02 Concrete Truck Apron — 8 5 — Tile Red — (SY)
412 03 Enhanced Concrete Crosswalk— 8 5 —Tile Red w/Stamped Border—(SY)
The above prices and payment shall include full compensation for furnishing all labor materials tools equipment
and incidentals and for doing all the work involved in placing concrete pavement complete in place including haul
concrete materials finishing the surface saw cutting the joints curing placing dowels and sealing joints as shown
on the plans as specified in these specifications and as directed by the Engineer
END OF SECTION
Technical Specs 25
Horsetooth Road and Ziegler Road Roundabout Date January 2008
REVISION OF SECTION 506
RIPRAP
Section 506 of the Standard Specifications is hereby revised as follows
Subsection 506 01 is revised to include the following
This work consists of the construction of nprap sections with nprap Type II bedding and covered with topsoil in
accordance with these specifications and in conformity with the Imes 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 nprap shall be hard durable angular in shape and free from cracks over burden shale and organic
matter Thin slab type stones rounded stones and flalong rock shall not be used Removed concrete shall not be
used for riprap without specific written approval by the Engineer Service records of the proposed material will
be considered by the Engineer in determining the acceptability of the rock Neither breadth nor thickness of a single
stone shall be less than one third (1/3) its length
Bedding material shall conform to the specification for Type II Filter material as per the City of Fort Collins Storm
Drainage Design Criteria and Construction Standards (Table 12 3) or CDOT Class A filter material (Section
703 09)
Subsection 506 03 is revised to include the following
Wherever possible, the excavation for the riprap sections shall be undisturbed material, or where this is not
possible, the underlying materials shall be compacted to 95% of maximum density as determined by ASTM D
698 The bottom of the excavation shall have a uniform slope, be reasonably smooth, free from mounds and
windrows and free of debris prior to placing the filter material
Bedding material shall be placed on top of the sub grade material prior to nprap installation at all locations of nprap
sections shown on the plans The layer shall be shaped to provide the minimum thickness of bedding material as
shown on the details of the plans
Riprap material shall be placed immediately after the bedding material is placed and in a manner to provide a well
graded mass of stone with minimum voids Riprap maybe machine placed with sufficient handwork to minimize
disturbance of the bedding material layer This material shall be placed to the required thickness and grade shown
on the details of the plans
Topsoil material shall be used to backfill and bury the entire 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
material shall be placed to the required thickness as shown on the details of the plans The contractor shall utilize,
when appropriate, existing topsoil on site
Subsection 506 04 is revised to include the following
Riprap sections specified in the plans will be paid for at the contract unit price per EA The unit price bid shall
include all costs associated with installation of the bedding material nprap and topsoil including excavating for the
placement of these materials all materials delivery stockpiling and handling of the nprap
Subsection 506 05 is revised to include the following
Technical Specs 26
Honetooth Road and Ziegler Road Roundabout
Payment will be made under
Pay Item and Pay Unit
The pay unit is denoted by ( )
506 01 15 x6 x18 Type L Boned Rip Rap w/ Bedding and 6 Topsoil — (EA)
50602 10 x6 x18 Type L Buned Rip Rap w/ Beddmg and 6 Topsoil — (EA)
50603 5 x5 xl8 Type L Buned Rip Rap w/ Beddmg and 6 Topsoil — (EA)
506 04 Cobble in Tree Wells incl Weed Barrier Underlayment — (TON)
Date January 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
Technical Specs - 27
Horsetooth Road and Ziegler Road Roundabout Date January 2008
REVISION OF SECTION 508
TIMBER TREE WELLS
Section 508 of the Standard Specifications is hereby revised as follows
Subsection 508 01 is revised to include the following
This work consists of the construction of timber tree wells around existing ash trees along the east side of Ziegler
Road north of Charlie Lane These tree wells shall be constructed to the heights and depths at the locations shown
on the plans
Subsection 508 10 is revised to include the following
Method of measurement shall be by the square foot face of tree well constructed Quantities shall be measured in the
field prior to payment being made
Subsection 508 11 is revised to include the following
The accepted quantities measured as described in subsection 508 10 listed above shall be paid for at the contract unit
price bid for each of the pay items listed below
508 01 Timber Tree Well (SF)
The above prices and payment shall include full compensation for furmslung all labor materials tools equipment
and incidentals and for doing all the work involved in excavating for the foundation placing the timber tree wells
any necessary backfill all cleanup complete and constructed to the elevations and as specified in these
specifications
END OF SECTION
Technical Specs 28
Horsetooth Road and Ziegler Road Roundabout Date January 2008
REVISION OF SECTION 603
CULVERTS AND SEWERS
Section 603 of the Standard Specifications is hereby revised as follows
Subsection 603 01 is revised to include the following
This work shall consist of the installation of reinforced concrete pipe pipe encasement pipe connections and joint
encasement in accordance with the plans specifications and the City of Fort Collins Storm Drainage Design Criteria
and Construction Standards It shall be the 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 15 RCP Class III — (LF)
603 02 18 RCP Class III — (LF)
603 03 15 RCP FES Class III — (EA)
603 04 18 RCP FES Class III — (EA)
603 05 4 Median Underdram Pipe — (Perforated) (LF)
603 06 4 Median Underdram Clean out — (EA)
603 07 4 Median Underdrain Connection to Existing Storm Sewer— (EA)
The above prices and payments shall include full compensation for famishing all labor materials tools equipment
and incidentals and for doing all Work involved in 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 Where anew storm sewer joins an existing sewer that is to
remain a concrete collar to join the new pipe to the existing pipe shall be included in the installed cost
END OF SECTION
Technical Specs 29
Horsetooth Road and 7regier Road Roundabout Date January 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 13 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 be at the direction of the Engineer The Contractor will not be allowed to flush the pipes with water
All erosion control devices materials and techniques required to prevent damage to the storm water facilities as
outlined in the City of Fort Collins Standards will be considered incidental to the work and shall be included in the
price No measurement for payment shall be made for maintenance of Erosion Control devices
Subsection 604 02 is revised to include the following
Proportioning shall conform to the requirements for Class B concrete as described in Section 601
Subsection 604 08 is revised to include the following
The accepted quantities will be paid for at the contract unit price
Payment will be made under
Pay Item and Pay Unit
The pay unit is denoted by ( )
604 01 Double Type 13 Inlet — (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
Technical Specs 30
SECTION 00100
INSTRUCTIONS TO BIDDERS
Honetooth Road and Ziegler Road Roundabout
REVISION OF SECTION 607
FENCES
Date January 2008
Section 607 of the Standard Specifications is hereby revised as follows
Subsection 607 01 is revised to include the following
Smooth Wire Fence (4 Strand Wire T Post) — Follow Section 710 from Colorado Highway Specifications for
installation of new fence This item consists of installing new fence and will be paid for by the linear foot Any existing
fence that is removed is paid for under Remove Fence (Various Types)
Subsection 607 04 is revised to include the following
The accepted quantities will be paid for at the contract unit price
Payment will be made under
Pay Item and Pay Unit
The pay unit is denoted by ( )
607 01 4 Wire Smooth Wire Fence — (LF)
The above prices and payments shall include full compensation for famishing all labor materials tools equipment
and incidentals and for doing all work listed above complete in place as specified in these specifications and as
directed by the Engineer
END OF SECTION
Technical Specs 31
Horsetooth Road and Ziegler Road Roundabout Date January 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 D concrete as described in Section 601
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 mimmum 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
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
All items included in this section shall be measured by the square foot Access ramp area shall be measured from
back of walk to point of curb return to point of curb return
Subsection 608 06 is revised to include the following
The accepted quantities will be paid for at the contract unit price
Payment will be made under
Pay Item and Pay Unit
The pay unit is denoted by ( )
608 01 Concrete Sidewalk 6 — (SF)
608 02 Concrete Access Ramp w/ Truncated Domes — (SF)
608 03 Pedestrian Refuge Island Ramp w/ Truncated Domes — (SF)
608 04 Concrete Driveway Approach w/ Aprons 6 — (SF)
The above prices and payments shall include full compensation for fumishmg all labor materials tools equipment
Techmcal Specs - 32
Horsetooth Road and Ziegler Road Roundabout
Date January 2008
and incidentals and for doing all work involved in constructing concrete sidewalks miscellaneous flatwork, access
ramps drive approaches and driveways complete in place including haul concrete materials finishing the surface
saw cutting joints curing placing dowels and sealing joints as shown on the plans protection from staining existing
concrete from washing the exposed aggregate cutting the plastic used to separate the different colors as specified in
these specifications and as directed by the Engineer
END OF SECTION
Technical Specs - 33
Horsetooth Road and 7regler Road Roundabout Date January 2008
REVISION OF SECTION 609
CURB AND GUTTER
Section 609 of the Standard Specifications is hereby revised as follows
Subsection 609 01 is revised to include the following
This work shall consist of the construction of cast in place vertical 6 inflow curb and gutter 6 outfall curb and
gutter (1 It pan) and 4 mountable curb and gutter (1 ft pan) in accordance with the details and these specifications
The unit price bid per linear foot of curb and gutter no sidewalk includes construction of new curb and gutter
sections complete and in place measured along the flow line Removal of curb and gutter is not included in this
section but will be measured and paid separately as described in Section 202 It is the Contractor's resnonsibdity
accented by the City If traffic control devices are used to protect the work they shall not be paid for separately but
shall be included in the work
Subsection 609 02 is revised to include the following
Proportioning shall conform to the requirements for Class D concrete as described in Section 601
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 Vertical Curb & Gutter— 18 Outfall & Infall (LF)
609 03 4 Mountable Curb w/ 1 Gutter— (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
Technical Specs 34
Horsetooth Road and Ziegler Road Roundabout
MEDIAN COVER MATERIAL
Subsection 610 01 is revised to include the following
Date January 2008
This work shall consist of the construction and installation of exposed aggregate median cover material and 4 thick
splashblock in the areas designated on the drawings The unit price bid per square foot of median cover and splash
block shall include construction of the new median cover and splashblock materials Subgrade preparation for each
of these items is not included in this work and shall be paid for separately under a different item of work Traffic
control for the installation of each of these items shall not be included in this item and shall be paid for separately
under a different item of work
Subsection 610 02 is revised to include the following
Exposed Aggregate Concrete The Exposed Aggregate Concrete shall be Class EA concrete integrally colored
with 1 %2 lbs of Davis Color No 5237 San Diego Buff per sack of cement The surface of the Exposed Aggregate
Concrete shall be sealed and protected from drying by applying Davis W 1000 Clear Cure and Seal or approved
equal San Diego Buff shall be used for all exposed aggregate concrete in the median
Splashblock Splashblock concrete shall be class D concrete integrally colored with 1 V2 Ibs of Davis Color No
5237 SanDiego Buff per sack of cement The concrete shall be stamped according to the latest version of the
Larimer County Urban Area Street Standards
Subsecton 610 05 shall be revised to include the following
The accepted quantities of exposed median aggregate cover and splashblock shall be paid for at the contract unit price
bid per square foot for each of the items listed below
Payment will be made under
Pay Item and Pay Unit
The pay unit is denoted by ( )
61001 Exposed Aggregate Median Cover— San Diego Buff (4 ) — (SF)
61002 4 Splashblock — San Diego Buff — (SF)
The above prices and payments shall include full compensation for famishing all labor materials tools equipment
incidentals and work involved in constructing the exposed aggregate median cover and Splashblock Also included
in the price of the work shall be all necessary saw cutting doweling finishing washing of the exposed aggregate
surface curing compounds and all other items necessary to provide a complete and serviceable product to the
Owner
END OF SECTION
Technical Specs 35
Horsetooth Road and Ziegler Road Roundabout Date January 2008
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
This item shall include the installation of an irrigation meter pit and appurtenances for the roundabout center island
irrigation system This work shall meet the requirements of the most current City of Fort Collins Utilities Standards It
shall be the Contractors responsibility to purchase and familiarize themselves with these specifications They can be
obtained at 700 North Wood Street Fort Collins CO 80521
All work associated with installing the irrigation meter and service 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 for the new service meter pit copper service line material any necessary couplings meter setter
approved meter tracer wire corporation stop and valve box and any other items necessary to provide a fully
complete and serviceable irrigation meter and service line for the roundabout center island
Subsection 619 02 is revised to include the following
% Water Service for Imgation — Backflow preventer meter pit and pressure reducing assembly All materials shall
be per the most current City of Fort Collins details for service lines curb stops and meter pits
4 PVC Sleeve Under Sidewalk for Imgation Lines — All 4 PVC sleeves shall be PVC C 900 DR 18 pipe
Subsection 619 03 is revised to include the following The contractor will be required to install the irrigation tap
and meter pit to City of Fort Collins standards
Subsection 619 05 is revised as follows
Payment will be made under
Pay Item and Pay Unit
The pay unit is denoted by ( )
619 01 '/ Water Service for Irrigation — Backflow preventer meter pit and pressure reducing assembly — (CIP)
(LS)
619 02 4 PVC Sleeve Under Sidewalk for Imgation Lines — (LF)
The above prices and payment shall include full compensation for tarnishing all labor materials tools equipment
and incidentals and for doing all the work involved in installing ductile iron water pipe and valves connecting to
existing water lines according to the Fort Collins Loveland Water District Standards complete in place as shown on
the plans as specified in these specifications and as directed by the Engineer
END OF SECTION
Technical Specs 36
Horsetooth Road and 7segier Road Roundabout Date January 2008
REVISION OF SECTION 630
TRAFFIC CONTROL DEVICES
Section 630 of the Standard Specifications is hereby revised as follows
Subsection 630 01 shall be revised as follows
This work shall consist of furnishing installing moving maintaining and removing temporary traffic signs advance
warning arrows panels barricades channeling devices and delmeators as required by the latest revision of the
Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD) the City of Fort Collins Work
Area Traffic Control Handbook June 1989 with Revisions dated May 29 1991 and the City of Fort Collins
'Design Criteria and Standards for Streets Subsection 14 'Barricades Warning Signs Signal Lights July 1986
This work includes use of the above devices to channelize or direct traffic away from the work zone but does not
include work zone protection It is the Contractors responsibility to protect his work zone and to protect Pedestrians
and Bicyclists from potential hazards arising from lus work until such time as the work has been completed and can
be opened to traffic
Traffic Control Devices shall be measured and paid for under this section based upon a lump sum pay item
In the event of a conflict between the MUTCD criteria and the City s criteria the City's criteria shall govern
Traffic control devices shall be placed and/or stored in the City right of way in such a manner that minimizes the
hazards to pedestrians bicyclists and vehicles Proper placement and storage of traffic control devices will be
subject to the Engineer s discretion
Traffic control devices shall be removed from the site immediately upon completion of the Work but not before the
concrete has cured sufficiently to allow vehicular traffic to use it
Message Boards —Will be placed to the plan designed by the City of Fort Collins This item will be paid for per
day (Day)
Traffic Control — The scope for the traffic control has been described under Section 01580 Traffic Regulation
This item will be paid for as a lump sum (LS)
Subsection 630 02 shall include the following
All traffic control devices placed for this project must meet or exceed the minimum standards set forth in the
MUTCD All traffic control devices shall be clean and in good operating condition when delivered and shall be
maintained in that manner on a daily basis All traffic control devices shall be clearly marked and free of crossed out
information or any other form of defacement that detracts from the purpose for which they are intended (i a crossed
out information information written in long hand style etc )
Additionally any sign blank with sign faces on both sides must have the back sign face covered when in use to avoid
confusion to motorists traveling in the opposite direction and other potentially affected parties such as residents
affected by any information the sign may present
Subsection 630 05, the second paragraph shall include the following
The reflective material shall be AP 1000 Polyester (Reflexite Corporation) 3M Type III or Transparent (Reflexite
Corporation) Vinyl material is not acceptable unless its brightness is equivalent to or greater than the types named
as approved by the Engineer
Subsection 630 08 shall be revised as follows
Technical Specs 37
Horsetooth Road and Ziegler Road Roundabout
Tra c control on this Eto ect is the responsibility of the Contractor
Date January 2008
For this project a Traffic Control Plan shall be prepared The Traffic Control Plan shall be submitted for
approval to the Traffic Division by 12 00 noon, two working days prior to the commencement of work
(Note Traffic Control Plans for work done on Monday and Tuesday shall be submitted the previous Friday
by 9 00 a in ) Facsimiles of plans shall not be allowed No phase of the construction shall start until the Traffic
Control Plan has been approved Failure to have an approved Traffic Control Plan shall constitute cause for the City
to stop work as well as the Contractors forfeiture of payment for all work and materials at that location with no
adjustment in the contract time
The Traffic Control Plan shall include as a minimum the following
(1) A detailed diagram which shows the location of all sign placements including advance
construction signs (if not previously approved) fines doubled for speeding signs and speed limit
signs method length and time duration for lane closures and location of flag persons
(2) A tabulation of all traffic control devices shown on the detailed diagram including but not limited
to construction signs vertical panel vertical panel with light Type I Type II and Type III
barricades cones drum channeling devices advance warning flashing or sequencing arrow panel
Certain traffic control devices may be used for more than one operation or phase However all
devices required for any particular phase must be detailed and tabulated for each phase
(3) Number of flaggers to be used
(4) Parking Restrictions to be in affect
Approval of the proposed method of handling traffic is intended to indicate minimum devices needed to control
traffic Such approval does not relieve the Contractor of liability specifically assigned to him under this contract
Parking Restrictions shall be clearly shown on the Traffic Control Plan including the location and quantity of NO
PARKING signs the date to be placed and the date to be removed Failure to have an approved Traffic Control
Plan including the Parking Restriction information listed above shall constitute cause for the City to stop work as
well as the Contractors forfeiture of payment for all work and materials at that location with no adjustment in the
contract time
Subsection 630 09 shall be revised as follows
Traffic Control Management shall be performed by a Traffic Control Supervisor (TCS) The TCS(s) shall possess a
valid Driver's License a current American Traffic Safety Services Association (ATSSA) certification as a Worksite
Traffic Control Supervisor or Colorado Contractors Association (CCA) certification as a Traffic Control Supervisor
(Proof of certification shall be presented to the City Traffic Control Manager and when requested by a City
representative for each TCS utilized on this project )
This Project will require a full time Traffic Control Supervisor (TCS)
The TCS shall have a minimum of one-year experience as a certified TCS The TCS shall be on site at all
times during the construction Qualifications shall be submitted to the Engineer for approval a minimum of
Technical Specs 38
Horsetooth Road and Ziegler Road Roundabout
one week prior to commencement of the work
Date January 2008
The TCS shall be equipped with a cellular phone The cost of this phone shall be incidental to the work The
TCS cellular phone number will be made available to the Engineer, Inspector, and the General Contractor
It is the intent of the specifications that the TCS be the same person throughout the project If the TCS is to
be replaced dunng the project, the Engineer shall be given a mimmum of one (1) weeks notice and
qualifications shall be submitted for approval of the TCS replacement
Payment for the TCS shall be included in the lump sum pay item
The TCS s duties shall include but not be limited to
(1) Preparing revising and submitting Traffic Control Plans as required
(2) Direct supervision of project flaggers
(3) Coordinating all traffic control related operations including those of the Subcontractors City
Streets Department and suppliers
(4) Coordinating project activities with appropriate police and fire control agencies Transfort school
districts and other affected agencies and parties prior to construction
(5) Maintaining a protect traffic control diary which shall become part p the City s project records
(6) Inspecting traffic control devices on every calendar day for the duration of the project
(7) Insuring that traffic control devices are functioning as required
(8) Overseeing all requirements covered by the plans and specifications which contribute to the
convenience safety and orderly movement of traffic
(9) Flagging
(10) Setting up and maintaining traffic control devices
(11) Attending weekly progress meetings as requested by the Engineer and/or Contractor
(12) Shall perform a minimum of Five (5) complete site checks per day during day light hours
including weekends and/or as requested by the City of Fort Collins representatives
Traffic control management shall be maintained on a 24-hour per day basis The Contractor shall make
arrangements so that the Traffic Control Supervisor or their approved representative will be available on
every working day, "on call" at all times and available upon the Engineer's request at other than normal
working hours
All traffic control devices shall be placed under the supervision of a Traffic Control Supervisor
The Traffic Control Supervisor shall have up to date copies of the City of Fort Collins Work Area Traffic Control
Handbook" and Part VI of the MUTCD pertaining to traffic controls for street and highway construction available
at all times
Subsection 630 13 shall be revised as follows
Technical Specs - 39
Horsetooth Road and Ziegler Road Roundabout
Date January 2008
The Contractor shall supply and pay all costs associated with the traffic control for tlus project Traffic Control
devices as per the provided traffic control plans are minimum requirements additional devices signage may be
required after initial set up is completed This applies to all phases of this project
The accepted quantities will be paid for at the contract unit price for each of the pay items listed below
Payment will be made under
Pay Item and Pay Unit
The pay unit is denoted by ( )
630 01 Traffic Control —(LS)
Flaggers and all incidental equipment will not be measured and paid for separately but shall be included in the
Work The flaggers shall be provided with electronic communication devices when required These devices will not
be measured and paid for separately but shall be included in the Work
The cost of batteries electricity and/or fuel for all lighting or warning devices shall not be paid for separately but
shall be considered subsidiary to the item and shall be included in the Work Sandbags will not be measured and
paid for separately but shall be included in the Work The Contractor may provide larger construction traffic signs
than those typically used in accordance with the MUTCD if approved however no additional payment will be made
for the IaYger signs The City shall not be responsible for any losses or damage due to theft or vandalism
SPECIAL CONDITIONS FOR WORK ON ARTERIALS AND COLLECTORS
NOTE Cross street traffic shall be maintained at all times unless authorized by the Engineer in writing
NOTE Full closures on arterials and collectors including those listed above will be allowed under extreme
circumstances and only upon approval by the Engineer and City Traffic Division Plans shall be approved a
minimum of one week prior to the commencement of work and/or the time required to adequately notify the
public through the media
NOTE The General Specifications provides additional details on allowed closures along Harmony Road and Ziegler
Road
SPECIAL CONDITIONS FOR WORK ON RESIDENTIAL STREETS
NOTE Full closures on all residential streets shall be allowed as shown on the traffic control plans only if
approved by the City Traffic Division
END OF SECTION
Technical Specs 40
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
]]li 1 N C • ■ ! • • A T ! ■
SUBGRADE INVESTIGATION
HORSETOOTH AND ZIEGLER
ROADS ROUNDABOUT
FORT COLLINS, COLORADO
Prepared for
CITY OF FORT COLLINS
Engineering Department
281 North College Avenue
P 0 Box 580
Fort Collins, Colorado 80522-0580
Attention Mr Chris Parton
Project No FC04210-136
November 13, 2007
351 Linden Street I Suite 140 1 Fort Collins Colorado 80524
Telephone 970 206 9455 Fax 970 206 9441
la
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 5
FIGURE 1 - LOCATIONS OF EXPLORATORY BORINGS
FIGURE 2 - SUMMARY LOGS OF EXPLORATORY BORINGS
APPENDIX A - LABORATORY TEST RESULTS
CITY OF FORT COLLINS- ENGINEERING DEPARTMENT
SUBGRADE INVESTIGATION
NORSETOOTN AND LEGLER ROADS ROUNDABOUT
CTLITPROIECTNO FC MO-133
T
SCOPE
This report presents the results of our subgrade investigation for the widening
of a portion of Ziegler Road and a new roundabout at the Intersection of Horsetooth
and Ziegler Roads in Fort Collins, Colorado (Figure 1) We believe our report is in
general conformance with Chapter 5 of the Latimer County Urban Areas Street
Standards" dated January 2, 2001 (repealed and reenacted April 1, 2007) as adopted
by the City of Fort Collins The City requires submittal of this Subgrade Investigation
that addresses the type and pavement support characteristics of the subgrade sods
present at the site After the City has reviewed the subgrade investigation, design
traffic data will be provided by the City and the design portion of the Investigation
Including pavement section recommendations will be completed
Our report includes a description of the subgrade sods 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 Latimer County Urban Area Street Standards, the Colorado
Department of Transportation (COOT) 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 site consists of the intersection of Horsetooth and Ziegler Roads and the
east side of Ziegler Road from Charlie Lane to Horsetooth Road in east Fort Collins,
Colorado Ziegler Road Is paved full -width with curb and gutters south of Charlie
Lane The east side (northbound lane) of Ziegler Road narrows north of Charlie Lane
with no curb and gutter Horsetooth Road Is paved the full -width with curb and
gutter The alignment of Ziegler Road has a gradual slope to the north Land -use of
the area Is generally residential and rural -residential
CITY OF FORT COLLINS - ENGINEERING DEPARTMENT
SUSGRADE INVESTIGATION
HORSETOOTH AND 21EGLER ROADS ROUNDABOUT
CTL I T PROJECT NO FC04210-135
Ir
FIELD AND LABORATORY INVESTIGATION
Our field investigation consisted of seven borings drilled to a depth of 10 feet
Borings were drilled at approximate 450-foot spacing along the east side of Ziegler
Road, outside of paved areas in accessible areas The approximate locations of our
borings are shown on Figure 1 The borings were drilled on October 24, 2007 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-1
Hveem stabilometer testing (R-Value) will be performed on a composite sample
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 subgrade material encountered beneath the surface generally consisted of
sandy to very sandy clays with slight amounts to traces of gravel Roadbase
materials were encountered in the upper levels of TH-1 and TH-4 Sandy, clay fill
materials were encountered In the upper levels of TH-2 No ground water was
observed in the borings
Cm' OF FORT COLLINS - ENGINEERING DEPARTMENT
SUBGRADE INVESTIGATION 2
HORSETOOTI AND LEGLER ROADS ROUNDABOUT
CTL I T PROJECT NO FC04210-135
Ir
Samples of the sandy clay tested in the laboratory contained between 22 and
37 percent clay and slit -sized particles (passing the No 200 sieve), had liquid limits
between 50 and 60, and plasticity indices between 22 and 26 The samples classified
as A-6 in accordance with the AASHTO classification method with group indices
ranging from 7 to 12
Four samples of the sandy clay tested for swell potential swelled from 0 4 to
15 percent when wetted under application of a 150-psf pressure Based on the
results of laboratory testing and City of Fort Collins requirements, we believe that
swell mitigation will not be required
SUBGRADE PREPARATION
Our laboratory tests indicate that most of the shallow subgrade sods have
moisture contents that are near the plastic limits This suggests that unprepared
subgrade sods may yield under equipment during paving We believe most of the
subgrade soils will require stabilization in order to establish a firm subgrade before
paving However, the possibility exists that conventional moisture treatment and
compaction may result in firm subgrade 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 scarified a minimum of 18 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)
Scarification and recompaction of the upper 18 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
CITY OF FORT COLLINS - ENGINEERING DEPARTMENT
SUBGRADE INVESTIGATION 3
HORSETOOTH AND ZIEGLER ROADS ROUNDABOUT
CTL I T PROJECT NO FC04210.135
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 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 may be 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 sods may be a more
effective alternative
SOLUBLE SULFATES
A water-soluble sulfate concentration of 0 010 percent was measured in two
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 The
result Indicates Class 0 (formerly "negligible' ) exposure to sulfate attack on concrete
(e g curb and gutter or pavements) 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
SUBGRADE INVESTIGATION 4
NORSEfOOTN AND ZIEGLER ROAD$ ROUNDABOUT
CTLiTPROJECTNO FCOMO-135
IF
LIMITATIONS
The subgrade Investigation, conclusions, and recommendations included In
this report are based upon our field observations, laboratory testing, and design
criteria required by the City of Fort Collins and the AASHTO design guide The report
will be amended to Include Hveem stabdometer tests and pavement section design
recommendations following review and approval by the City of Fort Collins
We believe the geotechmcal 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 geotechmcal point of view,
please call
Ego v av s�„
CTL I THOMPSON, INC
r yf— 3 a
AI G
LomaaW Finley CPG nm9�tio ��
Senior Geologist F/F� SOS s5 01
Reviewed by0 RE
G UADq
�s
R B "Chip" L
Geotechnical
CRY OF FORT COLLINS - ENGINEERING DEPARTMENT
SUBGRADE INVESTIGATION 5
HORSETOOTH AND ZIEGLER ROADS ROUNDABOUT
CTL I T PROJECT NO FC00210.135
APPROX SCALE i=2W
0
E HORSETOOTH RD
j
TH-4
0
Q
O
w
J
w
W
N
9M
E HORSETOOTH RD
SITE
R
E HARMONY RD
VICINITY MAP
(FORT COLLINS AREA)
NOT TO SCALE
INDICATES APPROXIMATE
LOCATION OF EXPLORATORY
BORING
Locations of
Exploratory
Borings
CT' OF FORT COLONS
HORSETOOTH AND LEOLER ROADS ROUNDABOUT
CTLI T PROJECT NO FOX21MW FIGURE 1
TH 1 TH 2 TH 3 TH-4 IF
a� 0�8/12 ol 10/12 25/12 15/12
5/12 8/12 8/12 7112
5op 5
i
ru 4
w 17/12 8/12 17/12 17/12 W
x 10 10 x
a IL
w w
� — G
15 15
0
20
LEGEND
SIMI
L. ()I ROADBASE
Li
® FILL SANDY CLAY STIFF AND CLAYEY SAND DENSE SLIGHTLY GRAVELLY BROWN
CLAY SANDY TO VERY SANDY SLIGHTLY GRAVELLY MOIST STIFF BROWN REDDISH
1 BROWN (CL)
DRIVE SAMPLE THE SYMBOL 8/12 INDICATES 8 BLOWS OF A 140-POUND HAMMER
FALLING 30 INCHES WERE REQUIRED TO DRIVE A 2 5 INCH O D SAMPLER 12 INCHES
BULK SAMPLE FROM AUGER CUTTINGS
NOTES
1 THE BORINGS WERE DRILLED ON OCTOBER 24 2007 USING 4-INCH DIAMETER
CONTINUOUS FLIGHT AUGERS AND A TRUCK MOUNTED DRILL RIG
2 THESE LOGS ARE SUBJECT TO THE EXPLANATIONS LIMITATIONS AND CONCLUSIONS IN
THIS REPORT
SUMMARY LOGS OF EXPLORATORY BORINGS
17
HOR ETOOTHANDZIEGlERROADSROUNGASOM FIGURE 2
CRITPROJECTNO FCD4216JW
■I o
APPENDIX A
LABORATORY TEST RESULTS
CRY OF FORT COLLWS - ENGINEERING DEPARTMENT
SUBGRADE INVESTIGATION
NORSETOOTN AND 23EGLER ROADS ROUNDABOUT
C1L I T PROJECT NO FC04210-135
4 Construction surveying is to be provided by the Contractor
Section 00520 is revised as follows
Section 3 1 The Work shall be Substantially Complete within One Hundred Five
(105) calendar 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 fifteen (15) calendar
days after the date of substantial completion
Section 3 2 Liquidated Damages
1) Liquidated Damages
One Thousand Seven Hundred Seventy Eight Dollars ($1 778) that expires after the
One Hundred Five (105) calendar day period for Substantial Completion of the Work
until the Work is Substantially Complete
2) Final Acceptance After Substantial Completion Six Hundred Dollars ($600) for
each calendar day or fraction thereof that expires after the fifteen (15) calendar day
period for Final Payment and Acceptance until the Work is ready for Final Payment
and Acceptance
A quantity was added in the bid schedule for Alternate Bike Ramps with 6
Curbheads The applicable areas for this pay item are delineated on the revised
surfacing plan as Concrete G Section 608 of the technical specifications was
revised to describe measurement and pay The revised specification for this item is
included with this addendum
Please contact John D Stephen CPPO CPPB Senior Buyer at (970) 221-6777 with any
questions regarding this addendum
RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT
ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN
RECEIVED
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
4 0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE
4 1 It is the responsibility of each Bidder, before submitting a Bid,
to (a) examine the Contract Documents thoroughly, (b) visit the site to
familiarize himself with local conditions that may in any manner affect
cost, progress or performance of the Work, (c) familiarize himself with
federal, state and local laws, ordinances, rules and regulations that may
in any manner affect cost, progress or performance of the Work, (d) study
and carefully correlate Bidder's observations with the Contract
Documents, and (e) notify Engineer of all conflicts, errors or
discrepancies in the Contract Documents
4 2 Reference is made to the Supplementary Conditions for
identification of Subsurface and Physical Conditions SC-4 2
4 3 The submission of a Bid will constitute an incontrovertible
representation by Bidder that Bidder has complied with every requirement
of this Article 4, that without exception the Bid is premised upon
performing and furnishing the Work required by the Contract Documents and
such means, methods, techniques, sequences or procedures of construction
as may be indicated in or required by the Contract Documents, and that
the Contract Documents are sufficient in scope and detail to indicate and
convey understanding of all terms and conditions for performance and
Rev 10/20/07 Section 00100 Page 2
3
2
1
EXPANSION UNDER CONSTANT
PRESSURE DUE TO WETTING
of 10
APPLIED PRESSURE KSF
Sample of CLAY SANDY (CL)
From TH 1 AT 2 FEET
3
2
1
z
O o
as
a
d
x 1
a'
z
O 2
w
a 3
O
U
EXPANSION UNDER CONSTANT
PRESSURE DUE TO WETTING
01 10
APPLIED PRESSURE KSF
Sample of CLAY SANDY(CL)
From TH 2 AT 2 FEET
CITY OF FORT COLLINS ENGINEERING DEPARTMENT
HORSETOOTH & ZIEGLER ROADS ROUNDABOUT
PROJECT NO FC04210 135
'A
10 100
DRY UNIT WEIGHT= 106 PCF
MOISTURE CONTENT= 181 %
10 too
DRYUNITWEIGHT= 105 PCF
MOISTURE CONTENT= 207 %
Swell Consolidation
Test Results
FIGURE A 1
3
2
1
Z 0
0
N
Z
IL +
w
0
Z 2
0
H
1n
W
1C 3
a
0
0
qu
EXPANSION UNDER CONSTANT
PRESSURE DUE TO WETTING
01 10
APPLIED PRESSURE KSF
Sample of CLAY SANDY (CL) _
From TH 3 AT 2 FEET
3
2
1
0 o
y
Z
a
CL
K +
W
e
0 2
9
UJ
S
a 3
0
U
i
IF
10 too
DRY UNIT WEIGHT= 107 PCF
MOISTURE CONTENT= 9 9 %
EXPANSION UNDER CONSTANT
PRESSURE DUE TO WETTING _
01 10
APPLIED PRESSURE KSF
Sample of CLAY SANDY (CL)
From TH-4 AT 4 FEET
CITY OF FORT COLLINS ENGINEERING DEPARTMENT
HORSETOOTH & ZIEGLER ROADS ROUNDABOUT
PROJECT NO FC04210-135
i
10 100
DRY UNIT WEIGHT= 117 PCF
_
MOISTURE CONTENT= 11 9
Swell Consolidation
Test Results
FIGURE A 2
Li
es--aaeeaa���_
tea-__
�ss�oeaaaa_-�
�Mal
=
Sample of CLAY SANDY (CL)
From TH 1 AT 0 5 TO 4 FEET
GRAVEL 0 % SAND 40 %
SILT & CLAY 60 % LIQUID LIMIT 46
PLASTICITY INDEX 26
Will
,
Sample of CLAY SANDY (CL) _
From TH 2 AT 0 5 TO 4 FEET
CITY OF FORT COLLINS ENGINEERING DEPARTMENT
HORSETOOTH & ZIEGLER ROADS ROUNDABOUT
PROJECT NO FO04210 135
GRAVEL 0 % SAND 41 %
SILT & CLAY 59 % LIQUID LIMIT 36
PLASTICITY INDEX 22
Gradation
Test Results
FIGURE A 3
HYDROMETER ANALYSIS I SIEVE ANALYSIS
25 HR ] HR TIME READINGS US STANDARD SERIES CLEAR SQUARE OPENINGS
45 MN 18 MIN W MIN 19 MIN 4 MIN 1 MIN 200 IN W 40 W 1S 10 8 4 318 34 1% 3 55 r
90
--
_—�--+-+
—
— �r
y10
W
y 20
70
_ _
30
a
y W
M
__ -+
1r-
6
_
50
W
~]0
SO
10
W
001
0002 OX ON 019 037 074 149 297
0425W 119 202M 476 952 191 W1 7a2 121 2WW
52
DIAMETER OF PARTICLE IN MILLIMETERS
CLAY (PLASTIC) TO SILT (NON -PLASTIC)
SANDS
GRAVEL
FINE MEDIUM COARSE
FINE I COARSE COBBLES
Sample Of CLAY SANDY (CL)
From TH 4 AT 4 FEET
GRAVEL 6 % SAND 44 %
SILT & CLAY 50 % LIQUID LIMIT 35
PLASTICITY INDEX 22
HYDROMETER ANALYSIS I SIEVE ANALYSIS
25 HR ] HR TIME READINGS U S. STANDARD SERIES CLEAR SQUARE OPENINGS
146MN 15MIN WMIN 19MIN 4MN IMIN '200 100 50 44) W 18 10 8 4 318 34 1% 3 58 S0
BO_
t
—
-
20
270
W
150
6
- - -
- -
- -
- -
-
-_
20
W
90
0
100
W1
0002 005 009 019 037 074 149 2" SOO 119 20238 478 952 191 3S1 752 127 200
042 52
DIAMETER OF PARTICLE IN MILLIMETERS
CLAY (PLASTIC) TO SILT (NON PLASTIC)
GRAVEL
FINE lCOARSE1
FINE I COARSE COBBLES
Sample of
From
CRY OF FORT COLLINS ENGINEERING DEPARTMENT
HORSETOOTH 6 ZIEGLER ROADS ROUNDABOUT
PROJECT NO FC04210135
GRAVEL 0/ SAND /0
SILT & CLAY % LIQUID LIMIT
PLASTICITY INDEX
Gradation
Test Results
FIGURE A 4
TABLE A4
SUMMARY OF LABORATORY TEST RESULTS
BORING
DEPTH
SAMPLE
MOISTURE
DRY
PASSING
ATTERBERG LIMITS
CLASSIFICATION
SWELL
R
WATER
SOLUBLE
SOIL TYPE
LIQUID
PLASTICITY
AASHTO
USC
NO
(feet)
TYPE
CONTENT
DENSITY
NO 200
LIMIT
INDEX
(GROUP INDEX)
160 PSF
VALUE
SULFATES
%
PCF
SIEVE %
%
o�
TH 1
0 5 to 4
BULK
18 7
595
40
26
A 12
CL
0 010
CLAY SANDY CL
TH 1
TH 1
2
C
18 1
106 3
CL
0 9
CLAY SANDY JCQ
TH 1
4
9
C
C
174
88 9
CL
CLAY SANDY Cl
TH 2
0 5 to 4
BULK
18 2
166
1087
586
36
22
CL
CLAY SANDY CL
TH 2
2
C
20 7
104 6
A 10
CL
CLAY SANDY CL
TH 2
4
C
215
979
CL
0 4
CLAY SANDY CL
TH 2
9
C
194
962
CL
CLAY SANDY CL
TH 3
2
C
9 8
107 0
CL
CLAY SANDY CL
TH 3
4
C
CL
13
0 010
CLAY SANDY CL
TH 3
9
C
14 a
238
967
CL
CLAY SANDY CL
TH 4
2
C
167
CL
CLAY SANDY Cl
TH 4
4
C
11 9
1166
503
35
22
A 7
CL
CL
is
CLAY SANDY CL
CLAY SANDY CL
TH4
9
C
198
987
CLI
ICLAY
SANDY CL
CTLIT PROJECT NO FC04210-135
Page 1 of 1
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
substantially
(the Contract
days within which, or the date by which the Work is to be
complete and also completed and ready for Final Payment
Times) are set forth in the Agreement
Rev 10/20/07 Section 00100 Page 3
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
11 2 Bid Forms must be complete in ink or typed All lump sum prices
Rev 10/20/07 Section 00100 Page 4
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
any extension thereof made by addendum Bids received after the time and
Rev 10/20/07 Section 00100 Page 5
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 forty-five (45) days after the day of the
Bid Opening, but OWNER may, in his sole discretion, release any Bid and
return the Bid Security prior to that date
17 0 AWARD OF CONTRACT
17 1 OWNER reserves the right to reject any and all Bids, to waive any
and all informalities not involving price, time or changes in the Work,
to negotiate contract terms with the Successful Bidder, and the right to
disregard all nonconforming, nonresponsive, unbalanced or conditional
Bids Also, OWNER reserves the right to reject the Bid of any Bidder if
OWNER believes that it would not be in the best interest of the Project
to make an award to that Bidder, whether because the Bid is not
responsive or the Bidder is unqualified or of doubtful financial ability
or fails to meet any other pertinent standard or criteria established by
OWNER Discrepancies between the indicated sum of any column of figures
Rev 10/20/07 Section 00100 Page 6
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 major
items of materials and equipment proposed for incorporation in the Work
when such data is required to be submitted prior to the Notice of Award
17 4 OWNER may conduct such investigations as OWNER deems necessary to
assist in the evaluation of any Bid and to establish the responsibility,
qualifications and financial ability of the Bidder's proposed
Subcontractors, Suppliers and other persons and organizations to do the
Work in accordance with the Contract Documents to OWNER's satisfaction
within the prescribed time
17 5 If the Contract is to be awarded, it will be awarded to the lowest
responsive and responsible Bidder whose evaluation by OWNER indicates to
OWNER that the award will be in the best interest of the OWNER Award
shall be made on the evaluated lowest base bid excluding alternates The
basis for award shall be the lowest Bid total for the Schedule or, in the
case of more than one schedule, for sum of all schedules Only one
contract will be awarded
17 6 If the Contract is to be awarded, OWNER will give the Successful
Bidder a Notice of Award within forty-five (45) days after the date of
the Bid opening
18 0 CONTRACT SECURITY
The General Conditions and the Supplementary Conditions set forth OWNER's
requirements as to performance and other Bonds When the Successful
Bidder delivers the executed Agreement to the OWNER, it shall be
accompanied by the required Contract Security
19 0 SIGNING OF AGREEMENT
When OWNER gives a Notice of Award to the Successful Bidder, it will be
accompanied by the required number of unsigned counterparts of the
Agreement with all other written Contract Documents attached Within
fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the
required number of counterparts of the Agreement and attached documents
Rev 10/20/07 Section 00100 Page 7
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 rejected and reported to authorities as such Your
authorized signature of this Bid assures that such Bid is genuine and is
not a collusive or sham Bid
24 0 BID RESULTS
For information regarding results for individual Bids send a self-
addressed, self -stamped envelope and a Bid tally will be mailed to you
Bid results will be posted in the Purchasing office seven (7) days after
the Bid Opening
END OF SECTION
Rev 10/20/07 Section 00100 Page 8
SECTION 00300
04-110 i] UT]
SECTION 00300
BID FORM
PROJECT 6082 Horsetooth-Ziegler Roundabout and Ziegler Road Improvements
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
($ ) 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
BID SCHEDULE (Base Bid)
Item
No
Item Descri tion
Quantity
Unit
Unit
Price
Total
Cost
,y
201-01
Clearing and Grubbing
1
LS
202-01
Remove Curb and Gutter
850
LF
202-02
Remove Concrete Sidewalk
2700
SF
202-03
Remove Asphalt - Full Depth 4 -8
3950
SY
202-04
Remove Type R Inlet
1
EA
202-05
Remove Wire Fence
80
LF
202-06
Remove Pie
55
LF
202-07
Remove Asphalt Drive
130
SY
202-08
Remove Gravel Drive
180
SY
203-01
Unclassified Excavation
3500
CY
203-02
Embankment
2800
CY
203-03
Haul and Dispose of Excess Material
700
CY
203-04
Muck Excavation
100
CY
203-05
6 Screened Imported Topsoil in Parkway Areas
225
CY
203-06
Roundabout Center Island Fill - 60/40 Mix
250
CY
203-07
S lashblock/Hardsca a Shaping
2050
SF
203-08
Flowable Fill Over Utilities
100
CY
203-09
Potholinq
50
EA
208-01
Erosion Control
1
LS
210-01
Adjust Manhole Ring/Cover
5
EA
210-02
Modify Manhole
5
EA
210-03
-Adjust Valve Box
5
EA
210-04
Relocate Fire Hydrant
1
EA
210-05
Relocate Meter Pit
2
EA
210-06
Remove and Reset Mailbox
2
EA
210-07
Remove & Replace Split Rail Fence
515
LF
210-08
Remove & Replace Brick Fence Corner Posts
1
EA
304-01
Aqq Base Course - Class 5 or 6 - 6" Depth
1300
TON
306-01
Sidewalk Preparation
1511
SY
306-02
Sidewalk Reconditioning - 8
100
SY
403-01
HBP - Grading S - 2 Depth PG 64-28
324
TON
403-02
HBP - Grading S - 2 75 Depth PG 64-22
135
TON
403-03
HBP - Grading S 2 Depth PG 64-22
324
TON
403-04
HBP - Grading SG - 5 Depth 58-28
1080
TON
403-05
HBP Grading SG Asphalt Patching 58-28
10
TON
412-01
Concrete Pavement - 8 5"
2600
SY
412-02
Concrete Truck Apron - 8 5 - Tile Red
330
SY
412-03
Enhanced Cross Walk - 8 5 - Tile Red w/ Stamped Border
200
SY
506-01
15 x6 x18" Type ' L Buried Rip -Rap w/Bedding and 6
Topsoil
1
EA
Rev 10/20/07 Section 00300 Page 2
BID SCHEDULE
ADDENDUM No 1
6082 Horsetooth Ziegler Roundabout and Ziegler Road Improvements
Item
No Item Description Q,uantity Unit Unit Price Total Cost
201-01
Cleann and Grubbm
1
LS
20201
Remove Curb and Gutter
850
LF
20202
Remove Concrete Sidewalk
2700
SF
20203
Remove Asphalt Full Depth (4
8)
3950
SY
20204
Remove Type R Inlet
1
EA
202-05
Remove Wire Fence
80
LF
202-06
Remove Pie
55
LF
202-07
Mill Asphalt Drive & Leave in Place
- Driveway for Warren Property
1210
SY
202-08
Remove Gravel Drive
180
SY
20301
Unclassified Excavation
3500
CY
20302
Embankment
2800
CY
20303
Haul and Dispose of Excess
Material
700
CY
20304
Muck Excavation
100
CY
20305
6 Screened Imported Topsoil in
Parkway Areas
225
CY
20306
Roundabout Center Island Fill -
60/40 Mix
250
CY
203-07
S lashblock/Hardsca a Shaping
2050
SF
203-08
Flowable Fill Over Utilities
100
CY
20309
Potholing
50
EA
20801
Erosion Control
1
LS
210-01
Adjust Manhole Ring/Cover
5
EA
506-02
10 x6'x18 Type "L' Buried Rip -Rap w/Bedding and 6'
Topsoil
2
EA
506-03
5 x5'x18 Type "L Buried Rip -Rap w/Beddin and 6" Topsoil
1
EA
506-04
Cobble in Tree Wells incl Weed Barrier Underla ment
20
TON
508-01
Timber Tree Well
500
SF
603-01
15 RCP Class III
33
LF
603-02
18 RCP Class 111
55
LF
603-03
15 RCP FES Class III
2
EA
603-04
18 RCP FES Class III
2
EA
603-05
4 Median Underdrain Pie Perforated
70
LF
603-06
4 Median Underdrain Clean Out
1
EA
603-07
4 Median Underdrain Connection to Existing Storm Sewer
1
EA
604-01
Double Type 13 Inlet
1
EA
607-01
4-Wire Smooth Wire Fence
305
LF
608-01
Concrete Sidewalk - 6'
13600
SF
608-02
Concrete Access Ram w/ Truncated Domes
925
SF
608-03
Pedestrian Refuge Island Ram w/ Truncated Domes
570
SF
608-04
Concrete Driveway Approach w/A rons - 6
552
SF
609-01
Vertical Curb and Gutter 30"
2400
LF
609-02
Vertical Curb and Gutter - 18 Outfall and Infall
1750
LF
609-03
4 Mountable Curb w/ 1 Gutter
260
LF
610-01
Exposed Aggregate Median Cover - San Diego Buff 4
4300
SF
610-02
4 S lashblock San Diego Buff
2050
SF
61901
3/4' Water Service for Irrigation - Backflow Preventer Meter
Pit Pressure Reducing Assembly CIP
1
LS
619-02
4 PVC Sleeve Under Sidewalk for Irrigation Lines
100
LF
-
Bonds & Insurance
1
LS
625-01
Construction Surveying
1
LS
626-01 1
Mobilization
1
LS
630-01 1
Traffic Control
1
LS
Total
DOLLARS
PUTAL IN WORDS
Rev 10/20/07 Section 00300 Page 3
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
CONTRACTOR BUSINESS NAME
0d
Signature
Printed Name
License Number (If Applicable)
(Seal - if Bid is by corporation)
Attest
Address
Telephone
Email
Check One
Individual Doing Business in Company Name
Corporation
Partnership
Date
Title
Rev 10/20/07 Section 00300 Page 4
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
BID BOND
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, 6082 Horsetooth-Ziegler Roundabout and
Ziegler Road Improvements
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)
0
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's
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 your
If so, where and why?
9 Have your ever defaulted on a contract>
If so, where and why?
10 Are you debarred by any government agency?
If yes list agency name
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')
18 Are you licensed as a General CONTRACTOR?
If yes, in what city, county and states What
class, license and numbers?
19 Do you anticipate subcontracting Work under this
Contract's
If yes, what percent of total contract
and to whom>
20 Are any lawsuits pending against you or your firm at this time'
IF yes, DETAIL
Rev 10/20/07 Section 00420 Page 2
21 What are the limits of your public liability> DETAIL
What company'?
22 What are your company's bonding limitations>
23 The undersigned hereby authorizes and requests any person, firm or
corporation to furnish any information requested by the OWNER in
verification of the recital comprising this Statement of Bidder's
Qualifications
Dated at this day of , 20
Name of Bidder
By
Title
State of
County of
being duly sworn deposes and says that he
is of and that
(name of organization)
the answers to the foregoing questions and all statements therein contained
are true and correct
Subscribed and sworn to before me this day of , 20
Notary Public
My commission expires
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 10- of the contract
ITEM
SUBCONTRACTOR
Section 00430 Page 1
SECTION 00500
AGREEMENT FORMS
00510 Notice of Award
00520 Agreement
00530 Notice to Proceed
BID SCHEDULE
ADDENDUM No 1
6082 Horsetooth Ziegler Roundabout and Ziegler Road Improvements
21002
Modify Manhole
5
EA
21003
Adjust Valve Box
5
EA
21004
Relocate Fire Hydrant
1
EA
210-05
Relocate Meter Pit
2
EA
210-06
Remove and Reset Mailbox
2
EA
Remove & Replace Split Rail
21007
Fence
515
LF
Remove & Replace Brick Fence
21008
Corner Posts
1
EA
Agg Base Course (Class 5 or 6)
30401
6 Depth
1460
TON
306-01
Sidewalk Preparation
SY
306-02
Sidewalk Reconditioning 8
E151
SY
HBP Grading S 2 Depth (PG
40301
64 28)
380
TON
HBP Grading S - 2 75 Depth (PG
40302
64 22
TON
HBP Grading S 2 Depth (PG
H380
403-03
64 22
TON
HBP Grading SG 5 Depth (58-
403-04
28)
1220
TON
HBP - Grading SG Asphalt
403-05
Patching 58 28
50
TON
HBP - Grading S 2 Depth (PG
64-22) Driveway for Warren
40306
Property
130
TON
412-01
Concrete Pavement - 8 5
2560
SY
Concrete Truck Apron - 8 5 Tile
412-02
Red
330
SY
Enhanced Cross Walk - 8 5 Tile
41203
Red w/ Stamped Border
200
SY
15x6x18 Type L Buried Rip -Rap
50601
w/Beddin and 6 Topsoil
1
EA
10x6x18 Type L Buned Rip -Rap
506-02 w/Beddm and 6' Topsoil
2
EA
SECTION 00510
NOTICE OF AWARD
Date
TO
PROJECT 6082 Horsetooth-Ziegler Roundabout and Ziegler Road Improvements
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 6082 Horsetooth-Ziegler Roundabout and Ziegler
Road Improvements
The Price of your Agreement is
Three (3) copies of each of the proposed Contract Documents (except Drawings)
accompany this Notice of Award Three (3) sets of the Drawings will be
delivered separately or otherwise made available to you immediately
You must comply with the following conditions precedent within fifteen (15)
days of the date of this Notice of Award, that is by 20
1 You must deliver to the OWNER three (3) fully executed counterparts of
the Agreement including all the Contract Documents Each of the Contract
Documents must bear your signature on the cover of the page
2 You must deliver with the executed Agreement the Contract Security
(Bonds) as specified in the Instructions to Bidders, General Conditions
(Article 5 1) and Supplementary Conditions
Failure to comply with these conditions within the time specified will entitle
OWNER to consider your Bid abandoned, to annul this Notice of Award and to
declare your Bid Security forfeited
Within ten (10) days after you comply with those conditions, OWNER will return
to you one (1) fully -signed counterpart of the Agreement with the Contract
Documents attached
0
City of Fort Collins
OWNER
James B O'Neill, II, CPPO, FNIGP
Director of Purchasing & Risk Management
Section 00310 Page 1
SECTION 00520
AGREEMENT
THIS AGREEMENT is dated as of the day of in the year of 20
and shall be effective on the date this AGREEMENT is signed by the City
The City of Fort Collins
(hereinafter called OWNER) and
(hereinafter called CONTRACTOR)
OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set
forth, agree as follows
ARTICLE 1 WORK
CONTRACTOR shall complete all Work as specified or indicated in the Contract
Documents The Project for which the Work under the Contract Documents may be
the whole or only a part is defined as the construction of the 6082
Horsetooth-Ziegler Roundabout and Ziegler Road Improvements and is generally
described in Section 01010
ARTICLE 2 ENGINEER
The Project has been designed by Interwest Consulting Group, 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 One Hundred Twenty
(120) calendar 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
Fifty (150) calendar days after the date when the Contract Times commence to
run
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
Section 00520 Page 1
1) Substantial Completion
One Thousand Dollars ($1,000) for each calendar day or fraction
thereof that expires after the One Hundred Twenty (120) calendar
day period for Substantial Completion of the Work until the Work is
Substantially Complete
2) Final Acceptance
After Substantial Completion, Five Hundred Dollars ($500) for each
calendar day or fraction thereof that expires after the Thirty (30)
calendar day period for Final Payment and Acceptance until the Work
is ready for Final Payment and Acceptance
ARTICLE 4 CONTRACT PRICE
4 1 OWNER shall pay CONTRACTOR for performance of the Work in
accordance with the Contract Documents in current funds as follows ($ ),
$ 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
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 5V completed as determined by ENGINEER, when the retainage equals 5s 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
Section 00520 Page 2
for payment
5 1 2 Upon Substantial Completion payment will be made in an amount
sufficient to increase total payments to CONTRACTOR to 95s 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
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
Section 00520 Page 3
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 1 Certificate of Substantial Completion
7 2 2 Certificate of Final Acceptance
7 2 3 Lien Waiver Releases
7 2 4 Consent of Surety
7 2 5 Application for Exemption Certificate
7 2 6Application for Payment
7 3 Drawings, consisting of a cover sheet and sheets numbered as
follows
SHEET DFSCRTPTTnN
1
Cover Sheet
2
General Notes
3
Typical Sections
4
Right of Way Map
5
Horizontal Control Plan
6-7
Demolition Plan
8
Erosion Control Plan
9
Surfacing Plan
10-12
Flowline Plan and Profile
13-17
Splitter Island Details
18
Concrete Joint Plan
19-20
Grading Plan
21-22
Signing & Striping Plan
23-28
Cross Sections
29-33
Details
X
Landscape and Irrigation Plan
Section 00520 Page 4
The Contract Drawings shall be stamped "Final for Construction' and dated
Any revisions made shall be clearly identified and dated
7 4 Addenda Numbers to , inclusive
7 5 The Contract Documents also include all written amendments and
other documents amending, modifying, or supplementing the Contract Documents
pursuant to paragraphs 3 5 and 3 6 of the General Conditions
7 6 There are no Contract Documents other than those listed or
incorporated by reference in this Article 7 The Contract Documents may only
be amended, modified or supplemented as provided in paragraphs 3 5 and 3 6 of
the General Conditions
ARTICLE 8 MISCELLANEOUS
8 1 Terms used in this Agreement which are defined in Article I of the
General Conditions shall have the meanings indicated in the General
Conditions
8 2 No assignment by a party hereto of any rights under or interests in
the Contract Documents will be binding on another party hereto without the
written consent of the party sought to be bound and specifically but not
without limitations, moneys that may become due and moneys that are due may
not be assigned without such consent (except to the extent that the effect of
this restriction may be limited by law), and unless specifically stated to the
contrary in any written consent to an assignment no assignment will release or
discharge that assignor from any duty or responsibility under the Contract
Document
8 3 OWNER and CONTRACTOR each binds itself, its partners, successors,
assigns and legal representatives to the other party hereto, its partners,
successors, assigns and legal representatives in respect to all covenants,
Agreement and obligations contained in the Contract Document
Section 00520 Page 5
OWNER CITY OF FORT COLLINS CONTRACTOR
By
JAMES B O'NEILL II, CPPO, FNIGP
DIRECTOR OF PURCHASING
AND RISK MANAGEMENT
Date
Attest
City Clerk
LVA
Title
Date
Attest
(CORPORATE SEAL)
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 00530
NOTICE TO PROCEED
Description of Work 6082 Horsetooth-Ziegler Roundabout and Ziegler Road
Improvements
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
M
Title
ACKNOWLEDGMENT OF NOTICE
Receipt of the above Notice to Proceed is hereby acknowledged this
day of 20
CONTRACTOR
:N
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 20
a copy of which is hereto attached and made a part hereof for the performance
of The City of Fort Collins project, 6082 Horsetooth-Ziegler Roundabout and
Ziegler Road Improvements
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
BID SCHEDULE
ADDENDUM No 1
6082 Horsetooth Ziegler Roundabout and Ziegler Road Improvements
50603
5 x5 x18 Type L Buned Rip -Rap
w/Bedding and 6 Topsoil
1
EA
50604
Cobble in Tree Wells incl Weed
Barrier Underla ment
20
TON
50801
Timber Tree Well
500
SF
603-01
15 RCP Class III
33
LF
603-02
18 RCP Class III
55
LF
603-03
15 RCP FES Class III
2
EA
603-04
18 RCP FES Class III
2
EA
60305
4 Median Underdram Pipe
Perforated
70
LF
60306
4 Median Underdrain Clean Out
1
EA
60307
4 Median Underdram Connection
to Existing Storm Sewer
1
EA
60401
Double Type 13 Inlet
1
EA
607-01
4 Wire Smooth Wire Fence
305
LF
608-01
Concrete Sidewalk - 6
13600
SF
608-02
Concrete Access Ramp w/
Truncated Domes
925
SF
608-03
Pedestrian Refuge Island Ramp w/
Truncated Domes
570
SF
608-04
Concrete Driveway Approach
w/A rons 6
552
SF
608-05
Alternate Bike Ramp w/ 6 Curb
Heads
590
SF
609-01
Vertical Curb and Gutter - 30
2400
LF
609 02
Vertical Curb and Gutter 18
Outfall and Infall
1750
LF
609-03
4 Mountable Curb w/ 1 Gutter
260
LF
610-01
Exposed Aggregate Median Cover
San Diego Buff 4
4300
SF
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 xs 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 , 20 ,
a copy of which is hereto attached and made a part hereof for the performance
of The City of Fort Collins project, 6082 Horsetooth-Ziegler Roundabout and
Ziegler Road Improvements
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
LVA
(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
Rev1onoio7 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 6082 Horsetooth-Ziegler
Roundabout and Ziegler Road Improvements
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
'M1
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
AUTHORIZED REPRESENTATIVE
REMARKS
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, 6082 Horsetooth-Ziegler Roundabout and
Ziegler Road Improvements
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 10/20/07 Section 00640 Page 1
SECTION 00650
LIEN WAIVER RELEASE
(CONTRACTOR)
TO City of Fort Collins, Colorado (OWNER)
FROM
(CONTRACTOR)
PROJECT 6082 Horsetooth-Ziegler Roundabout and Ziegler Road Improvements
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
project for all loss, damage and costs, including reasonable attorneys
Rev 10/20/07 Section 00650 Page 1
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
-39
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 Colorado
(hereinafter referred to as the "OWNER")
CONTRACTOR
PROJECT 6082 Horsetooth-Ziegler Roundabout and Ziegler Road Improvements
CONTRACT DATE
In accordance with the provisions of the Contract between the OWNER and the
CONTRACTOR as indicated above, for
(Surety)
on bond of
hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final
Payment to the CONTRACTOR shall not relieve the Surety Company of any of its
obligations to the OWNER, as set forth in the said Surety Company's Bond
IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this
day of ,
(Surety Company)
By
ATTACH Power of Attorney and Certificate of Authority of Attorney(s)-in-
Fact
Rev 10/20/07 Section 00660 Page 1
SECTION 00670
Section 00670 Page 1
BID SCHEDULE
ADDENDUM No 1
6082 Horsetooth Ziegler Roundabout and Ziegler Road Improvements
- San Die o Buff
Water Service for Irrigation -
kflow Preventer Meter Pit
ssure Reducing Assembly CIP
$jjlashblock
VC Sleeve Under Sidewalk for
ation Lines
ds & Insurance
ITota,
struction Surve m
ilization
TOTAL IN WORDS
ON
DR 0172 (12/98)
COLORADO DEPARTMENT OF REVENUE
DENVER CO 80261
(303)232 2416
CONTRACTOR APPLICATION
FOR
EXEMPTION CERTIFICATE
Pursuant to Statute
Section 39-26 114(1)(a)(XIX)
UV NV i VVMI I t IN I Nib JYAGt
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 descnbed below This exemption does not Include or apply to the purchase or rental of equipment supplies and
matenals 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 unauthonzed 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
Registrabon/Account No (to be assigned by DOR)
Pencil
89 -
0170-750 (999) $0 00
CONTRACTOR INFORMIMA' M
Trade name/DBA
owner partner or corporate name
Madmg address (City State Zlp)
Contact Person
E Mail address
Federal Employers Identification Number
BQId amount for your contract
Fax Number
( )
Business telephone number
Colorado mthholding tax account number
EKEWgt #WORNWT
Name of exempt organization (as shown on contract)
Exempt organizations number
98 -
Address of exempt organization (City State Zip)
Principal contact at exempt organization
Pnncipal contact s telephone number
Physical location of project site (give actual address when applicable and Clhes and/or County (ies) where project is located)
Scheduled Month Day Year
construction start date
Estimated Month Day Year
completion date
I declare under penalty of perjury /n 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
T T
Title of corporate officer
Date
"v IN I vy lio n Dr,LV W 1 Y11J LINF
Section 00670 Page 2
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 protect and complete it by filling in the subcontractors name and address and signing
it
The original Certificate should always be retained by the prime contractor Copies of all Certificates
that the prime contractor issued to subcontractors should be kept at the prime 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 protects 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 3
Section 00670 Page 4
SECTION 00700
GENERAL CONDITIONS
GENERAL CONDITIONS
OF THE
CONSTRUCTION CONTRACT
These GENERAL CONDITIONS have been developed by using the
STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION
CONTRACT prepared by the Engineers Joint Contract Documents
Committee EJCDC No 1910 8 (1990 Edition) as a base Changes to
that document are shown by underlining text that has been added and
str king 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
Page
Article or Paragraph
Page
Number & Title
Number
Number & Title
Number
1 DEFINITIONS
1
2 PRELIMINARY MATTERS
3
1 1
Addenda
1
2 1
Delivery of Bonds
3
1 2
Agreement
1
22
Copies of Documents
3
1 3
Application for Payment
1
23
Commencement of Contract
14
Asbestos
1
Times Notice to Proceed
3
1 5
Bid
1
24
Starting the Work
3
1 6
Bidding Documents
1
25 27
Before Starting Construction
1 7
Bidding Requirements
I
CONTRACTOR s Responsibility
1 8
Bonds
1
to Report Preliminary Schediles
19
Change Order
1
Delivery of Certificates of
110
Contract Documents
1
Insurance
34
1 11
Contract Price
1
28
Prei,onstruction Conference
4
1 12
Contract Times
1
29
Initially Acceptable Schedules
4
113
CONTRACTOR
I
1 14
defective
1
3 CONTRACT DOCUMENTS INTENT
1 15
Drawings
I
AMENDING REUSE
4
1 to
Effective Date of the Agreement
1
3 1 32
Intent
4
1 17
ENGINEER
1
33
Reference to Standards and Speci
1 18
ENGINEERS Consultant
l
fications of Technical Societies
1 19
Field Order
1
Reporting and Resolving Dis
1 20
General Requirements
2
crepancies
45
1 21
Hazardous Waste
_
34
Intent of Certain Term s or
1 22 a
Laws and Regulations Laws or
Adjectives
5
Regulations
2
35
Amending Contract Docun ents
5
122 b
Legal Holidays
2
36
Supplementing Contract
123
Liens
2
Documents
5
1 24
Milestone
2
3 7
Reuse of Documents
S
1 25
Notice of Award
2
t 26
Notice to Proceed
2
4 AVAILABILITY
OF LANDS
127
OWNER
2
SUBSURFACE AND PHYSICAL CONDITIONS
1 28
Partial Utilization
2
REFERENCE
POINTS
5
129
PCBs
2
41
Availability of Lands
5 6
1 30
Petroleum
2
42
Subsurface and Physical
131
Project
2
Conditions
6
1 32 a
Radioactive Material
2
42 1
Reports and Drawings
6
1 32 b
Regular Working Hours
2
42 2
Limited Reliance by CONTRAC
1 33
Resident Project Representative
2
TORAuthorized Technical
134
Samples
2
Data
6
1 35
Shop Drawings
2
42 3
Notice of Differing Subsurface
136
Specifications
2
or Physical Conditions
6
137
Subcontractor
2
424
ENGINEERS Review
6
1 38
Substantial Completion
2
42 5
Possible Contract Documents
1 39
Supplementary Conditions
2
Change
6
1 40
Supplier
2
426
Possible Price and Times
1 41
Underground Facilities
2 3
Adjustments
6 7
142
Unit Price Work
3
43
Physical Conditions Underground
143
Work
3
Facilities
7
1 44
Work Change Directive
3
43 1
Shown or Indicated
7
1 45
Written Amendment
3
43 2
Not Shown or Indicated
7
44
Reference Points
7
EICDC GENERAL CONDITIONS 1910 8 (1990 EDITION)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9199)
Article or Paragraph
Page
Article or Paragraph
Page
Number & Title
Number
Number &
Title
Number
4 )
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 S 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
CONTRACTORS Liability
to ENGINEERS Review and
Insurance
9
Approval of Required
55
OWNER s Liabi ltty Insurance
9
Submittals
17
56
Property Insurance
9 10
629
Continuing the Work
17
57
Boiler and Machinery or Addi
6 30
CONTRACTORS General
tional Property Insurance
10
Warranty and Guarantee
17
5 8
Notice of Cancellation Provision
10
631 633
Indemnification
17 18
59
CONTRACTOR s Responsibility
634
Survival of Obligations
18
for Deductible Amounts
10
510
Other Special Insurance
10
7 OTHER WORK
18
5 11
Waiver of Rights
11
7 1 7 3
Related Work at Site
18
5 12 5 13
Receipt and Application of
74
Coordination
18
Insurance Proceeds
10 11
5 14
Acceptance of Bonds and Insm
8 OWNER S
RESPONSIBILITIES
18
ante Option to Replace
I
8 l
Communications to CON
5 15
Partial Utilization Property
TRACTOR
18
Insurance
11
82
Replacement of ENGINEER
18
81
Furnish Data andPay Promptly
i CONTRACTORS RESPONSIBILITIES
11
When Due
18
6 1 6 2
Supervision and Superintendence
11
84
Lands and Easements Reports
63 6 5
Labor Materials and Equipment
11 12
and Tests
18 19
66
Progress Schedule
12
8 5
Insurance
19
67
Substitutes and Or Equal Items
86
Change Orciers
19
CONTRACTORS Expense
87
Inspections Tests and
Substitute Construction
Approvals
19
Methods or Procedures
8 8
Stop or Suspend Work
ENGINEER s Evaluation
1213
Terminate C,ONTRACTORs
68 6 11
Concerning Subcontractors
Services
19
Suppliers and Others
8 9
Limitations on OWNERS
Waiver of Rights
13 14
Responsibilities
19
6 12
Patent Fees and Royalties
14
8 10
Asbestos PCBs Petroleum
6 13
Permits
14
Hazardous Waste or
6 14
Laws and Regulations
14
Radioactive Material
19
6 15
Taxes
14 15
8 11
Evidence of Fuiancal
616
Use of Premises
15
Arrangements
19
6 17
Site Cleanliness
15
6 18
Safe Structural Loading
15
9 ENGINEERS
STATUS DURING
619
Record Documents
15
CONSTRUCTION
19
620
Safety and Protection
1516
91
OWNER s Representative
19
6 21
Safety Representative
16
9 2
Visits to Site
19
622
Hazard Communication Programs
16
93
Project Representative
1921
6 23
Emergencies
16
9 4
C,larifications and Interpre
624
Shop Drawings and Samples
16
rations
21
95
Authorized Variations in Vdrk
2l
ER.DC GENERAL CONDITIONS 1910 8 (1990 EDITION)
W CITY OF FORT COLLINS MODIFICATIONS (REV 9199)
Article or Paragraph
Page
Article or Paragraph
Page
Number & Title
Number
Number & Title
Number
96
Rejecting Defective Work
21
13 8 13 9
Uncovering Work at EN(I
9799
Shop Drawings Change Orders
NEER s Request
2728
and Payments
21
1310
OWNER May Stop the Work
28
9 IO
Determmatims for Unit Pni.es
21 22
13 11
Correction or Removal of
911 9 12
Decisions on Disputes ENGI
Defective Work
28
NEER as Initial Interpreter
22
13 12
Correction Period
28
9 13
Limitations on EN(NEER s
13 13
Acceptance ofDefective Work
28
Authority and Responsibilities
2223
1314
OWNER May Correct Defective
Work
28 29
CHANGES N
THE WORK
23
101
OWNERS 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
10 5
Notification of Surety
23
143
CONTRACTORs Warranty of
fitte
29
CHANGE OF CONTRACT PRICE
23
144 14 7
Review of Applications for
11 1 113
( ontract 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
14 12
Final Application for Payment
31
11 6
CONTRACTORs Fee
25
1413 14 14
Final Payment and Acceptance
31
11 7
Cost Records
25 �6
141,
W atver of Claims
31 32
11 8
Cash Allowances
26
11 9
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 Adjustor ant
26
152154
OWNER May Terminate
32
12 2
Time of the Essence
26
1� 5
CONTRACTOR May Stop
123
Delays Beyond CONTRACTORs
W ork or Terminate
3233
Control
26 27
12 4
Delays Beyond OWNERS and
16 DISPUTE RESOLUTION
33
CONTRACTORS Control
27
17 MISCELLANEOUS
33
TESTS AND INSPECTIONS CORRECTION
171
(rvmg Notice
33
REMOVAL OR ACCEPTANCE OF
172
Computation of Times
33
DFFECTIIR WORK
27
173
Notice of Claim
33
13 1
Notice of Defects
27
174
Cumulative Remedies
33
13 2
Access to the Work
27
17 5
Professional Fees and Court
13 3
Tests and Inspections
Costs Included
33
CONTRACTORS Cooperation
27
176
Applicable State Laws
33 34
13 4
OWNERS Responsibilities
Intentionally
left blank
35
Independent Testing Laboratory
27
13 5
CONTRACTORs
EXHIBIT GC A
(Optional)
Responsibilities
27
Dispute Resolution Agreement GC At
13 6 13 7
Covering Work Prior to Inspec
16 1 16 6
Arbitration GC
Al
tion Testing or Approval
27
167
Mediation GC
Al
EJCDC GENERAL CONDITIONS 1910 S (1990 EDMOM
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
912, 1415
insurance
5 14
other Work, by CONTRACTOR
73
Substitutes and Or Equal Items
6 7 1
Work by OWNER
2 5 6 30 634
Access to the
Lands OWNER and CONTRACTOR
responsibilities
41
site related Work
72
Work
132 13 14 14 9
Acts or Omissions Acts and Omissions
CONTRACTOR
69 1 9 133
ENGINEER
620 9 133
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
3 5
Amendment Written
in genet at 1 10 145
3 5 5 10 5 12 6 6 2
682 619 101 104 112
121 13122 1472
Appeal OWNER or CONTRACTOR
intent to 910 911 104 162 165
Application for Payment
definition of
1 3
ENGINEERS Responsibility
99
final payment 9 13 4
9 13 5 14 12 14 b
in general 28 29 5 6 4 9 10 155
progress payment
141 147
review of
144 147
Arbitration
161 166
Asbestos
claims pursuant thereto
4 52 4 5 3
CONTRACTOR authorized to stop Work 45 2
definition of
14
Article or Paragraph
Number
OWNER responsibility for
45 t 8 10
passible price and times change
4 5 2
Authorized Variations in Work
3 6 6 25 6 27 4 5
Availability of Lands
41 84
award Notice of defined
1 25
Before Starting Construction
2 5 28
Bid definition of 15
(1 1 1 10 2 3 3 3
4264 613 1143 1191)
Bidding Documents definition
of
16(682)
Bidding Requirements definition
of
1 7 (1 1 4 2 6 2)
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
l 10 51 5 3 5 13
913 105 1476
Performance Payment and Other
5 1 52
Bonds and Insurance in general
5
Builders risk all risk policy form
5 6 2
Cancellation Provisions Insurance
54 11 58 5 15
( ash Allowances
11 8
Certificate of Substantial Completion
139 63023
148 1410
Certificates of Inspection
013 4 13 5 14 12
Certificates of Insurance 2 7�
3 5 411 54 13
565 58
514 9 13 4 1412
Change in Contract Price
Cash Allowances
it 8
clam for price
adjustment 4 1 4 2 6
4 5 S 15 6 8 2 9 4
95 911 102
105 11 2 139
1313 1314
147 151 15 :1
CONTRACTORS fee
116
Cost of the Work
general
11 4 It 7
Exclusions to
it 5
Cost Records
11 7
ingeneral 119 144 911
to42 1043 11
Lump Sum Pricing
11 3 2
Notification of Surety
105
Scope of
103 104
Testing and Inspection
Uncovering the Work
139
EICDC GENERAL CONDITIONS 1910 8 0990 EDITION)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99)
Unit Price Wort.
Article or Paragraph
Number
Value of Work
Change in Contract Times
Claim for tunes adjustment 41 426 45
682 94 95 911 102 105
13 9 13 13 13 14 14 7 15 1
Contractual time tun its
Delays beyond CONTRACTORS
control
Delays beyond OWNERS and
CONTRACTORS control
Notification 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
CONTRACTORS fee
Cost of the Work
Cost Records
definition of
emergencies
FNGINEER s responsibility 98
execution of
Indemnifiction 612
Insurance Bonds and
OWNER may terminate
OWNERS Responsibility
Physical Conditions
Subsurface and
Underground Facilities
Record Docum e its
Scope of Change
Substitutes
Unit Price Work
value of Work covered by
Changes in the Work
Notification of surety
OWNER s 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 71 94 95 911
112 119 121 139
151 155
CONTRACTORS Fee
116
Article or Paragraph
Number
113
CONTRACTORS lability 54 6 12
Cost of the Work
5 15
Decisions on Disputes
121
Dispute Resolution
155
Dispute Resolution Agreement
122
ENGINEER as initial rntetpretor
Lump Sum Pricing
123
Nonce of
124
105
103104
13 13
35
11 8
12
10
116
114 11 7
11 7
19
023
104 112 121
104
616 631633
5 10 5 13 105
15 2 154
86 104
42
432
619
103104
673 682
119
113
10
105
104
102
103104
94
94
616
632
632
112
121
102
148
173
616 631
114 115
911 912
161
161 166
OWNERS 94 95 911 102 11
121 139 1313 1314
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
911
1132
173
2 11 9
173
55
147
175
911
6712
121
911 121
1193
113
Waiver of on Final Payment
14 14 14 U
Work Change Directive
102
written notice required
911 11 2 12 1
Clarifications and Interpretations
3 6 3 94 9 11
Clean Site
o 17
Codes of Technical Society Organization
or Association
3 3 3
Commencement of Contract Times
2 3
Communications
general
62 o92 81
Hazard Communication Programs
622
Completion
Final Application for Payment
1412
Final Inspection
1411
Final Payment and Acceptance
14 13 1414
Partial Utilization
1410
Substantial Completion
1 38 148 141)
Waiver of Claims
14 15
Computation of Tim es
17 2 l 17 2 2
Concerning Subcontractors Suppliers
and Others
6 8 6 11
Conferences
initially acceptable schedules
29
preconstruction
28
Conflict Error Ambiguity Discrepancy
CONTRACTOR to Report
25 3 3 2
Construction before starting by
CONTRACTOR
2527
Construction Machinery Equipment etc
64
Continuing the Wort.
629 104
Contract Documents
Amending
35
Bonds
5 l
EJCDC GENERAL CONDITIONS 1910 8 (1990 EDITION)
W/ CITY OF FORT COLLINS MODIFICATIONS (REV W99)
CITY OF FORT COLLINS COLORADO HORSETOOTH/ZIEGLER ROUNDABOUT 119
EE6
ENGINRING DIVISION GRADING PLAN
Cash Allowances 11 8 Stop Work requirements 452
CONTRACTORS —
Article or Paragraph
Number
Change of Contract Price
I I
Change of Contract Times
12
Changes in the Work
104 105
check and verify
25
Clarifications and
Interpretations 32 36 94 9 11
definition of
1 10
ENGINEER as initial interpreter of
911
ENGINEER as OWNER s representative
91
genera13
Insurance
3
Intent
3 1 34
minor variations in the Work
36
OWNERS responsibility to furnish data
83
OWNER s responsibility to make
prompt payment 93 144 14 13
precedence
1 33 3
Record Documents
619
Reference to Standards and Specifications
of Technical Societies
3 3
Related "ork
7 2
Reporting and Resolving Discrepancies
2 5 3 3
Reuse of
3 7
Supplementing
3 6
Termination of ENGINEERs Employment
8 2
Unit Price Work
11 9
variations
36 623 627
Visits to Site ENGINEERS
92
Contract Rice
adjustment of 35 4
1 9 4 10 3 11 2 113
Change of
11
Decision on Disputes
911
definition of
1 11
Contract Times
adjustm ent of
35 4 1 94 103 12
Change of
12 1 124
Commencement of
23
definition of
1 12
CONTRACTOR
Acceptance of Insurance
5 14
Communications
62 6 9 2
Continue Work
629 104
coordination and scheduling
692
definition of
1 13
Limited Reliance on Technical
Data Authorized
4 22
May Stop Work or Term mate
I5 5
provide site access to others
72 132
Safety and Protection
43 12 6 16 6 18
621 623 72 132
Shop Drawing and Sample Review
Prior to Submittal
625
vu
Article or Paragraph
Number
Compensation
It 1 112
Continuing Obligation
14 15
Defective Work 96
13 10-13 14
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
423
Discrepancy in Documents 2 5 332
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 6 12 6 16
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
10 1
Concerning Subcontractors Suppliers
and Others
68611
( ontmutng the Work
629 104
CONTRACTORS 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
Finergencies
623
ENGINEERsevaluation Substitutes
or Or Equal Items
673
For Acts and Omissions
of Others 691 602 913
for deductible amounts insurance
59
general 6 72
73 89
Hazardous Communication Programs
6 22
Indemnification
631 633
E1CDC oENERAL CONDITIONS 1910 a (1990 EDIDON)
w/ CITY OF FORT COLLINS MODIFIC ATIONS (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
Numher
Number
Notice of variation from Contract
Coordination
Documents
627
CONTRACTORS responsibility
692
Patent Fees and Royalties
612
Copies of Documents
2 2
Permits
6 13
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
13 10 13 14
ENGINEERS 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
1310
Shop Drawings and Samples
624
Cost
Shop Drawings and Samples Review
of Tests and Inspections
134
by ENGINEER
626
Records 117
Site Cleanliness
6 17
Cost of the Work
Submittal Procedures
6 25
Bonds and insurance additional
11459
Substitute Construction Methods
Cash Discounts
114 2
and Procedures
6 72
CONTRACTORs Fee
116
Substitutes and Or Equal Items
67 1
Employee Expenses
11 4 5 1
Superintendence
62
ExLlusions to
115
Supervision
61
General 114115
Survival of Obligations
634
Home office and overhead expenses
115
Taxes
6 15
Losses and damages
1 l 4 5 6
Tests and Inspections
135
Materials and equipment
1142
To Report
2 �
Minor expenses
11 4 5 8
Use of Premises 6 16 6 18 6 30 2 4
Payroll costs on changes
11 41
Review Prior to Shop Drawing or
performed by Subcontractors
11 43
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
11 4 5 3
119 12 1 13 9 14 8 15 1
15 5 173
Royalty payments permits and
Safety and Protection 6 20 6 22
7 2 13 ,
license fees
11 4 5 5
Safety Representative
621
Site office and temporary facilities
11 4 � 2
Shop Drawings and Samples Submittals
624 629
Special Consultants CONTRACTOR s
1144
Special Consultants
1144
Supplemental
11 45
Substitute Construction Methods and Procedures 6 7
Taxes related to the Work
11454
Substitutes ind Or Equal Items
Tests and Inspection
134
Fxpense 67
1 672
Trade Discounts
1142
Subcontractors Suppliers and Others
6 8 6 1 I
Utilities fuel and sanitary fauhttes
11457
Supervision and Superintendence 61
62 621
Work after regular hours
11 4 1
Taxes Payment by
6 15
Covering Work
13 6 13 7
Use of Premises
616618
Cumulative Remedies
174175
Warranties and guarantees
65 630
Cutting fitting and patching
7 2
Warranty of Title
143
Data to be furnished by OWNER
8 3
W ntten Notice Required
Day definition of
17 2 2
CONTRACTOR stop Work or term mate
U 5
Decisions on Disputes
911 912
Reports of Differmg Subsurface
defective definition of
1 14
and Physical Conditions
4 2 3
defective Work
Substantial Completion
148
Acceptance of 104 1 13 13
EJCDC GENERAL CONDITIONS 1910
8 (1990 EDITICM
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99)
Correction or Removal of
Correction Period
in general
Observation by ENGINEER
OWNER May Stop Work
Prompt Notice of Defects
Rejecting
Uncovering the Work
1041 13 It
1312
13 147 1411
Article or Paragraph
Number
Definitions
Delays 4 1 629 123
Delivery of Bonds
Delivery of certificates of insurance
Determinations for Unit Prices
Differing Subsurface or Physical Conditions
Notice of
FNGINEERs Review
Possible Contract Documents Change
Possible Price and Times Adjustments
Discrepancies Reporting
and Resolving 25
Dispute Resolution
Agreement
Arbitration
genera116
Mediation
Dispute Resolution Agreement
Disputes Decisions by ENGINEER
Docum ents
Copies of
Record 6 19
Reuse of
Drawings definition of
Easements
Effective date of Agreement definition of
Emergencies
ENGINEER
92
13 10
13 1
96
138
1
124
21
27
9 IO
423
424
425
426
332 6142
16 1 166
161 165
166
161 166
911912
22
37
1 15
41
1 16
623
as initial interpreter on disputes
9 11 v 12
definition of
1 17
Limitations on authority and responsibilities
9 13
Replacement of
82
Resident Project Representative
93
ENGINEER s Consultant definition of
1 18
ENGINEERS
authoritv and responsibility limitations on 9 13
Authorized Variations in the Work
95
Change Orders responsibility for
97 10 11 12
Clarifications and Interpretations
3 6 3 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
OWNERS Representative
91
Payments to the CONI RACTOR,
Responsibility for
99 14
Recommendation of Payment
144 14 13
Article or Paragraph
Number
Responsibilities Limitations on
9 11 013
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 9 12
Determinations on Unit Price
910
ENGINEER as Initial Interpreter
9 11 9 12
ENGINEERS Responsibilities
9 1 9 12
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 9 9
Visits to Site
92
Unit Price determinations
9 l0
Visits to Site
92
Written consent required
72 9 1
Equipment Labor Materials and
63 65
Equipment rental Cost of the Work
114 53
Equivalent Materials and Equipment
67
error or omissions
633
Evidence of Financial Arrangements
8 11
Explorations of physical conditions
4 2 1
Fee CONTRACTORS Costs Plus
116
Field Order
definition of
1 19
issued by ENGINEER
36 1 95
Final Application for Payment
14 12
Final Inspection
1411
Final Payment
and Acceptance
14 13 14 14
Prior to for cash allot nces
11 8
General Prot isions
173 174
General Requirements
definition of
1 20
principal references to 26 64
6667 624
Gn ing Notice
171
Guarantee of Work by CONTRACTOR
630 1412
Hazard Communication Programs
622
Hazardous Waste
definition of
1 21
general
45
OWNERS responsibility for
8 t0
FJCDC GENERAL CONDITIONS 1910 s (1990 i D1,10M
-/ CITY OF FORT COLONS MODIFICATIONS (REV 9 99)
Indemnification 612, 616 631 633
Insurance
53
Initially Acceptable Schedules
29
Precedence
3 1 3 3 3
Inspection
Reference to
331
certificates of 9 13 4 13 5 14 12
Safety and Protection
620 132
Final
1411
Subcontractors Suppliers and Others
68611
Article
or Paragraph
Article or Paragraph
Number
Number
Special required by ENGINEER
9 6
felts and Inspections
135
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
CONTRACTORS
54
in the Work
11 4 5 9
OWNERS
55
Before starting the Work
27
Licensed Sureties and Insurers
53
Bonds and in general
5
Liens
Cancellation Provisions
5 8
Application for Progress Payment
142
Certificates of 2 7 5 5 3 5 4 11 5 4 13
CONTRACTOR s Warranty of Title
143
5 6 5 5 8 5 14
9 13 4 14 12
Final Application for Payment
14 12
completed operations
54 13
definition of
1 23
CONTRACTORS Liability
54
Waiver of Claims
14 15
CONTRACTORS objection to coverage
5 14
Lunitations on ENGINEERS authority and
Contractual Liability
54 10
responsibilities
913
deductible amounts CONTRACTORS
Limited Reliance by CONTRACTOR
responsibility
5 9
Authorized
4 2 2
Final Application for Payment
14 12
Mamtenance and Operating Manuals
Licensed Insurers
53
Final Application for Payment
1412
Notice requirements material changes
58 105
Manuals (of others)
Option to Replace
5 14
Precedence
3 3 8 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
o 3
OWNER s Responsibility
83
not incorporated in Work
142
Partial Utilization Property Insurance
5 15
Materials or equipment equivalent
67
Property
56 5 10
Mediation (Optional)
167
Receipt and Application of Insurance
Milestones definition of
1 24
Proceeds
5 12 5 13
Miscellaneous
Special Insurance
5 10
Computation of Times
172
Waiver of Rights
511
Cumulative Remedies
174
Intent of Contract Documents
3 1 3 4
C ivuig Notice
171
Interpretations and Clarifications
3 6 3 9 4
Notice of Claim
173
Investigations of physical conditions
4 2
Professional Fees and Court Costs Included
175
Labor Materials and Equipment
6 3 6
Multi prime contracts
7
Lands
Not Shown or Indicated
4 3 2
and Easements
8 4
Notice of
Ao, adabdity of
4 1 8 4
Acceptability of Project
1413
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
10 4
Differing Subsurface or Physical Conditions
423
Contract Documents
31
Giving
171
CONTRACTOR s Responsibilities
614
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
] 22
Notice to Proceed
general6 14
definition of
1 26
Indemnification
6 31 6 33
giving of
2 3
x
E1CDC GENERAL CONDITIONS 1910 3
(1990 EDITION)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 919fa
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
13 10
May Suspend Work
Terminate 88
13 10 15 1 154
Payment make prompt
83 144 14 13
performance of other work
7 1
permits and licenses requirements
613
purchased insurance requirements
56 5 10
OWNERs-
Acceptanceof 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
6302 5
86 104
81
74
911
87 134
55
131
insurance
lands and easements
prompt payment by
replacement of ENGINEER
reports and tests
stop or suspend Work 88 13 10
term mate CONTRACTOR s
91
8 10
86
101
8l
89
8 11
87
85
84
83
82
84
151
services 88 152
separate representative at site 93
testing independent
use or occupancy
of the l4 oik
written consent or approval
required
134
515 63024 1410
91 63 114
ErCDC GENERAL CONDITIONS 1910 80990 EDITION)
W CITY OF FORT COLLINS MODIFICATIONS (RE% 9199)
Article or Paragraph
Number
written notice required
71 94 911
It
119 147 154
PCBs
definition of
129
general
45
OWNERS responsibility for
810
Partial Utilization
definition of
128
general 6 30 2 4 14 10
Property Insurance
5 15
Patent Fees and Royalties
6 12
Payment Bonds
5 1 D 2
Payments Recommendation of
144 147 14 13
Payments to CONTRACTOR and Completion
Application for ProgressPayments
142
(,ONTRACTORs Warranty of Title
143
Final Application for Payment
14 12
Final Inspection
14 11
Final Payment and Acceptance
1413 14 14
general
83 14
Partial Utilization
1410
Retamage
142
Review of Applications for
Progress Payments
144147
prompt payment
83
Schedule of Values
141
Substantial Completion
148149
Waiver of Claims
14 15
when payments due
144 14 13
withholding payment
147
Performance Bonds
5 1 5 2
Penn its
613
Petroleum
definition of
130
general
45
OWNERS responsibility for
8 10
Physical Conditions
Drawings of in or relating to
4 2 1 2
ENGINEER s review
424
existing structures
422
general 2 1 2
Notice of Differing Subsurface or
4 2 3
Possible Contract Documents Change
4 2 5
Possible Price and Times Adjustments
426
Reports and Drawings
42 1
Subsurface and
42
Subsurface Conditions
42 11
Technical Data Limited Reliance by
CONTRACTOR Authorized
422
Underground Facilities
general
43
Not Shown or Indicaed
432
Protection of
43 620
xu
Article or Paragraph
Number
Shown or Indicated
4 3 1
Technical Data
4 2 2
Preconstrucnon Conference
2 8
Preliminary Matters
2
Preliminary Schedules
26
Prem uses Use of
6 16 6 18
Price Change of Contract
I I
Price Contract definition of
I I I
Progress Pavement, Applications for
142
Progress Payment retainage
142
Progress schedule CONTRACTORS
26 28 29
66 629
104 1521
Project definition of
1 31
Project Representative
ENGINEERS Status During Construction 93
Project Representative Resident definition of 133
prompt payment by OWNER
8 3
Property Insurance
Additional
57
general5 6 5 10
Partial Utilization
G 15 14 102
receipt and application of proceeds
5 12 5 13
Protection Safety and
620621 132
Punch list
14 11
Radioactive Material
defmtion of
1 32
general4 5
OWNERS responsibility for
810
Recommendation of Payment 144
14 5 1413
Record Documents
6 19 14 12
Records procedures for maintaining
28
Reference Points
44
Reference to Standards and Specifications
of Technical Societies
3 3
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 ofDefechve Work
13 11
rental agreements OWNER approval required
11 45 3
replacement of ENGINEER, by OWNER
92
Reporting and Resolving
Discrepancies 15
3 3 2 6 142
Reports
and Drawings
4 2 1
and Tests OWNERS responsibility
84
Resident and Project Representative
definigon of
1 33
provision for 93
EJCDC GENERAL CONDITIONS 1910 8 (1990 EDITION)
W CITY OF FORT COLLINS MODIFICATIONS (REV W99)
Article or Paragraph
Number
Resident Superintendent CONTRACTORS 62
Responsibilities
CONTRACTORS in general 6
ENGINEER s in general
9
Limitations on
913
OWNERS in general
8
Retamage
142
Reuse of Docum ents
3 7
Review by CONTRACTOR Shop Drawings
and Samples Prior to Submittal
625
Review of Applications for
Progress Payments
144 147
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 6 16 6 18
620621
72 132
general
6 20 6 23
Representative CONTRACTORS
621
Samples
definition of
134
general
624 628
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 14 1
Schedules
Adherence to
152 1
Adjusting
66
Change of Contract Times
104
Initially Acceptable
28 29
Preliminary
26
Scope of Changes
103 104
Subsurface Conditions
4 2 1 1
Shop Drawings
and Samples general
624 629
Change Orders & Applications for
Payments and
9 7 9 9
definition of
1 35
ENGINEER s approval of
3 6 2
ENGINEER s responsibility
for review
97 624 628
related Work
628
review procedures
2 8 624628
Article or Paragraph
Number
submittal required
Submittal Procedures
use to approve substitutions
Shown or Indicated
Site Access
Site Cleanliness
Site ),Isits 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 88
Storage of materials and equipment
Structural Loading Safety
Subcontractor
624 1
6 2)
673
431
72 132
617
92 132
132
562
136
1 36
331
333
33
2528
24
155
13 10 Is 1
41 72
618
Concerning
68 6 11
definition of
1 37
delays
123
waiver of rights
6 11
Subcontractors in general
68 611
Subcontracts required provisions 5 11
6 11 1143
Submittals
Applications for Payment
142
Maintenance and Operation Manuals
14 12
Procedures
6 25
Progress Schedules
26 29
Samples
624628
Schedule of � alues
26 14 1
Schedule of Shop Drawings and Samples
Submissions
26 2829
Shop Drawings
624628
Substantial Completion
certification of 63023 148149
definition of
1 38
Substitute Construction Methods or Procedures 6 72
Substitutes and Or Equal Items
6 7
CONTRACTORS Expense
67 13
ENGINEER s Evaluation
6 73
Or Equal
6 7 1 1
Substitute Construction Methods
EICDC GENERAL CONDITIONS t910 S 11990 EDITION]
-1 CITY OF FORT COLLINS MODIFICATIONS (REV 9199)
temporary construction facilities 41
Article or Paragraph Article or Paragraph
Number Number
or Procedures
Substitute Items
Subsurface and Physical Conditions
Drawings of in or relatng to
ENGINEERS Review
general
Limited Reliance by CONTRACTOR
Authorized
Notice of Differing Subsurface or
Physical Conditions
Physical Conditions
Possible Contract Documents Change
Possible Price andTiines 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 CONTRACTOR s resident
Supplemental costs
Supplementary Conditions
definition of
672 Termmation
6712 by CONTRACTOR
by OWNER 8 8 151
4212
424
42
422
423
4212
42�
426
421
42
4211
422
61
89
92 9132
62
62
1145
principal references to 1 10 1 18
42 43 51 53 54
511 68 613 74 811
Supplementing Contract Documents
Supplier
definition of
principal references to 3 7
Waiver of Rights
Surety
1 39
22 27
56 �9
93 910
36
140
65 68611 620
624 913 1412
6 11
consent to final payment
1412 14 14
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
1310 151
Suspension of Wort. and Termination
15
CONTRACTOR May Stop Work
or f erm mate
155
OWNER May Suspend Work
15 1
OWNER May Terminate
152154
Taxes- Payment by CONTRACTOR
615
technical Data
Limited Reliance by CONTRACTOR
4 2 2
Possible Price and Times Adjustments
426
Reports of Differing Subsurface and
Physical Conditions
4 2 3
x1v
of ENGINEER s employment
Suspension of Work in general
Terms and Adjectives
Tests and Inspections
Access to the Work, by others
CONTRACTORS responsibilities
cost of 13 4
covering Work prior to
Laws and Regulations (or)
Notice of Defects
OWNER May Stop Work
OWNER s independent testing
special required by ENGINEER
timely notice required
Uncovering the Work, at ENGINEERS
request
Times
Adjusting
Change of Contract
Computation of
Contract Times definition of
day
Milestones
Requirements
appeals
clarifications
155
154
82
15
34
132
13 5
136 13 7
135
131
13 10
134
96
134
138139
66
12
172
1 12
1722
12
amp
claims and disputes 911 11
Commencement of Contract Times
Preconstruction Conterence
schedules
Starting the Work
Title Warranty of
Uncovering Work
Underground Facilities Physical Conditions
definition of
Not Shown it Indicated
protection of
Shown or Indicated
Unit Price Work
claims
definition of
general 11 9 14 1 14 5
Unit Prices
generall 13 1
26 29
2 12
23
28
66
24
143
139139
141
432
43 620
431
1193
142
Determination for
910
Use of Premises
616 618 63024
Utility owners
6136207173132
Utilization Partial
1 28 5 15 6 30 2 4 14 10
Value of the Work
11 3
Values Schedule of
� 6 2 8 2 9 141
E1CDC GENERAL 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 6 11
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
114 11 5
definition of
143
neglected by CONTRACTOR
1314
other Work
7
OWNER May Stop Work
1310
OWNER May Suspend Work
1310 U 1
Related Work at Site
7 1 7 3
Starting the
2 4
Stopping by CONTRACTOR
155
Stopping by OWNER
151 154
Variation and deviation authorized
minor 36
Work Change Directive
clams pursuant to
102
definition of
1 44
principal references to
35 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 13122 1472
Written Clarifications and
Interpretations
3 6 3 94 911
Written Notice Required
by CONTRACTOR
71 9 10 9 11
104 112 12 1
by OWNER
910911 104 It 1314
Kv EICDC UENERAL CONDITIONS 1910 8 0990 ED11ION)
W CITY OF FORT COLLINS MODIFICATIONS (REV 9199)
(This page left blank intentionally)
zh EJCDC GENERAL CONDITIONS 1910 8 (1990 EDITION)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99)
No Text
GENERAL CONDITIONS
ARTICLE I DEFINITIONS
Wherever used in these General Conditions or in the other
Contract Documents the following terns have the
meanings mdicated which are applicable to both the
singular and plural thereof
11 Addnda Written a graphic instruments issued
prior to the opening of Bids which clarify correct or
change the Biddtrg Requirements or the Contract
Documents
12 4greement—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 final payments and which is to be
accompanied by such supporting documentation as is
required by the Contract Documents
14 Asbestos Any material that contains more than one
percent asbestos and Is triable or is releasing asbestos fibers
into the air above current action levels established by the
United States Occupational Safety and Health
Administration
1 5 Bid -The offer or proposal of the bidder submitted
on the prescribed form setting forth the prices for the Work
to be performed
16 Bidding Documents —The advertisement or
invitation to Bid instructions to bidders, the Bid form and
the proposed Contract Documents (including all Addenda
issued prior to receipt of Bids)
17 Bidding Requirements The advertisement or
invitation to Bid instructions to bidders and the Bid form
1 8 Bonds —Performance and Payment bonds and other
instruments of security
1 9 Change Omer —A document recommended by
ENGINEER, which is signed by CONTRACTOR and
OWNER and authorizes an additim deletion or revision in
the Work or an adjustment in the Contract Price or the
Contract I Imes, issued on or after the Effective Date of the
Agreement
110 Contract Documents —The Agreement, Addenda
(which pertain to the Contract 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
EICDC GENERAL CONDITIONS 1910-8 (1990 Eddim)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 40000)
same are more specifically identified in the Agreement
together with all Written Amendments Change Orders,
Work Change Directives, Field Orders and ENGINEERS
mitten interpretations and clarifications issued pursuant to
Paragraphs 3 5 3 6 1 and 3 6 3 on or after the Effective
Date of the Agreement Shop Drawing submittals
approved pursuant to paragraphs 6 26 and 6 27 and the
reports and drawings referred to in paragraphs 4 2 1 and
4 2 2 are not Contract Documents
111 Contract Price The moneys payable by
OWNER to CONTRACTOR for completion of the Work
in accordance with the Contract Documents as stated in
the Agreement (subject to the provisions of
paragraph 119 1 in the case of Unit Price Work)
t 12 Contract Times —The numbers of days or the
dates stated in the Agreement (I) to achieve Substantial
Completion, and (it) to complete the Work so that it is
ready for final payment as evidenced by ENGINEERS
written recommendation of final payment in accordance
with paragraph 14 13
1 13 CONTRACTOR The person, firth or corporation
with whom OWNER has entered into the Agreement
1 14 dkfectrve—An adjective which when modifying
the word Work refers to Work that is unsatisfactory faulty
or deficient in that it does not conform to the Contract
Documents, or does not meet the requirements of any
inspection, reference standard, test or approval referred to
in the Contract Documents or has been damaged prior to
ENGINEERS recommendation of final payment (unless
responsibility for the protection thereof has been assumed
by OWNER at Substantial Completion in accordance aith
paragraph 14 8 or 14 10)
I I� 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 Efechve Date of Hie 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 ENGLVEER—The person, firm or corporation
named as such in the Agreement
1 18 ENGINEER s Consultant A person, firm or
corporation having a contract with ENGINEER to formal,
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
ENGINEER which orders minor changes in the Work
accordance with paragraph 9 5 but which does not involve
a charge in the Contract Price or the Contract Times
120 General Requirements —Sections of Division I of
the Specifications
121 Hazardous Waste—Thetenn Hazardous Waste shalt
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 havuigjunsdnction
122 b Legal Holidays shall be those holidays observed
by the Gity of Fort Collins
123 Liens Liens charges security interests or
encumbrances upon real property or personal property
124 Wilesione 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 ofRward A written notice by OWNER to
the apparent successful bidder stating that upon compliance
by the apparent successful bidder with the conditions
precedent enumerated therein, within the time specified
OWNER will sign and deliver the Agreement
1 26 Nonce to Proceed- A written notice given by
OWNER to CONTRACTOR (with a cope to ENGINEER)
tisring the date on which the Contract Times will
commence to run and on wfuch CONTRA( TOR shall start
to perform CONTRACTORS obligations under the
Contract Documents
127 OWNER —The public body or authority
corporation, association, funs or person with whom
CONTRACTOR has entered into the Agreement and for
whom the Work is to be provided
128 Partial Uhlization—Use by OWNER of a
substantially completed part of the Work for the purpose
for which it is intended (or a related purpose) pnor to
Substantial Completion of all the Work
129 PCBs—Polychlonmted bipheny, is
130 Petroleum petroleum including crude oil or any
fraction thereof which is liquid at standard conditions of
temperature and pressure (60 degrees Fahrenheit and
14 7 pounds per square inch absolute) such as oil
petroleum fuel oil, oil sludge oil refuse gasoline kerosene
and oil mixed with other non Hazardous Wastes and crude
oils
1 31 Project —The total construction of which the Work
to be provided under the Contract Documents may be the
whole or a part as indicated elsewhere in the Contract
Documents
132 a Radioactive Uatenal—Source special nuclear or
byproduct material as defined by the Atomic Energy Act of
EICDC GENERAL CONDITIONS 191" (1990 Ed tim)
w/ CITY OF PORT COLLINS MODIFICATIONS (REV 40000)
1954 (42 USC Section 2011 et seq) as amended from
time to Lime
1 32 b Rerular Worlatte Hours- Regular working hours
are defined as 7 OOam to 6 00pm 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
1 35 Shop Drawings- All drawing% diagrams
dlushations, schedules and other data or information
which are specifically prepared or assembled by or for
CONTRACTOR and submitted by CONTRACTOR to
Illustrate some portion of the Work
136 Specicahons—Those portions of the Contract
Documents consisting of written technical descriptions of
materials, equipment. construction systems standards and
workmanship as applied to the Work and certain
administrative details applicable thereto
1 37 Subcontractor An individual firm or corporation
having a direct contract with CONTRACTOR or with any
other Subcontractor for the performance of a part of the
Work at the site
138 Substantial Completion The Work (or a
specified part thereof) has progressed to the point where
in the opinion of ENGINEER as evidenced
ENGINEERS definitive certificate of Substantial
Completion, it is sufficiently complete in accordance with
the Contract Documents so that the Work (or specified
Fart) can be mthzed for the purposes for which it v;
intended or if no such certificate is issued, when the
Work is complete and ready for final payment as
evidenced by ENGINEERS written recommendation of
final payment in accordance with pzragmph 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 Conduhons—The part of the
Contract Documents which amends or supplements these
Geneml Conditions
140 Suppher—A manufacturer fabricator supplier
distributor materialman or vendor having a direct contract
with CONTRACTOR or with any Subcontractor to
f nush materials or equipment to be incorporated in the
Work by CONTRACTOR or any Subcontractor
141 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 furmsh any of the following services or
materials electricity gases, steam llgtud petroleum
Products, telephone or other communications, cable
television sewage and drainage removal, traffic or other
control systems or water
1 4,. Unit 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
furmslung and incorporating materials and equipment into
the construction and performing or fumislvng services and
fttnushing documents all as required by the Contract
Documents
144 Work Change Dhrechve—A written directive to
CONTRACTOR, issued on or after the Effective Date of
the Agreement and signed by OWNER and recommended
by ENGINEER ordering an addition, deletion or revision
in the Work, or responding to differing or unforeseen
physical conditions under which the Work is to be
performed as provided in paragraph42 or 43 or to
emergencies under paragraph623 A Work Change
Directive will not change the Contract Price or the Contract
Times, but is etidence that the parties expect that the
change duetted or documented by a Work Change
Directive will be incorporated in a subsequently issued
Change Order following negotiations by the parties as to its
effect, if any on the Contract Price or Contract Tunes as
provided in paragraph 10 2
1 45 Wntren 4membneni 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 nonengineenng
or nontechnical rather than strictly construction related
aspects of the Contract Documents
ARTICLE 2—PRELIMINARY MATTERS
Delivery of Bondy
21 When CONTRACTOR delivers the executed
Agreements to OWNER, CONTRACTOR shall also
deliver to OWNER such Bonds as CONTRACTOR may
be required to furmsh in accordance with paragraph 5 1
Copies ofDoeuments
22 OWNER shall furnish to CONTRACTOR up to ten
copies (unless otherwise specified in the Supplementary
Conditions) of the Contract Documents as are reasonably
necessary far the execution of the Work Additional copies
Will be furnished, upon request at the cost, of reproduction
Commene mem of Contract Times Notice to Proceed
23 The Contract Times will commence to nut on the
thmneth day after the Effective Date of the Agreement, or
EICDC GENERAL CONDITIONS 19104 (1990 Edd,au
w CITY OF FORT COLLINS MODIFICATIONS (REV 4R000)
of a Nonce to Proceed is given, on the day indicated in the
Nonce to Proceed A Notice to Proceed may be given at
any time within thirty days after the Effective Date of the
Agreement In no
aeenarene. to isiii law "I
a[ l
Starting the Work
24 CONTRACTOR shall start to perform the Work
on the date when the Contract Tunes commence to run,
but no Work shall be done at the site prior to the date on
which the Contract Tunes commence to run
Before Starting Conshuehon
25 Before undertaking each part of the Work
CONTRACTOR shall carefiilly study and compare the
Contract Documents and check and verity pertinent
figures shown thereon and all applicable field
measurements CONTRACTOR shall promptly report in
writing to ENGINEER any conflict, error ambiguity or
discrepancy which CONTRACTOR may discover and
shall obtain a written mterpretation or clarification from
ENGINEER before prmeedmg 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 times (numbers of days or dates) for starting and
completing the various stages of the Work, including
any Milestones specified in the Contract Documents
2 6 2 a preliminary schedule of Shop Drawing and
Sample submittals which will list each required
submittal and the tunes for submittug reviewing and
processing such submittal
2621 In no case will a schedule be
acceptable which allows less than 71 calendar
Con for each review by Enaineer
263 A prelimmary 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
appropnate amount of overhead and profit applicable
to each item of Work
27 Before any Work at the site is started
CONTRACTOR and-GAW shall each deliver to the
either OWNER, wi.,.,th copies to each-nddtHenal—irrwred
Ident] ,I in .he c.te... �a ENGINEER,
certificates of insurance (and other evidence of insurance
reeseaaby--regxest requested by OWNER) which
CONTRACTOR ^-a ^'ir..rvn -^ [,,; '= is required
to purchase and maintain in accordance with
paragraphs 5 4 5 6 mid 5-7
P),eeonstruetion 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 26
Procedures for handling Shop Drawings and other
submittals processing Applications for Payment and
maintaining required records
Initially Acceptable Schedules
29 Unless otherwise provided in the (.ontmet
Documents at least _ days befe
before any work at the site be¢vus,
a conference attended by CONTRACTOR, ENGINEER
and others as apprepnafe desimated by OWNER, will be
held to review for acceptability to ENGINEER as provided
below the schedules submitted in accordance with
paragraph 2 6 and Division 1 General Requirements
CONTRACTOR shall have an additronal ten days to make
corrections and adjustments and to complete and resubmit
the schedules No progress payment shall be made to
CONTRACTOR unul 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 Bork to
completion within any specified Milestones and the
C on tract Tames, but such acceptance will neither impose on
ENGINEER responsibility for the sequencing, scheduling
or progress of the Work nor interfere with or relieve
CONTRACTOR lbom 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
FNGINEER 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
EJCDC GENERAL CONDITIONS 191" (1990 Ed,.)
w CITY OF FORT COLLINS MODIFICATIONS (REV 42000)
describe a functionally complete Project (or part thereof)
to be constructed in accordance with the Contract
Documents Any Work materials or equipment that may
reasonably be inferred from the Contract Documents or
from prevailing custom or trade usage as being required to
Produce the intended result will be furnished and
perforated 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 Clanfrcanons and interpretations of the Contract
Documents shall be issued by ENGINEER as prop ided in
paragraph 9 4
33 Reference to Standards and Specifications of
Technical Socteties Reporting and Resolving
Discrepancies
33 1 Reference to standards speoifications
manuals or codes of any technical society organization
or association, or to the Laws or Regulations of any
governmental authority whether such reference be
specific or by implication, shall mean the latest
standard, specification, manual code or Laws or
Regulations ineffect at the time of opening of Bids (or
on the Etf xtive Date of the Agreement if there were
no Bids) except as may be otherwise specifically
stated in the Contract Documents
3 3 2 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 refetred to m paragraph 6 s
CONTRACTOR shall report it to ENGINEER in
writing at once and, CONTRACTOR shall not
proceed with the "ork 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 or discrepancy unless
CONTRACTOR knew or reasonably should have
known thereof
3 3 3 Except as otherwise specifically, stated in the
Contract Documents or as may be provided by
amendment or supplement thereto issued by one of the
methods indicated in paragraph 3 5 or 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 I the provisions of any such standard,
specification, manual, code or instruction (whether
or not specifically mcorporated 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 any such standard specification, manual
code or instruction shall be effective to change the duties
and responsibilities of OWNER CONTRACTOR or
ENGINEER, or any of their subcontractors, consultants
agents or employees from those set forth in the Contract
Documents, nor shall it be effective to assign to OWNER
ENGINEER or any of ENGINEERS Consultants, agents or
employees any duty or authority to supervise or direct the
famishing of performance of the Work or any duty or
authority to undertake responsibility inconsistent with the
provisions of paragraph 9 13 or any other provision of the
Contract Documents
34 Whenever in the Contract Documents the terms as
ordered as directed as required as allowed as
approNed a terms of like effect or airport are used, or the
adjectives reasonable suitable acceptable proper
or satisfactory or adjectives of like effect or import are
used to describe a requirement, direction, review or
judgment of ENGINEER as to the Work it is intended that
such requirement direction, review or judgment will be
solely to evaluate in general the completed Work for
compliance with the requirements of and information in the
Contract Documents and conformance with the design
concept of the completed Project as a functioning whole as
shown or indicated in the Contract Documents (unless there
is a specific statement indicating otherwise) The use of
any such term or adjective shall not be effective to assign to
ENGINEER any duty or authority to supervise or direct the
famishing or performance of the Work or any duty or
authority to undertake responsibility contrary to the
prof isiom of paragraph 9 13 or any other provision of the
Contract Documents
Amending and Supplementing 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
3 51 a formal Written Amendment,
3 5 2 a Change Order (pursuant to paragraph 104)
or
EJCDC GENERAL CONDITIONS 1910E (1990 ENna)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4R000)
3 5 3 a Work Change Directive (pursuant to
paragraph 10 1)
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),
362 ENGINEER s approval of a Shop Drawing or
Sample (pursuant to paragraphs 6 26 and 6 27) or
363 FNGINEERs written interpretation or
clarification (pursuant to paragraph 9 4)
Reuse ofDoeuments
37 CONTRACTOR and any Subcontractor or
Supplier or other person or orgamzation performing or
finushing any of the Work under a direct or indirect
contract with OWNER (i) shall not have or acquire 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 (it) shall not reuse any of
such Drawings Specifications other documents or copies
on eMensions 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
4vadabihty of Lands
41 OWNER shall furiush, as indicated in the Contract
Documents, the lands upon which the Work is to be
performed, nghtsof way and easements for access
thereto and such other lands which are designated for the
use of CONTRACTOR
OWNER *All _ _
OWNER shall identify any encumbrances or restrictions
not of general application but specifically related to use of
lands so punished with which CONTRACTOR will have
to comply in performing the Work Easements for
permanent structures or permanent changes in existing
facilities will be obtained and paid for by OWNER, unless
otherwise provided in the Contract Documents If
CONTRACTOR and OWNER are unable to agree on
entitlement to or the amount or extent of any adjustments
in the Contract Price a the Contract Times as a result of
any delay in OWNERS furnishing 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 Subsurface and Physical Conditions
42 1 Reports and Dramngs Reference is made to
the Supplementary Conditions for identification of
4 2 1 1 Subsurface ConaMons Those reports of
explorations and tests of subsurface conditions at or
contiguous to the site that have been uultzed by
ENGINEER in preparing the Contract Documents
and
4 2 12 Physical Confitions Those drawings of
physical conditions in or relating to ewsung surface
or subsurface structures at or contiguous to the site
(except Underground Facilities) that have be.,n
utdlzed 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 an
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
422 1 the completeness of such reports and
drawings for C.ONTRACTORs 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 mcidentthereto 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 opimons or
information
4 2 3 Notice of Differing Subsurface or Physical
Con[bhons If CONTRACTOR beheles 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 maccurate or
4232 is of such a nature as to require a
change ur the Contract Documents, or
4233 differs materially from that shown or
EJCDCGENERAI CONDITIONSI9103(19,,Rnn.)
W CI rY OF FORT COLLINS MODIFICATIONS (REV 42000)
indicated in the Contract Documems, 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 preaipOf 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
424 ENGINEERS 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 witting
(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 14ustments, An
equitable adjustment in the Contract Price or in the
Contract Times or both will be allowed to the extent that
the existence of such uncovered or revealed condition
causes an increase or decrease in CONTRACTORS cost
of or time required for performance of the Work subject,
however to the following
4 2 6 1 such condition must meet any one or
more of the categories described in
paragraphs 4 2 3 1 through 4 2 3 4 inclusive
4262 a change in the Contract Documents
pursuant in paragraph 4 2 5 will not be an
automatic authorization of nor a condition
precedent to entitlement to anv such adjustment
4263 with respect to Work that is paid for
on a L rat Price Basts, any adjustment in Contract
Price 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 rime,
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 Times 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
exammation, 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 CONrRACTORs making such final
commitment or
42643 CONTRACTOR faded to
give the written notice within the time and
as required by paragraph 4 2 3
If OWNER and CONTRACTOR are unable ro agree on
entitlement to or as to the amount or length of any such
equitable adjustment in the Contract Price or Contract
Times a clam may be made therefor as provided in
Articles 1 I and 12 However OWNER, ENGINEER and
ENGINEERS Consultants shall not be liable to
CONTRACTOR for any clams costs losses or damages
sustained by CONTRACTOR on or in connection with anv
other project or anticipated project
4.3 Physical Conrhhons—Underground Faakties
43 1 Shown or In hcated The information and data
shown or indicated in the Contract Documents with
respect to existing Underground Facilities at or
contiguous to the site is based on information and data
furnished to OWNER or ENGINEER by the owners of
such Underground Facilities or by others Unless it is
otherwise expressly provided in the Supplementary
Conditions
4 3 1 1 OWNER and ENGINEER shall not be
responsible for the accuracy or completeness of any
such information or data and
43 12 The cost of all of the following will be
included in the Contract Price and CONTRACTOR
shall have full responsibility for (1) reviewing and
checking all such information and data (it) locating
all Underground Facilities shown or indicated in the
Contract Documents,(ui) coordination of the Work
with the owners of such Underground Facilities
during construction, and (tv) the safety and
Protection of all such Underground Facilities as
provided in paragraph 620 and repairing anv
damage thereto resulting from the W ork
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 Documents, CONTRACTOR shall, pfemptly
Immediate[ y after becoming aware thereof and before
further disturbing conditions affected thereby or
perform mg anv W crk in connection therewith (except
in an emergency as required by paragraph623)
identify the owner of such Underground Facility and
E1C'DC GENERAL CONDITIONS 1910-8 (1990 Edtmm)
w/CITY OF FORT COLLINS MODIFICATIONS flE 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 a1 the Contract
Documents to reflect and document the consequences
of the existence of the Underground Facility It
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
CONTRACTOR shall may be allowed an increase in
the Contract Price or an extension of the Contract
Times, or both to the extent that they are attributable
to the existence of any Underground Facility that was
not shown or indicated in the Contract Documents
and that CONTRACTOR did not know of and could
not reasonably have been expected to be aware of or
to have anticipated If OWNER and CONTRACTOR
are unable to agree on entitlement to or the amount or
length of any such adjustment in Contract Price or
Contract Tunes, CONTRACTOR may make a claim
therefor as provided in Articles 11 and 12 However
OWNER ENGINEER and ENGNEERs
Consultants shall not be liable to CONTRACTOR for
any clamps, costs, losses or damages incurred or
sustained by CONTRACTOR on or in connection
with any other project or anticipated project
Reference Pointy
44 OWNER shall provide engineering surveys to
establish reference points for construction which in
ENGINEERS judgment are necessary to enable
( ONTRACTOR to proceed with the Work
CONTRACTOR shall be responsible for laying out the
Work, shall protect and preserve the established reference
points and shall make no changes or relocations without
the prior written approval of OWNER CONTRACTOR
shall report to ENGINEER whenever any reference point
is lost or destroyed or requires relocation because of
necessary changes in grades or locations, and shall be
responsible for the accurate replacement or relocation of
such reference points by professionally qualified
personnel
45 Asbestos PCBs Petroleum Hazardous Waste or
Radioactive Material
4 � 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 m 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
anvone else for whom CONTRACTOR is
responsible
ARTICLE 5- BONDS AND INSURANCE
Performance Payment and OlherBonds
51 CONTRACTOR shall furiush Performance and
Payment Bonds, each in an amount at least equal to the
Contract Price as security for the farthful performance and
payment of all CONTRACTORS obligations under the
Contract Documents These Bonds shall remain in effect
at least until one year after the date when final payment
becomes due except as provided otherwise by Laws or
Regulations or by the Contract Documents
CONTRACTOR shall also furnish such other Bonds As
are required by the Supplementary Conditions All Bonds
shall be in the form prescribed by the Contract Documents
except as provided otherwise by Laws or Regulations and
shall be executed by such sureties as are named in the
current list of Companies Holding Certificates of
Authonty as Acceptable Sureties on Federal Bonds and as
Acceptable Reuisuring Companies as published in
Circular 570 (amended) by the Audit Staff Bureau of
Government Financial Opemtioris, US 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 banished by
CONTRACTOR is declared a bankrupt or beLMMM
insolvent or its right to do business is 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 Sureties and Insurers Certificates of
Insurance
53 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 duty
licensed or authorized in the jurisdiction in which the
Project is located to issue Bonds or insurance policies
for the limits and coverages so required Such surety
and insrmce 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 5 4 Old -shall
nnr o n,
C _d_t •_ a__ Ah -Spies to age
additl I a ._...�._
.�__.__.__.. ...... s�.:vid in ad by
Y and 5 7 hereof
EJCDC GENERAL CONDITIONS 1910-8 (1990 Edium)
w/ CITY OF FORT COLLINS MODIR CATIONS (REV 42000)
CONTRACTOR s Liabibty Insurance
54 CONTRACTOR shall purchase and maintain such
liability and other insurance as is appropriate for the Work
being performed and furnished and as will provide
Protection from clans set forth below which may arise out
of or result from CONTRACTORS performance and
furnishing of the Work and CONTRACTORS other
obligations under the Contract Documents, whether it is to
be performed or furnished by CONTRACTOR, any
Subcontractor or Supplier or by anyone directly or
indirectly employed by any of them to perform or funsh
any of the Work or by anyone for whose acts any of them
may be liable
5 4 1 clams under workers compensation, disability
benefits and other similar employee benefit acts
542 clans for damages because of bodily injury
occupational sickness or disease or death of
CONTRACTORS employees
543 clans for damages because of bodily injury
sickness or disease or death of any person other than
CONTRACTORS employees
4 5 claims for damages, other than to the Work
itself because of injury to or destruction of tangible
property wherever located, including loss of use
resulting therefrom and
5 4 6 clams for damages because of bodily mpur} or
death of any person or property damage arising out of
the ownership maintenance or use of any motor
vehicle
The policies of insurance So required by this paragraph 5 4
to be purchased and maintained shall
5 4 7 with respect to insurance required by
paragraphs 1 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
addrtonal insureds
5 48 include the specitic 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
ErCDC GENERAL CONDITIONS 1910 8 (19W ENnam)
w/ CITV OF FORT COLLINS MODIFICATIONS (RED 42000)
5410 include contractual liability insurance
covering CONTRACTORS indemnity obligations
under paragmphs 6 12 6 16 and 6 31 through 6 33
5411 ewmain a provision or endorsement that the
coverage afforded will not be cancelled, materially
changed or renewal refused until at least thirty days
prior written notice has been given to OWNER and
CONTRACTOR and to each other additional insured
identified in the Supplementary Conditions to whom
a certificate of insurance has been Issued (and the
certificates of insurance furnished by the
CONTRACTOR pursuant to paragraph 5 3 2 will so
provide)
5 412 remain in effect at least until final payment
and at all tunes thereafter when CONTRACTOR may
be connecting removing or replacing defective Work
in accordance with paragraph 13 12 and
5 4 13 with respect to completed operations
insurance and any insurance coverage written on a
claims made basis remain in effect for at least two
years after final payment (and CONTRACTOR shall
furnish OWNER and each other additional insured
identified in the Supplementary Conditions to whom
a certificate of insurance has been issued evidence
satisfactory to OWNER and any such additional
insured of continuation of such insurance at final
Payment and one year thereafter)
OWNER v Liabibry Insurance
55 In addition to insurance required to be provided
by CONTRACTOR under paragraph 5 4 OWNER at
OWNERS option, may purchase and maintain at
OWNERS expense OWNERS own liability insurance m
will protect OWNER against clans which may arise from
operations under the Contract Documents
Property Insurance
��. j �pp.-11 • � ice, yi��!!_!.._.. ^
• LbN�l1>•i1i��L9r11.11f.
f.
> 9 OWNER shall not be responsible for purchasing
and mamtammg any property insurance to protect the
interests of CONTRACTOR Subcontractors or others t
nak of
.�.... .. _� .Ae... c,.A
by GONTRW"'
purcha;a and mairitim it At
A
Y __ _ _
,b,*AI Q)Am to
ASP —Order —nt
ID EJCDCOENEkAL CONDITIONS 1910-8(1990 EdUM)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4R000)
SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
Horsetooth Ziegler Roundabout and
Ziegler Road Improvements
BID NO 6082
PURCHASING DIVISION
215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS
February 25, 2008 — 3 00 P M (OUR CLOCK)
where renewal is a way of life
ci. n_.nrccn r
Receipt andApplicanon oflnsarance Proceeds
5 12 Any Insured loss under the policies of insurance
required by pamgniphs 5 6 and 5 7 will be adjusted with
OWNER and made payable to OWNER as fiduciary for the
insureds, as then interests may appear subject to the
requirements of arry applicable mortgage clause and of
Paragraph 5 13 OWNER shall deposit in a separate
account arty money so received, and shall distribute it in
accordance with such agreement as the parties in interest
may reach If no other special agreement its 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
> 13 OWNER as fiduciary shall have power to adjust
and settle any loss with the insurers unless one of the
Parties in interest shall object in writing within fifteen days
after the occurrence of loss to 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 manners � .v _e,,. ed _ _
m as ,ta,„�-g.+e--moo .o.--e. ia
Acceptance of Bands and Insurance Option to Replace
514 If
OWNER has any objection to the coverage afforded by or
other provisions of the Beads -a insurance required to be
purchased and maintained by the Cher —may
CONTRACTOR in accordance with Article 5 on the basis
of nonconformance with the Contract Documents the
OWNER will
notify CONTRACTOR in writing within ten fifteen days
after reseept delivery of the certificates (eEG;W-efAerewdenca
regees R tq OWNER as requited by paragraph 2 7
fAh. 9.6h Raid,tional
Party does Fty-
..ha ,.. a
Peh
sInterests at
Contract -Friee-sarordmglY
Partial Ulth anon —Property Insurance
5 15 If OWNER finds it necessary to occupy or use a
portion or portions of the Work prior to Substantial
FJCDC GENERAL CONDITIONS 1910b (1990 Edit,.)
w/ CITY OF PORT COLLINS MODIFICATIONS (REV a2000)
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
Superveson and Supertntendenee
61 CONTRACTOR shall supernso inspect and
direct the Work competently and efficiently devotmg
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 neghgence of others in the design or specification
of a specific means, method technique sequence or
procedure of construction which is shown or indicated in
and expressly required by the Contract Documents
CONTRACTOR shall be responsible to see that the
completed Work i.omphes 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
commumcations to the superm[endent shall be as binding
as if given to CONTRACTOR
Labor MatenalsandEquipment
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 times maintain
good discipline and order at the site Except as otherwise
required for the safety or protection of persons or the
Work or property at the site or adjacent thereto and
except as otherwise indicated in the Contract Documents
all Work at the ate 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 th the ENGINEER
no less than 48 hours in advance of —Work to be
performed on Saturday Sunday, Holidays or outside the
Reeulaz WorKim Hours
11
64 Unless otherwise specified in the General
Requirements, CONTRACTOR shall furnish and
contains or is followed by words reading that no like
assume
full responsibility for all materials, equipment, labor
equivalent or or equal item or no substitution is
permitted, other items of material orequipment or
transportation, construction equipment and machinery
tools, appliances, fuel, power light heat telephone water
material or equipment of other Suppliers be
sanitary facilities, temporary facilities and all other
accepted by ENGINEER under the following
circumstances
facilities and incidentals necessary for the furnishing
performance testing start up and completion of the Work
6 7 I 1 'Or Equal If in ENGINEERs sole
641 Yurchasuie Restrictions CONTRACTOR
discretion an Rem of material or equipment
Proposed by CONTRACTOR is functionally
must comply with the Citvs punhasi restnetions A
n8
equal to that named and sufficiently similar so that
copy of me resolutions are available for review in the
offices of the
no change in related Work will be required, R may
—chasine and Risk Mana exent
Division or the City Clerks
be considered by ENGINEER as an or -"al
office
item in which case review and approval of the
642 Cement Restrictions City of F rt Collins
discrproposed item may in ENGINEERS sole
e accomplishedce
tion �orc
Resolution 9l 121 requires that suppliers and producers
of cement or products
with some all thew requirementsithout for
containing cement to certify that
me cement was not made in cement kilns that bum
acceptance of proposed substitute items
hazardouswasteasafuel
6 7 1 2 Substitute hems If m ENGINEERs sole
discretion
an item of material or equipment
65 All materials and equipment shall be of good
proposed by CONTRACTOR does not qualify as
an cr�qual item under subparagraph 6 7 1 1 R
quality and new except as otherwise provided in the
Contract Documents All
Will be considered a proposed substitute item
warranties and guarantees
specifically, called for by the Specifications shall expressly
CONTRACTOR shall submit sufficient
information as below
run to the benefit of OWNER If required by ENGINEER,
provided to allow
ENGINEER to determine that the item of material
CONTRACTOR shall furnish satisfactory evidence
(including reports of required tests) as to the kind
or equipment proposed is essentially equivalent to
and
quality of materials and equipment All materials and
that named and an acceptable substitute therefor
The procedure for renew by the ENGINEER wdl
equipment shall be applied, installed, connected erected
used, cleaned and
include the following as supplemented in the
conditioned in accordance with
instructions of the applicable Supplier except as otherwise
General Requirements and as ENGINEER may
decide is appropriate under the circumstances
provided in the Contract Documents
Requests for review of proposed substitute items
Progress Schedule
Imaterial or egmpmeat will not be accepted by
ENGINEER from anyone other than
66 CONTRACTOR shall adhere to the progress
CONTRACTOR If CONTRACTOR uishe to
furnish or use a substitute item of material or
schedule established in accordance with paragraph 2 9 as it
equipment, CONTRACTOR shall first make
may be adjusted from time to time as provided below
written application to ENGINEER for acceptance
6 6 1 CONTRACTOR shall submit to ENGINEER
thereof certifying that the proposed substitute will
perform adequately the functions and aclueve the
for acceptance (to the extent indicated in
paragraph 2 9) proposed adjustments in the
results called for by the general design be similar
progress
schedule that will not change the Contract Times (or
in substance to that speeL ied and be suited to the
same use as that specified The application will
Milestones) Such adjustments will conform generally
to the progress schedule then in effect and additionally
state the extent, if any to which the evaluation
will comply with any provisions of the General
and acceptance of the proposed substitute will
prejudice CONTRACTORS achievement of
Requirements applicable thereto
Substantial Completion on me whether or not
6 6 2 Proposed adjustments in the progress schedule
acceptance of the substitute for use in the Work
will require a change in any of the Contract
that will change the Contract Times (or Milestones)
Documents (or in the provisions of any other
shall be submitted in accordance with the requirements
of 121 Such
direct contract with OWNER for work on the
paragraph adjustments may only be
made by a Change Order or Written Amendment
Project) to adapt the design to the proposed
in
accordance with Article 12
substitute and whether or not incorporation or use
of the substitute in connection with the Work is
67 Subsirufes and Or Equal Items
subject to payment of any license fee or royalty
All variations of the proposed substitute from that
6 7 1 Whenever an item of material or equipment m
specified will be identified in the application and
available maintenance repair and replacement
specified or described in the Contract Documents by
using the name of a propnetary item or the
sen me will be indicated The application will
name of a
particular Supplier the specification or description is
also contain an itemized estimate of all costs or
credits that will result directly or indirectly from
intended to establish the type function and quality
required Unless the specification deseption
acceptance of such substitute including costs of
or
redesign and clarets of other contractors affected
E1CDC GENERAL CONDITIONS I910 & (1990 Emmm)
12 w/CITY OF FORT COLLINS MODIFICATIONS (REV 42000)
by the resulting change, all of which will be
CONTRACTOR shall perform not less than 20
considered by ENGINEER in evaluating the
percent of the Work with its own force (that i
proposed substitute ENGINEER may require
CONTRACTOR to furnish additionaldata about
without subcontract tnot The 20 percent requirement
shall be understood to refer to the Work the value of
the proposed substitute
wtueh totals not less than 20 percent of the Contract
6 7 13 CONTRACTOR s Expense All data to be
Rice
provided by CONTRACTOR it support of any
6 8 2 if rin v - Bidding
proposed or -equal or substitute item will be at
Documents require the identity of certain
CONTRACTOR s expense
Subcontractors, Suppliers or other persons or
672 Substitute Construction Methods or
organizations (including those who are to fumish the
principal items of materials or equipment) to be
Procedures If a specific means method technique
submitted to OWNER :�. cam. a,-;, �? 4`.ca
sequence or procedure of constriction is shown or
date prior to the Effective Date of the Agreement for
indicated in and expressly required by the Contract
acceptance by OWNER and ENGINEER,—eIq"
Documents, CONTRACTOR may furnish or utilize a
T*iq`RAPTnn has _.b_ dlist thereof�
substitute means, method, technique sequence or
A
procedure of construction acceptable to ENGINEER
OWNERS or ENGINEERS acceptance (either in
CONTRACTOR shall submit sufficient information to
writing or by failing to make written objection thereto
allow ENGINEER in ENGINEERS sole discretion, to
by the date indicated for acceptance or objection in
determine that the substitute proposed is equivalent to
the bidding documents or the Contract Documents) of
that expressly called for by the Contract Documents
The procedure for review by ENGINEER will be
similar to that provided in subparagraph 6 7 1 2
673 En ginger's Evaluation ENGINEER will be
ng mill
--t-•�-* the C-- --
allowed a reasonable time witlnn which to evaluate
will b
each proposal or submittal made pursuant to
.1 bsuba.,is and an
Paragraphs 6 7 12 and 6 7 2 ENGINEER will be the
will
sole judge of acceptability No or
constitute a condition of the Contract requiring the
utilized
h wit
without
substitute will be ordered uiaccept
use of the named s raractors suppliers or other
ENGINEERS prior acceptance which will
n e is
[sons or orgammum on the Work unless prior
evidenced a Change
nher a Change Order or ed
approved
written approval is obtained from OWNER and
Shop Drawing OWNER may require
y
ENGINEER No acceptance by OWNER or
CONTRACTOR
CONTRACTOR to Curush at CONTRACTORS
ENGINEER of any such Subcontractor Supplier or
expense a special performance guarantee or other
other person or organization shall constitute a waiver
surety with respect to any orequat or substitute
of any tight of OWNER or ENGINEER to reject
ENGINEER will record tune required by
defective Work
ENGINEER and ENGINEERS Consultants in
evaluating substitutes proposed or submitted by
69
CONTRACTOR pursuant to paragraphs 6 7 12 and
672 and in making changes in the Contract
6 9 1 CONTRACTOR shall be fully responsible to
Documents (or in the provisions of any other direct
OWNER and ENGINEER for all acts and omissions
contract with OWNER for work on the Project)
of the Subcontractors, Suppliers and other persons
occasioned thereby Whether or not ENGINEER
and organizations performing or furnishing any of the
accepts a substitute Item so proposed or submitted by
Work under a direct or indirect contract with
CONTRACTOR, CONTRACTOR shalt reimburse
CONTRACTOR just as CONTRACTOR is
OWNER for the charges of ENGINEER and
responsible for CONTRACTORS own acts and
ENGINEERS Consultants for evaluating each Such
omissions Nothing in the Contract Documents shall
proposed substitute item
create for the benefit of any such Subcontractor
6.8 Concerning Subcontractors Suppliers and
Supplier or other person or organization any
contractual relationship between OWNER or
Others
ENGINEER and arty such Subcontractor Supplier o
681 CONTRACTOR shall not employ any
other person or organization nor shall it create any
obligation on the Fart of OWNER or ENGINEER to
Subcontractor Supplier or other person or organization
pay or to we to the payment of any moneys due any
(including those acceptable to OWNER and
such Subcontractor Supplier or other person or
ENGINEER as indicated in paragraph 6 8 2) whether
organization except as may otherwise be required by
Initially or as a substitute against whom OWNER or
Lawsand Regulations OWNER or ENGINEER may
ENGINEER may have reasonable objection
furnish [o am subcontractor suppher or other person
CONTRACTOR shall not be required to employ any
or organization evidence of amounts to
Subcontractor Supplier or other person or organization
paid
CONIRACTOR in accordance with
to famish or perform any of the 1A ork against whom
CONTRACTORS Aophcations for Pavment
CONTRACTOR has reasonable objection
E1CDC GENERAL CONDITIONS 1910-8 0990 E btiml 13
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000)
692 CONTRACTOR shall be solely responsible
for scheduling and coordinating the Work of
Subcontractors, Suppliers and other persons and
orgamZations 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 farrushing 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 Supphem or delineating the Work to be
performed by any speufic 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 Whenever aity such agFeeme,;
is w4h A or OF ed as
CONTD A/ TlIO and the SubeentmeasE or L upplief m,a
Patent Fees and Ropalhes
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
It 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 tee a
royalty to others the existence of such rights shall be
disclosed by OWNER in the Contract Documents To the
fullest extent permitted by Laws And Regulations,
CONTRACTOR shall indemnify and hold harmless
OWNER ENGINEER, ENGINEERS Consultants and the
officers, directors, employees, agents and other consultants
of each and any of them Gom and against all claims, costs,
losses and damages arising out of or resultmg from any
infringement of patent rights or copyrights incident to the
use in the performance of the Work or resulting from the
incorporation in the Work of any invention, design
process, product or device not specified in the Contract
Documents
14 EICDC GENERAL CONDITIONS 1910 a (1990 E bt,.)
w1 CITY OF FORT COLLIM MODIFICATIONS (REV 40000)
Penntis
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 foes 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
Fey all charges of utility owners for connections to the
Work and OWNER shall pay all charges of such utility
owners for capital costs related thereto such as plant
investment fees
6.1Q Laws andRegulahons
6 14 1 CONTRACTOR shall give all notices and
comply with all Laws and Regulations applicable to
furnishng 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 compliance with am, Laws or
Regulations
6142 If CONTRACTOR performs any Work
knowing or having reason to know that it is contrary
to Laws or Regulations, CONTRACTOR shall bear
all claims, costs, losses and damages caused by
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, consamer
use and other similar taxes required to be paid by
CONTRACTOR in accordance with the Laws and
Regulations of the place of the Project which are
applicable during the performance of the Work
6 15 1 OWNER is exempt from Colorado State and
local sales and use taxes on materials to be
cernanently incorporated into the protect Said taxes
shall not be included in the Contract Price
Address
C,olomdo Department of Revenue
State Capital Annex
1375 Sherman Street
Denver, Colorado. 80261
Sales and Use Taxes for the State of Colorado
R"e lonal Transportation Distnct (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 buildme materials physically incorporated into the
project are to be card by CONTRACTOR and are to
be included m appropriate bid items
Use of Premises
616 CONTRACTOR shall confine construction
equipment, the storage of materials and equipment and the
operations of workers to the site anti 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 a of any adjacent land or areas, resulting
from the performance of the Work Should any clan 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 claims costs, losses and
damages ansing out of or resulting from any claim or
action, legal or equitable brought by any such owner or
occupant against OWNER ENGINEER or any other party
mdemmfied hereunder to the extent caused by or based
upon CONTRACTOR s performance of the W ork
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 put of the Work or adjacent property to stresses or
pressures that will endanger it
Record Documents
EJCDC GENERAL CONDITIONS 19I0-8 (1990 ENtim)
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 clarifications (issued pursuant to
paragraph 9 4) in good order and annotated to show all
changes made during construction These record
documents together with all approved Samples and a
counterpart of all approved Shop Drawings will be
available to ENGINEER for reference Upon completion
of the Work, and prior to release of final Payment these
record documents, Samples and Shop Drawings will be
delivered to ENGINEER for OWNER
Safety and Protection
620 CONTRACTOR shall be responsible for
mitiating, maintaimng 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
6202 all the Work and materials and equipment to
be Incorporated therein, whether in storage on or off
the site and
6 20 3 other property at the site or adjacent thereto
including trees shrubs, lawns, walks, pavements
roadways, structures, utilities and Underground
Facilities not designated for removal relocation or
replacement in the course of construction
CONTRACTOR shall comply with all applicable Laws
and Regulations of any public body having jurisdiction for
safety of persons or property or to protect them from
damage injury or loss and shall erect and maintain all
necessary safeguards for such safety and protection
CONTRACTOR shall notify owners of adjacent property
and of Underground Facilities and utility owners when
prosecution of the Work may affect them and shall
cooperate with them in the protection removal relocation
and replacement of their property All damage injury or
loss to any property referred to in paragraphs 6 20 2 or
6 20 3 caused, directly or indirectly in whole or in part, by
CONTRACTOR, any Subcontractor Supplier or any
other person or organization directly or indirectly
employed by any of them to perform or banish 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 Specificanons
or to the acts or omissions of OWNER or ENGINEER or
ENGINEERS Consultant or anyone employed by any of
them or any one for whose acts any of them may be liable
and not attributable directly or indirectly in whole or in
part, to the fault or negligence of CONTRACTOR or any
Subcontractor Supplier or other person or organization
directly or indirectly employed by any of them)
CONTRACTOR s duties and responsibilities for the safety
and protection of the Work shall continue until such time
as all the Work is completed and ENGINEER has issued a
15
notice to OWNER and CONTRACTOR in accordance
with paragraph 14 13 that the Work is acceptable (except as
Otherwise expressly provided in connection with
Substantial Completion)
621 Safety Representative
CONTRACTOR shall designate a qualified and
experienced safety representative at the site whose duties
and responsibilities shall be the prevention of accidents and
the maintaining and supervising of safety precautions and
programs
Hazard Communication Programs
622 CONTRACTOR shall be responsible for
coordinating any exchange of material safety data sheets or
other hazard communication information required to be
made available to or exchanged between or among
employers at the site in accordance with Laws or
Regulations
Emergencies
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
determines that a change in the Contract Documents is
required because of the action taken by CONTRACTOR in
response to such an emergency a Work Change Directive
or Change Order will be issued to document the
consequences of such action
6.24 Shop DrawingsandSamples
6 241 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 in the (icneral
Requirements The data shown on the Shop Drawings
will be complete with respect to quantities,
dimensions specified performance and design criteria
materials and similar data to show ENGINEER the
materials and equipment CONTRACTOR proposes to
Provide and to enable ENGINEER to review the
information for the limited purposes required by
paragraph 6 26
6 24 2 CONTRACTOR shall also submit Samples to
ENGINEER for review and approval in accordance
with said accepted schedule of Shop Drawings and
Sample submittals Each Sample will be identitied
clearly as to material, Supplier pertinent data such as
catalog numbers and the use for which intended and
otherwise as ENGINEER may require to enable
ENGINEER to review the submittal for the limited
I6 EICDC GENERAL CONDITIONS 1910E(1990 Emnm)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4@000)
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,
dmiensions, specified performance criteria
mstallahon requirements, materials, catalog
numbers and similar information with respect
thereto
6 25 12 all materials with respect to intended
use fabrication shipping handling storage
assembly and installation pertaining to the
performance of the Work, and
62513 all information 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 satisfied
CONTRACTORS obligations order 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 nonce of such variations if any that the Shop
Drawing or Sample submitted may have from the
requirements of the Contract Documents, such nonce
to be in a written commumcation separate from the
submittal and, in addition, shall pose a specific
notation to be made on each Shop Drawing and
Sample submitted to ENGINEER for review and
approval of each such varemon
626 ENGINEER will review and approve Shop
Drawings and Samples in accordance with the schedule of
Shop Drawings and Sample submittals accepted by
ENGINEER w required by paragmph 2 9 ENGINEERs
review and approval will be only to determine if the items
covered by the submittals will after installation or
incorporation in the Work conform to the information
given in the Contract Documents and be compatible with
the design concept of the completed ProjeU 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
modem 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
revision other than the corrections piled 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 vanauon by a specific written
notation thereof incorporated in or accompanying the Shop
Drawing or Sample approval nor will any approval by
ENGINEER relieve CONTRACTOR from responsibility
for complying with the requirements of paragraph 6 25 1
628 Where a Shop Drawing or Sample is required by
the Contract Documents or the schedule of Shop Drawing
end 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 the Work
6 29 CONTRACTOR shall carry on the Work and
adhere to the progress schedule during all disputes or
disagreements with OWNER No Work shall be delayed or
postponed pending resolution of any disputes a
disagreements except as permitted by paragraph 15 s or as
OWNER .and CONTRACTOR may otherwise agree in
writing
6.30 CONFR4CTOR 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 mid will not be ikfechve
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 Supphers or
6301 2 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
ETCDC GENERAL CONDITIONS 1910-8 (1990 Edtim)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000)
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 14 13
63027 any inspection test or approval by
others or
63028 any correction of defective Work by
OWNER
Indemnification
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 clans, costs, losses and damages (including
but not limited to all fees and charges of engmeers,
architects, attorneys and other professionals and all court
or arbitration or other dispute resolution costs) caused by
ansi g out of or resulting from the performance of the
Work provided that any such clam cost loss or damage
(1) is attributable to boddy 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 (11) is caused in whole or in part
by any negligent act or omission of CONTRACTOR any
Subcontractor any Supplier any person or organimbon
directly or indirectly employed by any of them to perform
or banish any of the Work or anyone for whose acts any
of them may be liable regardless of whether or not caused
in part by any negligence or omission of a person or entity
indemnified hereunder or whether liability is imposed
upon such mdemmfied party by Laws and Regulations
regardless of the negligence of any such person or entity
632 In any and all claims against OWNER or
ENGINEER or any of then 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 orgammUm directly or mdvectly 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
he 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 ENGINEER s Consultants
officers, directors employees or agents caused by the
professional negligence errors or omissions of any of them
Sarnval ofObbgait"s
634 All representations indemnifications, warranties
and guarantees made R required by or given in accordance
with the Contract Documents, as well as all commuing
obligations indicated in the Contract Documents, will
survive final payment, completion and acceptance of the
W ork and texntrnation or completion of the Agreement
ARTICLE 7 OTHER WORK
Related Work at Site
71 OWNER may perform other work related to the
Project at the site by OWNERS own forces, or let other
direct contracts therefor which shall contain General
Conditions similar to these or have other work performed
by utility owners If the fact that such other work is to I&
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 clam 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 am ount or extent thereof
72 CONTRACTOR shall af&ird each other contractor
who is a party to such a direct contract and each utility
owner (and OWNER, it 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 properly connect
and coordinate the Work with theirs Unless otherwise
provided in the Contract Documents, CONTRACTOR
shall do all cutting, fitting and patching of the Work that
may be required to make its several parts come together
properly and integrate with such other work
CONTRACTOR shall not endanger any work of others by
cutting excavating or otherwise altering their work and
will only cut or alter their work with the written consent of
ENGINEER and the others whose work will be affected
The duties and responsibilities of CONTRACTOR under
this paragraph are for the benefit of such utility owners and
other contractors to the extent that there are comparable
18 E]CDC GENERAL CONDITIONS 1910-8(1990 Ethtim)
w/ C1 TY OF FORT COLLINS MODIFICATIONS (REV 4R000)
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 Fart 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 norapparent defects and deficiencies
in such other work
Coorrbnation
74 If OWNER contracts with others for the
performance of other work on the Project at the site the
following w ill be set forth in Supplementary (ondmtons
74 1 the person firm or corporaron who will have
authority and responsibility for coordination of the
activities among the vanous 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
81 Except as otherwise provided in these General
Conditions OWNER shall issue all comm ucauons to
CONTRACTOR through ENGINEER
82 In case of termination of the employment of
ENGINEER OWNER shall appoint an engmeer agawsE
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 inparagraphs 14 4 and 14 13
84 OWNER 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
arid 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
r.... i .._,,
96 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, see paragraphs 13 10 and 15 1
Paragraph 152 deals with OWNERS right to terminate
services of CONTRACTOR under certain circumstances
89 The OWNER shall not supervise direct or have
control or authority over net be responsible for
CONTRACTORS means, methods, techniques. sequences
or procedures of construction or the safely precautions and
programs incident thereto or for any failure of
CONTRACTOR to comply with Laws and Regulations
applicable to the furnishing or performance of the Work
OWNER will not be responsible for CONTRACTORS
failure to perform or furnish the Work in accordance with
the Contract Documents
ARTICLE 9—ENGINEER S STATUS DURING
CONSTRUCTION
OWATR s Representative
91 ENGINEER will be OWNERS representative
during the construction period The duties and
responsibilities and the limitations of authority of
ENGINEER as OWNERS representative during
construction are set forth in the Contract Documents and
shall not be extended without written consent of OWNER
and ENGINEER
t NIS to Site
92 ENGINEER will make visits to the site at mtervals
appropriate to the various stages of construction as
ENGINEER deems necessary, in order to observe as an
experienced and qualified design professional the progress
EJCDC GENERAL CONDITIONS 1910 9 (1990 E(Iftim)
w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000)
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
determine in general if the Work is proceeding in
accordance with the Contract Documents ENGINEER
will not be required to make exhaustive or continuous on
site inspections to check the quality or quantity of the
Work 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 a ill endeavor to
guard OWNER against defective Work ENGINEER,
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 safetv precautions and programs
incident thereto or for any failure of CONTRACTOR to
comply with Laws and Regulations applicable to the
furmshmg or performance of the Work
Prged Representative
93 If OWNER and ENGINEER agree ENGINEER
will furnish a Resident Project Representative to assist
ENC WEER in providing more continuous observation of
the Wok The responsibilities and nuthonty and
lunitations thereon of any such Resident Project
Representative and assistants will be as provided in
pemgraphs 9 3 and 913 And in the
Fenditiens 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 the Sup- naragranh 9 3
931 The Representatives dealings in matters
pertaimne to the on site work will in general be with
Me ENGINEER and CONTRACTOR But. the
Representative will keep the OWNER properly
advised about such matters The Reoresentatives
dealmgs with subcontractors will only be through or
wlth the full knowledge and approval of the
CONTRACTOR
932 Duties and Responsibilities Representative
will
9321 Schedules Review the progress
ID
Schedule and other schedules prepared by the
CONTRACTOR and consult with the
ENGINEER concerning acceptability
9 3 2 2 Conferences and Meetm¢ Attend
meetingg with the CONTRACTOR such as
preconstruction conferences prowess meetings
and other job conferences and Prepare and
circulate copies of minutes of meetings
9323 Liaison
93231 Serve as ENGINEERS liaison
with CONTRACTOR working tamclpally
through CONTRACTORS superintendent to
assist the CONTRACTOR in understanding
the Contract Documents
93232 Assist in obtaining,fromOWNER
additional details or infortnatiop when
required for proper execution of the Work
9 3 2 3 3 Advise the ENGINEER and
CONTRACTOR of the commencement of
an Work revig a Shop Draw= or
sample submission if the submission has not
been 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 observances of
the Work in progress to assist the ENGINEER
in detemmmng that the Work is proceeding in
accordance with the Contract Documents
9 3 2 4 3 Accompany visiting inspectors
representing public or other agencies havyin
IPShcCU Aver the Protect record the results
of these inspections and report to the
ENGINEER
9325 Interpretation of Contract
Documents Report to ENGINEER when
clarifications and interpretations of the Contract
Documents are needed and transmit to
CONTRACTOR clarification and interpretation
of the Contract Documents as issued by the
ENGINEER
9326 Modifications Consider and
evaluate CONTRACTORS suggestions for
20 EJCDC GENERAL COM71ONS 1910-8 (1990 Edaim)
W CITY OF FORT COLLINS MODIFICATIONS (REV 42000)
modification in Drawings or Spe ifications and
report these recommendations to ENGINEER
Accurately transmit to CONTRACTOR
decisions issued be the ENGINEER
9 3 2 7 Records
9 3 2 8 Reports
9 3 2 8 1 Finnish ENGINEER periodic
reports. as required of the progress of the
Work and of the CONTRACTORS
compliance with the progress schedule and
schedule of shop Drawing and sample
submittals
93282 Consult with ENGINEER in
advance of scheduling major tests
mspections or start of important phases of the
Work
9 3 2 8 3 Draft Proposed Change Orders
and Work Directive Changes obtari+
backup material trom the CONTRACTOR
and recommend to ENGINEER Change
Orders, Work Directive Changes and field
orders
9 3 2 8 4 Report immediately to
ENGINEER and OWNER the occurrenceof
any accident
9329 Payment Requests Review application
for paymem with CONTRACTOR for compliance
vnth the established procedure for their
submission and forward with recommendation to