HomeMy WebLinkAboutBID - 6046 CONCRETE MAINTENANCE PROJECTSPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
Concrete Maintenance Project
BID NO. 6046
PURCHASING DIVISION
215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS
April 2, 2007 – 3:00 P.M. (OUR CLOCK)
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-A1 - 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
07/2001 Section 00020 Page 2
SECTION 00020
INVITATION TO BID
07/2001 Section 00020 Page 1
SECTION 00020
INVITATION TO BID
Date: March 15, 2007
Sealed Bids will be received by the City of Fort Collins (hereinafter referred
to as OWNER), at the office of the Purchasing Division, 3:00 P.M., our clock,
on April 2, for the Concrete Maintenance Project; BID NO. 6046. If delivered,
they are to be delivered to 215 North Mason Street, 2nd Floor, Fort Collins,
Colorado, 80524. If mailed, the mailing address is P. O. 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.
This is a one year agreement but, at the option of the City, the Agreement may
be extended for additional one year periods not to exceed four (4) additional
one year periods. Pricing changes shall be negotiated by and agreed to by
both parties and may use the Denver - Boulder CPI-U as published by the
Colorado State Planning and Budget Office as a guide. Written notice of
renewal shall be provided to the Service Provider and mailed no later than 90
days prior to contract end.
The Contract Documents consist of the removal and/or installation of concrete
curbs, gutters, sidewalks, crosspans, aprons, drive approaches, inlets,
concrete pavement, and pedestrian access ramps and placement of temporary
asphalt patching adjacent to new concrete on designated streets in the City of
Fort Collins. Related traffic control is also included.
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 March 16, 2007.
A prebid conference and job walk with representatives of prospective Bidders
will be held at March 20, 2007, at 10:00 a.m., at 281 N. College Ave.
Conference Room 1B, Fort Collins.
07/2001 Section 00020 Page 2
The Contract Documents and Construction Drawings may be examined online at:
City of Fort Collins BuySpeed: https://secure2.fcgov.com/bso/login.jsp
Copies of the Contract Documents, complete with Construction Specifications
and Drawings, may be viewed at:
City of Fort Collins Purchasing 215 N. Mason, 2nd Fl., Fort Collins 80524
Prospective Bidders are invited to present their questions relative to this
Bid proposal at this meeting.
Bids will be received as set forth in the Bidding Documents.
The Work is expected to be commenced within the time as required by Section
2.3 of General Conditions. Substantial Completion of the Work is required as
specified in the Agreement.
The successful Bidder will be required to furnish a Performance Bond and a
Payment Bond guaranteeing faithful performance and the payment of all bills
and obligations arising from the performance of the Contract.
No Bid may be withdrawn within a period of forty-five (45) days after the date
fixed for opening Bids.
The OWNER reserves the right to reject any and all Bids, and to waive any
informalities and irregularities therein.
Bid security in the amount of not less than 5% of the total Bid must accompany
each Bid in the form specified in the Instructions to Bidders.
Sales Prohibited/Conflict of Interest: No officer, employee, or member of City
Council, shall have a financial interest in the sale to the City of any real
or personal property, equipment, material, supplies or services where such
officer or employee exercises directly or indirectly any decision-making
authority concerning such sale or any supervisory authority over the services
to be rendered. This rule also applies to subcontracts with the City.
Soliciting or accepting any gift, gratuity favor, entertainment, kickback or
any items of monetary value from any person who has or is seeking to do
business with the City of Fort Collins is prohibited
City of Fort Collins
By ______________________________________
James B. O'Neill, II, CPPO, FNIGP
Purchasing/Risk Management Director
SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
Concrete Maintenance Project
BID NO. 6046
PURCHASING DIVISION
215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS
April 2, 2007 – 3:00 P.M. (OUR CLOCK)
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-A1 - 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
07/2001 Section 00020 Page 2
SECTION 00020
INVITATION TO BID
07/2001 Section 00020 Page 1
SECTION 00020
INVITATION TO BID
Date: March 15, 2007
Sealed Bids will be received by the City of Fort Collins (hereinafter referred
to as OWNER), at the office of the Purchasing Division, 3:00 P.M., our clock,
on April 2, for the Concrete Maintenance Project; BID NO. 6046. If delivered,
they are to be delivered to 215 North Mason Street, 2nd Floor, Fort Collins,
Colorado, 80524. If mailed, the mailing address is P. O. 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.
This is a one year agreement but, at the option of the City, the Agreement may
be extended for additional one year periods not to exceed four (4) additional
one year periods. Pricing changes shall be negotiated by and agreed to by
both parties and may use the Denver - Boulder CPI-U as published by the
Colorado State Planning and Budget Office as a guide. Written notice of
renewal shall be provided to the Service Provider and mailed no later than 90
days prior to contract end.
The Contract Documents consist of the removal and/or installation of concrete
curbs, gutters, sidewalks, crosspans, aprons, drive approaches, inlets,
concrete pavement, and pedestrian access ramps and placement of temporary
asphalt patching adjacent to new concrete on designated streets in the City of
Fort Collins. Related traffic control is also included.
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 March 16, 2007.
A prebid conference and job walk with representatives of prospective Bidders
will be held at March 20, 2007, at 10:00 a.m., at 281 N. College Ave.
Conference Room 1B, Fort Collins.
07/2001 Section 00020 Page 2
The Contract Documents and Construction Drawings may be examined online at:
City of Fort Collins BuySpeed: https://secure2.fcgov.com/bso/login.jsp
Copies of the Contract Documents, complete with Construction Specifications
and Drawings, may be viewed at:
City of Fort Collins Purchasing 215 N. Mason, 2nd Fl., Fort Collins 80524
Prospective Bidders are invited to present their questions relative to this
Bid proposal at this meeting.
Bids will be received as set forth in the Bidding Documents.
The Work is expected to be commenced within the time as required by Section
2.3 of General Conditions. Substantial Completion of the Work is required as
specified in the Agreement.
The successful Bidder will be required to furnish a Performance Bond and a
Payment Bond guaranteeing faithful performance and the payment of all bills
and obligations arising from the performance of the Contract.
No Bid may be withdrawn within a period of forty-five (45) days after the date
fixed for opening Bids.
The OWNER reserves the right to reject any and all Bids, and to waive any
informalities and irregularities therein.
Bid security in the amount of not less than 5% of the total Bid must accompany
each Bid in the form specified in the Instructions to Bidders.
Sales Prohibited/Conflict of Interest: No officer, employee, or member of City
Council, shall have a financial interest in the sale to the City of any real
or personal property, equipment, material, supplies or services where such
officer or employee exercises directly or indirectly any decision-making
authority concerning such sale or any supervisory authority over the services
to be rendered. This rule also applies to subcontracts with the City.
Soliciting or accepting any gift, gratuity favor, entertainment, kickback or
any items of monetary value from any person who has or is seeking to do
business with the City of Fort Collins is prohibited
City of Fort Collins
By ______________________________________
James B. O'Neill, II, CPPO, FNIGP
Purchasing/Risk Management Director
SECTION 00100
INSTRUCTIONS TO BIDDERS
12/03 Section 00100 Page 1
SECTION 00100
INSTRUCTIONS TO BIDDERS
1.0 DEFINED TERMS
Terms used in these Instructions to Bidders which are defined in the
Standard General Conditions of the Construction Contract (No. 1910-8,
1990 ed.) have the meanings assigned to them in the General Conditions.
The term "Bidder" means one who submits a Bid to OWNER, as distinct from
a sub-bidder, who submits a Bid to Bidder. The terms "Successful Bidder"
means the lowest, qualified, responsible and responsive Bidder to whom
OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an
award. The term "Bidding Documents" includes the Advertisement or
Invitation to Bid, Instructions to Bidders, the Bid Form, and the
proposed Contract Documents (including all Addenda issued prior to
receipt of Bids).
2.0 COPIES OF BIDDING DOCUMENTS
2.1. Complete sets of Bidding Documents may be obtained as stated in the
Invitation to Bid. No partial sets will be issued. The Bidding
Documents may be examined at the locations identified in the Invitation
to Bid.
2.2. Complete sets of Bidding Documents shall be used in preparing Bids;
neither OWNER nor Engineer assumes any responsibility for errors or
misinterpretations resulting from the use of incomplete sets of Bidding
Documents.
2.3. The submitted Bid proposal shall include Sections 00300, 00410,
00420, and 00430 fully executed.
2.4. OWNER and Engineer, in making copies of Bidding Documents available
on the above terms, do so only for the purpose of obtaining Bids on the
Work and do not confer a license or grant for any other use.
3.0 QUALIFICATION OF BIDDERS
3.1 To demonstrate qualifications to perform the Work, each Bidder must
submit at the time of the Bid opening, a written statement of
qualifications including financial data, a summary of previous
experience, previous commitments and evidence of authority to conduct
business in the jurisdiction where the Project is located. Each Bid must
contain evidence of Bidder's qualification to do business in the state
where the Project is located or covenant to obtain such qualification
prior to award of the contract. The Statement of Qualifications shall be
prepared on the form provided in Section 00420.
3.2. In accordance with Section 8-160 of the Code of the City of Fort
12/03 Section 00100 Page 2
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
furnishing of the Work.
12/03 Section 00100 Page 3
5.0 INTERPRETATIONS AND ADDENDA.
5.1. All questions about the meaning or intent of the Bidding Documents are to
be submitted in writing to the Engineer and the OWNER. Interpretation or
clarifications considered necessary in response to such questions will be
issued only by Addenda. Questions received less than seven days prior to
the date for opening of the Bids may not be answered. Only questions
answered by formal written Addenda will be binding. Oral and other
interpretations or clarifications will be without legal effect.
5.2. All questions concerning the scope of this project should be
directed to the Engineer. Questions regarding submittal of bids should
be directed to the City of Fort Collins' Purchasing Division.
5.3. Addenda may also be issued to modify the Bidding Documents as
deemed advisable by OWNER or Engineer.
5.4. Addenda will be mailed or delivered to all parties recorded by the
OWNER as having received the Bidding documents.
6.0 BID SECURITY
6.1. Each Bid must be accompanied by Bid Security made payable to OWNER
in the amount stated in the Invitation to Bid. The required security
must be in the form of a certified or bank cashier's check payable to
OWNER or a Bid Bond on the form enclosed herewith. The Bid Bond must be
executed by a surety meeting the requirements of the General Conditions
for surety bonds.
6.2. The Bid Security of the successful Bidder will be retained until
such Bidder has executed the Agreement and furnished the required
contract security, whereupon Bid Security will be returned. If the
successful Bidder fails to execute and deliver the Agreement and furnish
the required contract security within 15 days of the Notice of Award,
OWNER may annul the Notice of Award and the Bid Security of that Bidder
will be forfeited. The Bid Security of other Bidders whom OWNER believes
to have reasonable chance receiving the award may be retained by OWNER
until the earlier of the seventh day after the effective date of the
Agreement or the thirty-first day after the Bid Opening, whereupon Bid
Security furnished by such Bidders will be returned. Bid Security with
Bids which are not competitive will be returned within seven days after
the Bid opening.
7.0 CONTRACT TIME.
The number of days within which, or the date by which the Work is to be
substantially complete and also completed and ready for Final Payment
(the Contract Times) are set forth in the Agreement.
8.0 LIQUIDATED DAMAGES.
12/03 Section 00100 Page 4
Provisions for liquidated damages are set forth in the Agreement.
9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT
The Contract, if awarded, will be on the basis of material and equipment
described on the Drawings or specified in the Specifications without
consideration of possible substitute or "or equal" items. Whenever it is
indicated on the Drawings or specified in the Specifications that a
substitute or "or equal" item of material or equipment may be furnished
or used by CONTRACTOR if acceptable to Engineer, application for such
acceptance will not be considered by Engineer until after the "effective
date of the Agreement". The procedure for submittal of any such
application by CONTRACTOR and consideration by Engineer is set forth in
the General Conditions which may be supplemented in the General
Requirements.
10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS
10.1. Each Bidder shall submit at the Bid opening to OWNER a list of
principal subcontractors he proposes to use in the Work. Refer to
Section 00430 contained within these Documents.
10.2. If OWNER or Engineer after due investigation has reasonable
objection to any proposed Subcontractor, either may, before the Notice of
Award is given, request the apparent successful Bidder to submit an
acceptable substitute without an increase in Bid price. If the apparent
successful Bidder declines to make any substitution, OWNER may award the
contract to the next lowest responsive and responsible Bidder that
proposes to use acceptable subcontractors. Subcontractors, suppliers,
other persons or organization listed and to whom OWNER or Engineer does
not make written objection prior to the giving of the Notice of Award
will be deemed acceptable to OWNER and ENGINEER subject to revocation of
such acceptance after the effective date of the Agreement as provided in
the General Conditions.
10.3. CONTRACTOR shall not be required to employ any subcontractor,
supplier or other persons or organizations against whom he has reasonable
objection. The use of subcontractors listed by the Bidder and accepted
by OWNER prior to the Notice of Award will be required in the performance
of the Work.
11.0 BID FORM.
11.1. A copy of the Bid Form is bound in the Contract Documents which
may be retained by the Bidder. A separate unbound copy is enclosed for
submission with the Bid.
11.2. Bid Forms must be complete in ink or typed. All lump sum prices
on the form must be stated in words and numerals; in case of conflict,
words will take precedence. Unit prices shall govern over extensions of
sums.
12/03 Section 00100 Page 5
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
date for receipt of Bids will be returned unopened. Bidder shall assume
full responsibility for timely delivery at the location designated for
receipt of Bids.
12/03 Section 00100 Page 6
13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid and
will not receive consideration.
13.4. No Bidder may submit more than one Bid. Multiple Bids under
different names will not be accepted from one firm or association.
14.0 MODIFICATION AND WITHDRAWAL OF BIDS.
14.1. Bids may be modified or withdrawn by an appropriate document duly
executed (in a manner that a Bid must be executed) and delivered to the
place where Bids are to be submitted at any time prior to the opening of
Bids.
14.2. Bids may also be modified or withdrawn in person by the Bidder or
an authorized representative provided he can prove his identity and
authority at any time prior to the opening of Bids.
14.3. Withdrawn Bids may be resubmitted up to the time designated for
the receipt of Bids provided that they are then fully in conformance with
these Instructions to Bidders.
15.0 OPENINGS OF BIDS.
Bids will be opened and (unless obviously non-responsive) read aloud
publicly as indicated in the Invitation to Bid. An abstract of the
amounts of the Base Bids and major alternates (if any) will be made
available after the opening of Bids.
16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE.
All Bids shall remain open for forty-five (45) days after the day of the
Bid Opening, but OWNER may, in his sole discretion, release any Bid and
return the Bid Security prior to that date.
17.0 AWARD OF CONTRACT.
17.1. OWNER reserves the right to reject any and all Bids, to waive any
and all informalities not involving price, time or changes in the Work,
to negotiate contract terms with the Successful Bidder, and the right to
disregard all nonconforming, nonresponsive, unbalanced or conditional
Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if
OWNER believes that it would not be in the best interest of the Project
to make an award to that Bidder, whether because the Bid is not
responsive or the Bidder is unqualified or of doubtful financial ability
or fails to meet any other pertinent standard or criteria established by
OWNER. Discrepancies between the indicated sum of any column of figures
and the correct sum thereof will be resolved in favor of the correct sum.
17.2. In evaluating Bids, OWNER will consider the qualifications of the
Bidders, whether or not the Bids comply with the prescribed requirements,
and such alternates, unit prices and other data, as may be requested in
12/03 Section 00100 Page 7
the Bid Form or prior to the Notice of Award.
17.3. OWNER may consider the qualification and experience of
Subcontractors, Suppliers, and other persons and organizations proposed
for those portions of the Work as to which the identity of
Subcontractors, Suppliers, and other persons and organizations is
submitted as requested by OWNER. OWNER also may consider the operating
costs, maintenance requirements, performance data and guarantees of major
items of materials and equipment proposed for incorporation in the Work
when such data is required to be submitted prior to the Notice of Award.
17.4. OWNER may conduct such investigations as OWNER deems necessary to
assist in the evaluation of any Bid and to establish the responsibility,
qualifications and financial ability of the Bidder's proposed
Subcontractors, Suppliers and other persons and organizations to do the
Work in accordance with the Contract Documents to OWNER's satisfaction
within the prescribed time.
17.5. If the Contract is to be awarded, it will be awarded to the lowest
responsive and responsible Bidder whose evaluation by OWNER indicates to
OWNER that the award will be in the best interest of the OWNER. Award
shall be made on the evaluated lowest base bid excluding alternates. The
basis for award shall be the lowest Bid total for the Schedule or, in the
case of more than one schedule, for sum of all schedules. Only one
contract will be awarded.
17.6. If the Contract is to be awarded, OWNER will give the Successful
Bidder a Notice of Award within forty-five (45) days after the date of
the Bid opening.
18.0 CONTRACT SECURITY.
The General Conditions and the Supplementary Conditions set forth OWNER's
requirements as to performance and other Bonds. When the Successful
Bidder delivers the executed Agreement to the OWNER, it shall be
accompanied by the required Contract Security.
19.0 SIGNING OF AGREEMENT.
When OWNER gives a Notice of Award to the Successful Bidder, it will be
accompanied by the required number of unsigned counterparts of the
Agreement with all other written Contract Documents attached. Within
fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the
required number of counterparts of the Agreement and attached documents
to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER
shall deliver one fully signed counterpart to CONTRACTOR. Each
counterpart is to be accompanied by a complete set of the Drawings with
appropriate identification.
20.0 TAXES.
12/03 Section 00100 Page 8
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
SECTION 00300
BID FORM
7/96 Section 00300 Page 1
SECTION 00300
BID FORM
PROJECT:6046 Concrete Maintenance Project
Place
Date
1. In compliance with your Invitation to Bid dated
, and subject to all conditions thereof, the undersigned
a (Corporation, Limited Liability Company, Partnership, Joint Venture, or
Sole Proprietor) authorized to do business in the State of Colorado
hereby proposes to furnish and do everything required by the Contract
Documents to which this refers for the construction of all items listed
on the following Bid Schedule or Bid Schedules.
2. The undersigned Bidder does hereby declare and stipulate that this
proposal is made in good faith, without collusion or connection with any
other person or persons Bidding for the same Work, and that it is made in
pursuance of and subject to all the terms and conditions of the
Invitation to Bid and Instructions to Bidders, the Agreement, the
detailed Specifications, and the Drawings pertaining to the Work to be
done, all of which have been examined by the undersigned.
3. Accompanying this Bid is a certified or cashier's check or standard Bid
bond in the sum of ______________________________________________________
($ ) in accordance with the Invitation To Bid
and Instructions to Bidders.
4. The undersigned Bidder agrees to execute the Agreement and a Performance
Bond and a Payment Bond for the amount of the total of this Bid within
fifteen (15) calendar days from the date when the written notice of the
award of the contract is delivered to him at the address given on this
Bid. The name and address of the corporate surety with which the Bidder
proposes to furnish the specified performance and payment bonds is as
follows: _________________________________________________________.
5. All the various phases of Work enumerated in the Contract Documents with
their individual jobs and overhead, whether specifically mentioned,
included by implication or appurtenant thereto, are to be performed by
the CONTRACTOR under one of the items listed in the Bid Schedule,
irrespective of whether it is named in said list.
6. Payment for Work performed will be in accordance with the Bid Schedule or
Bid Schedules subject to changes as provided in the Contract Documents.
7. The undersigned Bidder hereby acknowledges receipt of Addenda No.
_______through .
8. BID SCHEDULE (Base Bid)
City of Fort Collins Concrete
Bid No.6046 Concrete Maintenance Project
Unit Price Total
202.01 Sawcutting 4" L.F. 100 $ $
202.02 Sawcutting - Additional Inch Depth LF/ IN. 100 $ $
203.01 General Excavation CY 200 $ $
203.02 Borrow TON 50 $ $
212.01 Sod SF 500 $ $
212.02 Landscape/Irrigation Labor HR 50 $ $
304.01 Aggregate Base Course TON 1650 $ $
403.01 Temporary Patching TON 425 $ $
604.01 Type R Inlet - Remove & Replace (4' Opening) EA 1 $ $
604.02 Type R Inlet - Reconstruct Deck (4' Opening) EA 5 $ $
604.03 Type R Inlet - Reconstruct Deck Additional Foot Opening LF 5 $ $
604.04 Catch Basin Inlet - Remove & Replace EA 1 $ $
604.05 Catch Basin Inlet - Reconstruct Deck EA 10 $ $
604.06 Catch Basin - Reconstruct Deck Additional Foot Opening LF 1 $ $
604.07 Modified Type 13 Curb Inlet - Remove & Replace EA 1 $ $
604.08 Modified Type 13 Curb Inlet - Reconstruct Deck EA 5 $ $
604.09 Modified Type 13 Curb Inlet - Materials Only EA 1 $ $
604.10 Concrete Sidewalk Culvert - Remove & Replace EA 1 $ $
604.11 Metal Sidewalk Culvert 5/8" Plate - Remove & Replace EA 1 $ $
604.12 Additional Square Foot of 5/8" Plate SF 5 $ $
608.01 Remove Concrete SF 250 $ $
608.02 Remove and Haul Fillets EA 5 $ $
608.03 Apron 8" - Remove & Replace SF 2300 $ $
608.04 Crosspan - 8" Remove & Replace SF 3500 $ $
608.05 Driveover Curb, Gutter & 6" Sidewalk - Remove & Replace LF 6000 $ $
608.06 Driveover Curb & Gutter - No Sidewalk - Remove & Replace LF 300 $ $
608.07 Vertical Curb, Gutter & 6" Sidewalk - Remove & Replace LF 450 $ $
608.08 Vertical Curb & Gutter - No Sidewalk - Remove & Replace LF 3250 $ $
608.09 Vertical Outfall Curb & Gutter - Remove & Replace LF 50 $ $
608.10 Barrier Curb 12" - Remove & Replace LF 25 $ $
608.11 Hollywood Curb, Gutter & 6" Sidewalk - Remove & Replace LF 1500 $ $
608.12 Hollywood Curb & Gutter - No Sidewalk - Remove & Replace LF 150 $ $
608.13 Highback Curb & Gutter - No Sidewalk - Remove & Replace LF 3500 $ $
608.14 Pedestrian Access Ramp - Remove & Replace SF 3500 $ $
608.15 Pedestrian Access Ramp - Highback - Remove & Replace SF 2750 $ $
608.16 Truncated Dome Panel SF 600 $ $
608.17 Flatwork 4" - Remove & Replace SF 500 $ $
608.18 Flatwork 6" - Remove & Replace SF 16000 $ $
Contract
Item No. Quantity
Contract Cost
Description Unit
Page 1 of 2
8. BID SCHEDULE (Base Bid)
City of Fort Collins Concrete
Bid No.6046 Concrete Maintenance Project
Unit Price Total
Contract
Item No. Quantity
Contract Cost
Description Unit
608.19 Replace Flatwork - 1" Additional Depth SF 2550 $ $
608.20 Colored Concrete 4" San Diego Buff - Up Charge SF 500 $ $
608.21 4' Valley Pan (6") - Remove & Replace SF 250 $ $
608.22 Concrete Pavement 8" - Remove & Replace SF 900 $ $
608.23 Alley Approach 8" - Remove & Replace SF 2800 $ $
608.24 Expansion & Caulking LF 500 $ $
608.25 Splashblock 4" SF 500 $ $
608.26 Exposed Aggregate 4" - Up Charge SF 200 $ $
608.27 Reset Flagstone SF 1500 $ $
623.01 Irrigation Sleeving 3" PVC - Complete In Place LF 86 $ $
630.01 “No Parking” Sign With Stand Per Day Per Each 2000 $ $
630.02 Vertical Panel Without Light Per Day Per Each 4150 $ $
630.03 Channelizing Drum Without Light Per Day Per Each 2100 $ $
630.04 Type I / II Barricade Without Light Per Day Per Each 23000 $ $
630.05 Type III Barricade Without Light Per Day Per Each 750 $ $
630.06 Size A Sign With Stand Per Day Per Each 2900 $ $
630.07 Size B Sign With Stand Per Day Per Each 1200 $ $
630.08 Size A Specialty Sign - Cost of Manufacturing Each 5 $ $
630.09 Size B Specialty Sign - Cost of Manufacturing Each 5 $ $
630.10 Cone With Reflective Strip Per Day Per Each 7500 $ $
630.11 Safety Fence Per Day Per Roll 5 $ $
630.12 Light Per Day Per Each 100 $ $
630.13 Advance Warning Flashing or Sequencing Arrow Panel Per Day Per Each 15 $ $
630.14 Variable Message Board Per Day Per Each 20 $ $
630.15 Traffic Control Supervisor Per Day 100 $ $
630.16 Traffic Control Supervisor Per Hour 400 $ $
630.17 Flagging Per Hour 2500 $ $
TOTAL COST
Dollars and Cents.
Signed Address
Company
Phone/Fax
Check One:
Individual Doing Business in Company Name
Corporation
Partnership
$
Page 2 of 2
7/96 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:
________________________________ __________________
Signature Date
________________________________
Title
________________________________
License Number (If Applicable)
(Seal - if Bid is by corporation)
Attest:___________________________
Address _____________________________________
_____________________________________
Telephone _____________________________________
7/96 Section 00410 Page 1
SECTION 00400
SUPPLEMENTS TO BID FORMS
00410 Bid Bond
00420 Statement of Bidder's Qualifications
00430 Schedule of Subcontractors
7/96 Section 00410 Page 2
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, 6046 Concrete Maintenance Project.
NOW THEREFORE,
(a) If said Bid shall be rejected, or
(b) If said Bid shall be accepted and the Principal shall execute and deliver
a Contract in the form of Contract attached hereto (properly completed in
accordance with said Bid) and shall furnish a BOND for his faithful
performance of said Contract, and for payment of all persons performing
labor or furnishing materials in connection therewith, and shall in all
other respects perform the Agreement created by the acceptance of said
Bid, then this obligation shall be void; otherwise the same shall remain
in force and effect, it being expressly understood and agreed that the
liability of the Surety for any and all claims hereunder shall, in no
event, exceed the penal amount of this obligation as herein stated.
The Surety, for value received, hereby stipulates and agrees that the
obligations of said Surety and its BOND shall be in no way impaired or
affected by any extension of the time within which the OWNER may accept such
Bid; and said Surety does hereby waive notice of any such extension.
Surety Companies executing bonds must be authorized to transact business in
the State of Colorado and be accepted by the OWNER.
7/96 Section 00410 Page 3
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 SURETY
Name:_____________________________ __________________________________
Address:__________________________ __________________________________
__________________________________ __________________________________
By:_______________________________ By: ______________________________
Title: ___________________________ Title:____________________________
ATTEST:
By:_______________________________
(SEAL) (SEAL)
7/96 Section 00420 Page 1
SECTION 00420
STATEMENT OF BIDDER'S QUALIFICATIONS
All questions must be answered and the data given must be clear and
comprehensive. This statement must be notarized. If necessary, questions may
be answered on separate attached sheets. The Bidder may submit any additional
information he desires.
1. Name of Bidder: _________________________________________________
2. Permanent main office address: __________________________________
3. When organized: _________________________________________________
4. If a corporation, where incorporated: ___________________________
5. How many years have you been engaged in the contracting business
under your present firm or trade name?___________________________
6. Contracts on hand: (Schedule these, showing the amount of each
contract and the appropriate anticipated dates of completion.)
_________________________________________________________________
_________________________________________________________________
_________________________________________________________________
_________________________________________________________________
7. General character of Work performed by your company:
_________________________________________________________________
_________________________________________________________________
8. Have you ever failed to complete any Work awarded to you?________
If so, where and why?____________________________________________
_________________________________________________________________
9. Have your ever defaulted on a contract?__________________________
If so, where and why?____________________________________________
_________________________________________________________________
10. Are you debarred by any government agency? ______________________
If yes list agency name._________________________________________
7/96 Section 00420 Page 2
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 state? __________________________What
class, license and numbers?______________________________________________
19. Do you anticipate subcontracting Work under this
Contract?_________________
If yes, what percent of total contract?__________________________________
and to whom?_____________________________________________________________
20. Are any lawsuits pending against you or your firm at this time?__________
IF yes, DETAIL___________________________________________________________
_________________________________________________________________________
7/96 Section 00420 Page 3
21. What are the limits of your public liability? DETAIL
_________________________________________________________________________
What company?____________________________________________________________
22. What are your company's bonding limitations?_____________________________
_________________________________________________________________________
23. The undersigned hereby authorizes and requests any person, firm or
corporation to furnish any information requested by the OWNER in
verification of the recital comprising this Statement of Bidder's
Qualifications.
Dated at ________________ this ______ day of __________________, 20__.
_____________________________________________
Name of Bidder
By:__________________________________________
Title:_______________________________________
State of________________________
)
County of_______________________
___________________________________being duly sworn deposes and says that he
is ______________________of_____________________________ and that
(name of organization)
the answers to the foregoing questions and all statements therein contained
are true and correct.
Subscribed and sworn to before me this _______ day of
____________, 20__.
___________________________________
Notary Public
___________________________________
___________________________________
My commission expires _____________________________.
7/96 Section 00430 Page 1
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 00500
AGREEMENT FORMS
00510 Notice of Award
00520 Agreement
00530 Notice to Proceed
9/12/01 Section 00510 Page 1
SECTION 00510
NOTICE OF AWARD
Date:
TO:
PROJECT: 6046 Concrete Maintenance Project
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 6046 Concrete Maintenance Project.
The Price of your Agreement is ________________________________________________
_______________________________________________________________________________
Three (3) copies of each of the proposed Contract Documents (except Drawings)
accompany this Notice of Award. Three (3) sets of the Drawings will be
delivered separately or otherwise made available to you immediately.
You must comply with the following conditions precedent within fifteen (15)
days of the date of this Notice of Award, that is by _________, 20__.
1. You must deliver to the OWNER three (3) fully executed counterparts of
the Agreement including all the Contract Documents. Each of the Contract
Documents must bear your signature on the cover of the page.
2. You must deliver with the executed Agreement the Contract Security
(Bonds) as specified in the Instructions to Bidders, General Conditions
(Article 5.1) and Supplementary Conditions.
Failure to comply with these conditions within the time specified will entitle
OWNER to consider your Bid abandoned, to annul this Notice of Award and to
declare your Bid Security forfeited.
Within ten (10) days after you comply with those conditions, OWNER will return
to you one (1) fully-signed counterpart of the Agreement with the Contract
Documents attached.
City of Fort Collins
OWNER
By:________________________________________
James B. O’Neill, II, CPPO, FNIGP
Director of Purchasing & Risk Management
9/12/01 Section 00520 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 Bid 6046
Concrete Maintenance Project and is generally described in Section 01010.
ARTICLE 2. ENGINEER
The Project has been designed by the City of Fort Collins Engineering
Department, 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 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 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.
9/12/01 Section 00520 Page 2
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 50% completed as determined by ENGINEER, when the retainage equals 5% of
the Contract Price, and if the character and progress of the Work have been
satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, may
determine that as long as the character and progress of the Work remain
satisfactory to them, there will be no additional retainage on account of Work
completed in which case the remaining progress payments prior to Substantial
Completion will be in an amount equal to 100% of the Work completed. 90% of
materials and equipment not incorporated in the Work (but delivered, suitably
stored and accompanied by documentation satisfactory to OWNER as provided in
paragraph 14.2 of the General Conditions) may be included in the application
9/12/01 Section 00520 Page 3
for payment.
5.1.2. Upon Substantial Completion payment will be made in an amount
sufficient to increase total payments to CONTRACTOR to 95% of the Contract
Price, less such amounts as ENGINEER shall determine or OWNER may withhold in
accordance with paragraph 14.7 of the General Conditions or as provided by
law.
5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in
accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the
remainder of the Contract Price as recommended by ENGINEER as provided in said
paragraph 14.13.
ARTICLE 6. CONTRACTOR'S REPRESENTATION
In order to induce OWNER to enter into this Agreement, CONTRACTOR makes
the following representations:
6.1. CONTRACTOR has familiarized himself with the nature and extent of
the Contract Documents, Work, site, locality, and with all local conditions
and Laws and Regulations that in any manner may affect cost, progress,
performance or furnishing of the Work.
6.2. CONTRACTOR has studied carefully all reports of explorations and
tests of subsurface conditions and drawings of physical conditions which are
identified in the Supplementary Conditions as provided in paragraph 4.2 of the
General Conditions.
6.3. CONTRACTOR has obtained and carefully studied (or assumes
responsibility for obtaining and carefully studying) all such examinations,
investigations, explorations, tests, reports, and studies (in addition to or
to supplement those referred to in paragraph 6.2 above) which pertain to the
subsurface or physical condition at or contiguous to the site or otherwise may
affect the cost, progress, performance or furnishing of the Work as CONTRACTOR
considers necessary for the performance or furnishing of the Work at the
Contract Price, within the Contract Times and in accordance with the other
terms and conditions of the Contract Documents, including specifically the
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
9/12/01 Section 00520 Page 4
conditions of the Contract Documents, including specifically the provision of
paragraph 4.3. of the General Conditions.
6.5. CONTRACTOR has correlated the results of all such observations,
examinations, investigations, tests, reports and data with the terms and
conditions of the Contract Documents.
6.6. CONTRACTOR has given ENGINEER written notice of all conflicts,
errors or discrepancies that he has discovered in the Contract Documents and
the written resolution thereof by ENGINEER is acceptable to CONTRACTOR.
ARTICLE 7. CONTRACT DOCUMENTS
7.1 The Contract Documents which comprise the entire Agreement between
OWNER and CONTRACTOR concerning the Work consist of the General Conditions,
Supplementary Conditions, those items included in the definition of “Contract
Documents” in Article 1.10 of the General Conditions, and such other items as
are referenced in this Article 7, all of which are incorporated herein by this
reference.
7.2 Forms for use by CONTRACTOR in performing the Work and related
actions in carrying out the terms of this Agreement are deemed Contract
Documents and incorporated herein by this reference, and include, but are not
limited to, the following:
7.2.1 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
7.2.6 Application for Payment
7.3 Drawings, consisting of a cover sheet and sheets numbered as
follows:
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.
9/12/01 Section 00520 Page 5
ARTICLE 8. MISCELLANEOUS
8.1. Terms used in this Agreement which are defined in Article I of the
General Conditions shall have the meanings indicated in the General
Conditions.
8.2. No assignment by a party hereto of any rights under or interests in
the Contract Documents will be binding on another party hereto without the
written consent of the party sought to be bound; and specifically but not
without limitations, moneys that may become due and moneys that are due may
not be assigned without such consent (except to the extent that the effect of
this restriction may be limited by law), and unless specifically stated to the
contrary in any written consent to an assignment no assignment will release or
discharge that assignor from any duty or responsibility under the Contract
Document.
8.3. OWNER and CONTRACTOR each binds itself, its partners, successors,
assigns and legal representatives to the other party hereto, its partners,
successors, assigns and legal representatives in respect to all covenants,
Agreement and obligations contained in the Contract Document.
9/12/01 Section 00520 Page 6
OWNER: CITY OF FORT COLLINS CONTRACTOR:
By: ____________________________ By:_______________________________
JAMES B. O’NEILL II, CPPO, FNIGP
DIRECTOR OF PURCHASING __________________________________
AND RISK MANAGEMENT
Title:____________________________
Date:___________________________ Date:_____________________________
(CORPORATE SEAL)
Attest: ________________________ Attest:___________________________
City Clerk
Address for giving notices: Address for giving notices:
P. O. Box 580 __________________________________
Fort Collins, CO 80522 __________________________________
LICENSE NO.:______________________
Approved as to Form
_______________________________
Assistant City Attorney
7/96 Section 00530 Page 1
SECTION 00530
NOTICE TO PROCEED
Description of Work: 6046 Concrete Maintenance Project
To:
This notice is to advise you:
That the contract covering the above described Work has been fully executed by
the CONTRACTOR and the OWNER.
That the required CONTRACTOR's Performance Bond and Payment Bond have been
received by the OWNER.
That the OWNER has approved the said Contract Documents.
Therefore, as the CONTRACTOR for the above described Work, you are hereby
authorized and directed to proceed within ( ) calendar days from
receipt of this notice as required by the Agreement.
Dated this day of , 20__.
The dates for Substantial Completion and Final Acceptance shall be ,
and , 20__, respectively.
City of Fort Collins
OWNER
By:
Title:
ACKNOWLEDGMENT OF NOTICE
Receipt of the above Notice to Proceed is hereby acknowledged this
day of , 20__.
CONTRACTOR:
By:
Title:
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
7/96 Section 00610 Page 1
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, 6046 Concrete Maintenance
Project.
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.
7/96 Section 00610 Page 2
PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates
and agrees that no change, extension of time, alteration or addition to the
terms of the Agreement or to the Work to be performed thereunder or the
Specifications accompanying the same shall in any way affect its obligation on
this bond; and it does hereby waive notice of any such change, extension of
time, alteration or addition to the terms of the Agreement or to the Work or
to the Specifications.
PROVIDED, FURTHER, that no final settlement between the OWNER and the
CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim
may be unsatisfied.
PROVIDED, FURTHER, that the Surety Company must be authorized to transact
business in the State of Colorado and be acceptable to the OWNER.
IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts,
each one of which shall be deemed an original, this day of ,
20__.
IN PRESENCE OF: Principal
______________________________ ________________________________________
______________________________ ________________________________________
(Title)
________________________________________
(Address)
(Corporate Seal)
IN PRESENCE OF: Other Partners
_____________________________ By:_____________________________________
_____________________________ By:_____________________________________
IN PRESENCE OF: Surety
_____________________________ By:_____________________________________
_____________________________ 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.
7/96 Section 00615 Page 1
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, 6046 Concrete Maintenance
Project.
NOW, THEREFORE, if the Principal shall make payment to all persons, firms,
subcontractors, and corporations furnishing materials for or performing labor
in the prosecution of the Work provided for in such Agreement and any
authorized extension or modification thereof, including all amounts due for
materials, lubricants, repairs on machinery, equipment and tools, consumed,
rented or used in connection with the construction of such Work, and all
insurance premiums on said Work, and for all labor, performed in such Work
whether by subcontractor or otherwise, then this obligation shall be void;
otherwise to remain in full force and effect.
7/96 Section 00615 Page 2
PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates
and agrees that no change, extension of time, alteration or addition to the
terms of the Agreement or to the Work to be performed thereunder or the
Specifications accompanying the same shall in any way affect its obligation on
this bond; and it does hereby waive notice of any such change, extension of
time, alteration or addition to the terms of the Agreement or to the Work or
to the Specifications.
PROVIDED, FURTHER, that no final settlement between the OWNER and the
CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim
may be unsatisfied.
PROVIDED, FURTHER, that the Surety Company must be authorized to transact
business in the State of Colorado and be acceptable to the OWNER.
IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts,
each one of which shall be deemed an original, this day of ,
20__.
IN PRESENCE OF: Principal
______________________________ By:___________________________________
______________________________ ______________________________________
(Title)
______________________________________
(Address)
(Corporate Seal)
IN PRESENCE OF: Other Partners
______________________________ ______________________________________
______________________________ ______________________________________
IN PRESENCE OF: Surety
______________________________ By:___________________________________
______________________________ 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.
7/96 Section 00630 Page 1
SECTION 00630
CERTIFICATE OF INSURANCE
CONTRACTOR shall insert his own standard form for Certificate of Insurance.
7/96 Section 00635 Page 1
SECTION 00635
CERTIFICATE OF SUBSTANTIAL COMPLETION
TO: CITY OF FORT COLLINS
(OWNER)
DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 6046 Concrete Maintenance
Project
_____________________________
PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado
INCLUDE:
OWNER: City of Fort Collins
____________________________
____________________________ CONTRACTOR: ______________________________
____________________________
CONTRACT DATE:____________________________
The Work performed under this contract has been inspected by authorized
representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project (or
specified part of the project, as indicated above) is hereby declared to be
substantially completed on the above date.
A tentative list of items to be completed or corrected is appended hereto.
This list may not be exhaustive, and the failure to include an item on it does
not alter the responsibility of the CONTRACTOR to complete all the Work in
accordance with the Contract Documents.
_________________________________ ________________________________________
ENGINEER AUTHORIZED REPRESENTATIVE DATE
The CONTRACTOR accepts the above Certificate of Substantial Completion and
agrees to complete and correct the items on the tentative list within the time
indicated.
________________________________ By: ________________________________________
CONTRACTOR AUTHORIZED REPRESENTATIVE DATE
The OWNER accepts the project or specified area of the project as
substantially complete and will assume full possession of the project or
specified area of the project at 12:01 a.m., on . The
responsibility for heat, utilities, security, and insurance under the Contract
Documents shall be as set forth under "Remarks" below.
CITY OF FORT COLLINS, COLORADO By: ________________________________________
OWNER AUTHORIZED REPRESENTATIVE DATE
REMARKS:
7/96 Section 00640 Page 1
SECTION 00640
CERTIFICATE OF FINAL ACCEPTANCE
, 20__
TO:
Gentlemen:
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, 6046 Concrete Maintenance Project.
A check is attached hereto in the amount of $________________________ as Final
Payment for all Work done, subject to the terms of the Contract Documents
which are dated ________________.
In conformance with the Contract Documents for this project, your obligations
and guarantees will continue for the specified time from the following
date:___________________________.
Sincerely,
OWNER: City of Fort Collins
By:
Title:
ATTEST:
Title:
7/96 Section 00650 Page 1
SECTION 00650
LIEN WAIVER RELEASE
(CONTRACTOR)
TO: City of Fort Collins, Colorado (OWNER)
FROM: (CONTRACTOR)
PROJECT: 6046 Concrete Maintenance Project
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
7/96 Section 00650 Page 2
project for all loss, damage and costs, including reasonable attorneys
fees, incurred as a result of such claims.
5. The parties acknowledge that the description of the project set forth
above constitutes and adequate description of the property and
improvements to which this Lien Waiver Release pertains. It is further
acknowledged that this Lien Waiver Release is for the benefit of and may
be relied upon by the OWNER, the lender, if any, and Surety on any labor
and material bonds for the project.
Signed this day of , 20__.
CONTRACTOR
By:
Title:
ATTEST:
Secretary
STATE OF COLORADO )
)ss.
COUNTY OF LARIMER )
Subscribed and sworn to before me this day of
20__, by
Witness my hand and official seal.
My Commission Expires: .
Notary Public
7/96 Section 00660 Page 1
SECTION 00660
CONSENT OF SURETY
TO: City of Fort Collins, Colorado
(hereinafter referred to as the "OWNER")
CONTRACTOR:
PROJECT: 6046 Concrete Maintenance Project
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.
Section 00670 Page 1
SECTION 00670
APPLICATION FOR EXEMPTION CERTIFICATE
Section 00670 Page 2
SECTION 00700
GENERAL CONDITIONS
SE
SECTION 00800
SUPPLEMENTARY CONDITIONS
7/96 Section 00800 Page 1
SECTION 00800
SUPPLEMENTARY CONDITIONS
Conditions of the Contract
These Supplementary Conditions amend or supplement the General Conditions of
the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with
City of Fort Collins modifications) and other provisions of the Contract
Documents as indicated below.
SC-5.4.8 Limits of Liability
A. Add the following language at the end of paragraph 5.4.8.
The limits of liability for the insurance required by the paragraph
numbers of the General Conditions listed below are as follows:
5.4.1 and 5.4.2
Coverage A - Statutory Limits
Coverage B - $100,000/$100,000/$500,000
5.4.3 and 5.4.5 Commercial General Liability policy will have limits of
$1,000,000 combined single limits (CSL). This policy will include
coverage for Explosion, Collapse, and Underground coverage unless waived
by the Owner.
5.4.6 The Comprehensive Automobile Liability Insurance policy will have
limits of $1,000,000 combined single limits (CSL).
5.4.9 This policy will include completed operations coverage/product
liability coverage with limits of $1,000,000 combined single limits
(CSL).
9/99
SECTION 00900
ADDENDA, MODIFICATIONS AND PAYMENT
00950 Contract Change Order
00960 Application for Payment
9/99 Section 00950 Page 1
SECTION 00950
CHANGE ORDER NO.
PROJECT TITLE: 6046 Concrete Maintenance Project
CONTRACTOR:
PROJECT NUMBER:
DESCRIPTION:
1. Reason for change:
2. Description of Change:
3. Change in Contract Cost
4. Change in Contract Time:
__
ORIGINAL CONTRACT COST $ .00
TOTAL APPROVED CHANGE ORDER 0.00
TOTAL PENDING CHANGE ORDER 0.00
TOTAL THIS CHANGE ORDER 0.00
TOTAL % OF THIS CHANGE ORDER
TOTAL C.O.% 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
9/997/96 Section 00960 Page 1
Section 00960
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
NUMBER DATE AMOUNT
The present status of the account for this Contract is as
follows:
1
2 Original Contract Amount:
3 Net Change by Change Order:
Current contract Amount: $0.00
Total Completed and Stored to Date:
Less Previous Applications:
Amount Due this Application - Before Retainage: $0.00
Less Retainage:
Net Change by Change Order $0.00 AMOUNT DUE THIS APPLICATION: $0.00
CERTIFICATION:
The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with
the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the Contract.
The above Amount Due This Application is requested by the
CONTRACTOR.
Date: By:
Payment of the above Amount Due This Application is recommended by the ENGINEER.
Date: By:
Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager.
Date: By:
Payment of the above Amount Due This Application is approved by the OWNER.
Date: By:
7/96 Section 00960 Page 2
CONTRACT AMOUNTS
APPLICATION FOR
PAYMENT PAGE 2 OF 4
Work
Completed
Work
Completed
Work
Completed Stored
Bid
This
Month
Previous
Periods
To
Date Materials Total
Item This Earned Percent
Number Description Quantity Units
Unit
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
7/96 Section 00960 Page 3
CHANGE ORDERS APPLICATION FOR PAYMENT PAGE 3 OF 4
Work Completed
Work
Completed
Work
Completed Stored
Bid
This
Month
Previous
Periods
To
Date Materials Total
Item This Earned Percent
Number Description Quantity Units
Unit
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 CHANGE ORDERS $0.00 $0.00 $0.00 $0.00 $0.00
PROJECT TOTALS $0.00 $0.00 $0.00 $0.00 $0.00
7/96 Section 00960 Page 4
STORED MATERIALS
SUMMARY PAGE 4 OF 4
On Hand Received Installed On Hand
Item Invoice Previous This This This
Number Number Description Application Period Period 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
2007 CONCRETE MAINTENANCE PROJECT
GENERAL REQUIREMENTS INDEX
SECTION PAGE NUMBERS
01010 Summary of Work General Requirements 1-2
01040 Coordination General Requirements 3-4
01310 Construction Schedules General Requirements 5-6
01330 Survey Data General Requirements 7
01340 Shop Drawings General Requirements 8-10
01410 Testing General Requirements 11-12
01510 Temporary Utilities General Requirements 13
01560 Temporary Controls General Requirements 14-15
01700 Contract Closeout General Requirements 16
01800 Method of Measurement and Basis of Payment General Requirements 17
General Requirements - Page 1 of 17
SECTION 01010
SUMMARY OF WORK
1.1 DESCRIPTION OF WORK
A. This work shall consist of the removal and/or installation of concrete curbs, gutters, sidewalks, crosspans, aprons,
drive approaches, inlets, concrete pavement, and pedestrian access ramps and placement of temporary asphalt
patching adjacent to new concrete on designated streets in the City of Fort Collins. Specific locations are described
in Section 3500, Project Map.
B. Protection and Restoration.
1. Replace to equal or better conditions all items removed and replaced or damaged during construction. Restore
all areas disturbed to match surrounding surface conditions. Also see tree protection standards.
C. Construction Hours
1. Construction hours, except for emergencies, shall be limited to 7:00 a.m. to 6:00 p.m., Monday through Friday,
unless otherwise authorized in writing by the Engineer. After hour equipment operation shall be in accordance
with Section 1560.
2. Any work performed by the Contractor outside of the construction hours, whether or not authorized by the
Engineer, shall entitle the Owner to deduct from compensation due to the Contractor sufficient funds to cover
the Owner’s costs in providing field engineering and/or inspection services because of such work. The cost for
field engineering and inspection shall be $50.00 per hour.
1.2 NOTICES TO PRIVATE OWNERS AND AUTHORITIES
A. Notify private owners of adjacent property, utilities, irrigation canal, 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 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. Rick Richter and/or Erika Keeton will be the ENGINEER (Project Engineer/Manager).
Rick Richter 970.221.6798 Mobile/Pager 970.222.1132
Erika Keeton 970.221.6605 Mobile/Pager 970.222.0787
F. Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractor's
convenience.
General Requirements - Page 2 of 17
UTILITIES
Water: City of Fort Collins, Colorado
221-6700, Meter Shop 221-6759
Storm Sewer: City of Fort Collins, Colorado
221-6700
Sanitary Sewer: City of Fort Collins, Colorado
221-6700
Electrical: City of Fort Collins, Colorado
221-6700
Gas: Public Service Company of Colorado
482-5922, 221-8553
Telephone: U.S. West Communications
484-0300, 226-6310
Traffic Operations: City of Ft. Collins, Colorado
221-6608
Cable Television: Comcast
493-7400
*Utility Locates Under One-call System
1-800-922-1987
AGENCIES
Safety: Larimer County Sheriff's Department:
Occupational Safety and Health Administration Non-Emergency: 221-7177
(OSHA): 844-3061
Fire: Ambulance:
Poudre Fire Authority Poudre Valley Hospital
Non-Emergency: 221-6581 Non-Emergency: 484-1227
Emergency: 911 Emergency: 911
Police:
City of Fort Collins Police Department
Non-Emergency: 221-6550
Emergency: 911
Postmaster:
US Postal Service: 225-4111
Transportation:
Transfort: 221-6620
Traffic Engineering: 221-6608
END OF SECTION
General Requirements - Page 3 of 17
SECTION 01040
COORDINATION
1.1 GENERAL CONTRACTOR RESPONSIBILITIES
A. Coordinate operations under contract in a manner which will facilitate progress of the Work. The Contractor shall
also coordinate with the Landscape Contractor 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.
1.2 CONFERENCES
A. A Pre-construction Conference will be held prior to the start of construction.
1. Contractor shall participate in the conference accompanied by all major Subcontractors, including the Traffic
Control Supervisor assigned to the project.
2. Contractor shall designate/introduce Superintendent, and major Subcontractors supervisors assigned to project.
3. The Engineer shall invite all utility companies involved.
4. The Utilities will be asked to designate their coordination person, provide utility plans, and their anticipated
schedules.
5. 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. Engineer may hold coordination conferences to be attended by all involved when Contractor's operations affects, or
is affected by, the work of others.
1. Contractor shall participate in such conferences accompanied by Subcontractors as required by the Engineer.
1.3 PROGRESS MEETINGS
A. Contractor and Engineer's Project Representatives shall schedule and hold regular progress meetings at least
weekly and at other times as requested by the Engineer or required by the progress of the Work.
B. Attendance shall include:
1. Contractor and Superintendent.
2. Owner's Representatives.
3. Engineer and Resident Project Representative.
4. Traffic Control Supervisor
5. Others as may be requested by Contractor, Engineer or Owner.
General Requirements - Page 4 of 17
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.
D. The Engineer and Contractor shall agree to weekly quantities at the progress meetings. The weekly quantity sheets
shall be signed by both parties. These quantity sheets, when signed, shall be final and shall be the basis for the
monthly progress estimates. This process ensures accurate monthly project pay estimates.
END OF SECTION
General Requirements - Page 5 of 17
SECTION 01310
CONSTRUCTION SCHEDULES
1.1 GENERAL
A. The contractor shall prepare a detailed schedule of all construction operations and procurement after review of
tentative schedule by parties attending the pre-construction conference. This schedule will show how the contractor
intends to meet the milestones set forth.
1. No work is to begin at the site until Owner's acceptance of the Construction Progress Schedule and Report of
delivery of equipment and materials.
1.2 FORMAT AND SUBMISSIONS
A. Prepare construction and procure schedules in a graphic format suitable for displaying scheduled and actual
progress.
B. Submit two copies of each schedule to Owner for review.
1. Owner will return one copy to Contractor with revisions suggested or necessary for coordination of the Work
with the needs of Owner or others.
C. The schedule must show how the street, landscaping and various utility work will be coordinated.
1.3 CONTENT
A. Construction Progress Schedule.
1. Show the complete work sequence of construction by activity and location.
2. Show changes to traffic control.
3. Show project milestones
B. Report of delivery of equipment and materials.
1. Show delivery status of critical and major items of equipment and materials.
2. Include a schedule which includes the critical path for Shop Drawings, tests, and other submittal requirements for
equipment and materials, reference Section 01340.
1.4 PROGRESS REVISIONS
A. Submit revised schedules and reports at weekly project coordination meetings when changes are foreseen, when
requested by Owner or Engineer, and with each application for progress payment.
B. Show changes occurring since previous submission.
1. Actual progress of each item to date.
2. Revised projections of progress and completion.
C. Provide a narrative report as needed to define:
1. Anticipated problems, recommended actions, and their effects on the schedule.
2. The effect of changes on schedules of others.
General Requirements - Page 6 of 17
1.5 OWNER'S RESPONSIBILITY
A. Owner's review is only for the purpose of checking conformity with the Contract Documents and assisting
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 Requirements - Page 7 of 17
SECTION 01330
SURVEY DATA
1.1 SURVEY REQUIREMENTS
A. The Owner will provide the construction surveying for the street and landscaping improvements. City Survey
Crews will perform the surveying required.
B. The Contractor must submit a survey request form to the City Surveyors a minimum of 48 hours prior to needing
surveying.
C. If the requested surveying cannot be accomplished in the time frame requested by the Contractor, the survey
personnel shall notify the Contractor with the date on which the requested work will be completed.
D. Should a sudden change in the Contractor's operations or schedule require the survey personnel to work overtime,
the Contractor shall pay the additional overtime expense.
E. The Contractor shall protect all survey monuments and construction stakes. If it is unavoidable to remove a survey
monument or construction stakes, the Contractor is responsible for notifying the Surveyor and allowing enough
time for the monuments or stakes to be relocated. The Contractor will be responsible for the cost of re-staking
construction stakes and for the cost of re-establishing a destroyed monument.
F. The Contractor shall be responsible for transferring the information from the construction stakes to any necessary
forms and for constructing all pipelines, drainage ways, pavements, inlets, walls, and other structures in accordance
with the information on the stakes and grade sheets supplied by the Owner.
END OF SECTION
General Requirements - Page 8 of 17
SECTION 01340
SHOP DRAWINGS
1.1 GENERAL
A. Submit Shop Drawings, Samples, and other submittals as required by individual specification sections.
1. Engineer will not accept Shop Drawings or other submittals from anyone but Contractor.
B. Schedule: Reference Section 01310, Construction Schedules. Submittals received by Engineer prior to the time set
forth in the approved schedule will be reviewed at any time convenient to Engineer before the time required by the
schedule.
C. Any need for more than one re-submission, or any other delay in obtaining Engineer's review of submittals, will not
entitle Contractor to extension of the Contract Time unless delay of the Work is directly caused by failure of
Engineer to return any scheduled submittal within 10 days after receipt in his office of all information required for
review of the submittals or for any other reason which prevents Engineer's timely review. Failure of Contractor to
coordinate submittals that must be reviewed together will not entitle Contractor to an extension of Contract Time or
an increase in Contract Price.
D. Resubmit for review a correct 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 Contractor and properly marked by Engineer, are at the site and available to workmen.
F. Do not use Shop Drawings which do not bear Engineer's mark "NO EXCEPTION TAKEN" in the performance of
the Work.
Review status designations listed on Engineer's submittal review stamp are defined as follows:
1. NO EXCEPTION TAKEN
Signifies material or equipment represented by the submittal conforms with 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 with the design concept, complies with
the information given in the Contract Documents and is acceptable for incorporation in the Work in accordance
with Engineer's notations. Contractor is to proceed with the Work in accordance with Engineer's notations and
is to submit a revised submittal responsive to notations marked on the returned submittal or written in the letter
of transmittal.
3. REJECTED
Signifies material or equipment represented by the submittal does not conform with the design concept or
comply with the information given in the Contract Documents and is not acceptable for use in the Work.
Contractor is to submit submittals responsive to the Contract Documents.
General Requirements - Page 9 of 17
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 which by their nature do not constitute a basis for determining that items
represented thereby conform with the design concept or comply with the information given in the Contract
Documents. Engineer reviews such submittals for general information but not for substance.
1.2 SHOP DRAWINGS
A. Include the following information as required to define each item proposed to be furnished.
1. Detailed installation drawings showing foundation details, and clearances required for construction.
2. Relation to adjacent or critical features of the Work or materials.
3. Field dimensions, clearly identified as such.
4. Applicable standards, such as ASTM or Federal Specification numbers.
5. Drawings, catalogs or parts thereof, manufacturer's specifications and data, instructions, performance
characteristics and capacities, and other information specified or necessary:
a. For Engineer to determine that the materials and equipment conform with the design concept and comply
with the intent of the Contract Documents.
b. For the proper erection, installation, and maintenance of the materials and equipment which Engineer will
review for general information but not for substance.
c. For Engineer to determine what supports, anchorages, structural details, connections and services are
required for materials and equipment, and the effect on contiguous or related structures, materials and
equipment.
6. Complete dimensions, clearances required, design criteria, materials of construction and the like to enable
Engineer to review the information effectively.
B. Manufacturer's standard drawings, schematics and diagrams:
1. Delete information not applicable to the Work.
2. Supplement standard information to provide information specifically applicable to the Work.
C. Format.
1. Present in a clear and thorough manner.
2. Minimum sheet size: 8 ½" x 11".
3. Clearly mark each copy to identify pertinent products and models.
4. Individually annotate standard drawings which are furnished, cross out items that do not apply, describe exactly
which parts of the drawing apply to the equipment being furnished.
5. Individually annotate catalog sheets to identify applicable items.
6. Reproduction or copies of portions of Contract Documents:
a. Not acceptable as complete fabrication or erection drawings.
b. Acceptable when used as a drawing upon which to indicate information on erection or to identify detail
drawings.
7. Clearly identify the following:
a. Date of submission.
b. Project title and number.
c. Names of Contractor, Supplier and Manufacturer.
d. Specification section number, specification article number for which items apply, intended use of item in the
work, and equipment designation.
e. Identify details by reference to sheet, detail, schedule or room numbers shown in the Contract Documents.
f. Deviations from Contract Documents.
g. Revisions on re-submittals.
General Requirements - Page 10 of 17
h. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of products, field
measurements and field construction criteria, and coordination of the information within the submittal with
requirements of the Work and the Contract Documents.
1.3 SUBMISSION REQUIREMENTS
A. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the
Work or in the work of any other contractor.
B. Minimum number required:
1. Shop Drawings.
a. Three (3) copies minimum, two (2) copies which will be retained by Engineer.
1.4 RE-SUBMISSION REQUIREMENTS
A. Make corrections or changes required by Engineer and resubmit until accepted.
B. In writing call Engineer's attention to deviations that the submittal may have from the Contract Documents.
C. In writing call specific attention to revisions other than those called for by Engineer on previous submissions.
D. Shop Drawings.
1. Include additional drawings that may be required to show essential details of any changes proposed by
Contractor along with required wiring and piping layouts.
END OF SECTION
General Requirements - Page 11 of 17
SECTION 01410
TESTING
1.1 GENERAL
A. Provide such equipment and facilities as the Engineer may require for conducting field tests and for collecting and
forwarding samples. Do not use any materials or equipment represented by samples until tests, if required, have
been made and the materials or equipment are found to be acceptable. Any product which becomes unfit for use
after approval hereof shall not be incorporated into the work.
B. All materials or equipment proposed to be used may be tested at any time during their preparation or use. Furnish
the required samples without charge and give sufficient notice of the placing of orders to permit the testing.
Products may be sampled either prior to shipment or after being received at the site of the work.
C. Tests shall be made by an accredited testing laboratory selected by the Owner. Except as otherwise provided,
sampling and testing of all materials and the laboratory methods and testing equipment shall be in accordance with
the latest standards and tentative methods of the American Society for Testing Materials (ASTM).
D. Where additional or specified information concerning testing methods, sample sizes, etc., is required, such
information is included under the applicable sections of the Specifications. Any modification of, or elaboration on,
these test procedures which may be included for specific materials under their respective sections in the
Specifications shall take precedence over these procedures.
1.2 OWNER'S RESPONSIBILITIES
A. Owner shall be responsible for and shall pay all costs in connection with testing for the following:
1. Soil tests, except those called for under Submittals thereof.
2. Tests not called for by the Specifications of materials delivered to the site but deemed necessary by Owner.
3. Concrete test, except those called for under Submittals thereof.
1.3 CONTRACTOR'S RESPONSIBILITIES
A. In addition to those inspections and tests called for in the General Conditions, 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 retesting for Work or materials found defective or unsatisfactory, including tests covered under 1.2 above.
3. All minimum call out charges or stand by time charges from the tester due to the Contractor's failure to pave,
pour, or fill on schedule for any reason except by action of the Engineer.
B. Contractor shall notify the Project Engineer 48 hours prior to performing an operation that would require testing.
1.4 CONTRACTOR'S QUALITY CONTROL SYSTEM
A. General: The Contractor shall establish a quality control system to perform sufficient inspection and tests of all items
of Work, including that of his subcontractors, to ensure conformance to the functional performance of this project.
This control shall be established for all construction except where the Contract Documents provide for specific
compliance tests by testing laboratories or engineers employed by the Owner. The Contractor’s control system shall
specifically include all testing required by the various sections of these Specifications.
General Requirements - Page 12 of 17
B. Superintendence: The Contractor shall employ a full time Superintendent to monitor and coordinate all facets of the
Work. The Superintendent shall have adequate experience to perform the duties of Superintendent.
C. Contractor's quality control system is the means by which he assures himself that his construction complies with the
requirements of the Contract Documents. Controls shall be adequate to cover all construction operations and should
be keyed to the proposed construction schedule.
D. Records: Maintain correct records on an appropriate form for all inspections and tests performed, instructions
received from the Engineer and actions taken as a result of those instructions. These records shall include evidence
that the required inspections or tests have been performed (including type and number of inspections or test, nature
of defects, causes for rejection, etc.) proposed or directed remedial action, and corrective action taken. Document
inspections and tests as required by each section of the Specifications. Provide copies to Engineer weekly.
END OF SECTION
General Requirements - Page 13 of 17
SECTION 01510
TEMPORARY UTILITIES
1.1 UTILITIES
A. Furnish all utilities necessary for construction.
B. Make arrangements with Owner as to the amount of water required and time when water will be needed.
1. Meters may be obtained through the Water Utility Meter Shop at 221-6759
2. Unnecessary waste of water will not be tolerated.
C. Furnish necessary water trucks, pipes, hoses, nozzles, and tools and perform all necessary labor.
1.2 SANITARY FACILITIES
A. Furnish temporary sanitary facilities at each site for the needs of construction workers and others performing work or
furnishing services on the Project.
B. Properly maintain sanitary facilities of reasonable capacity throughout construction periods.
C. Enforce the use of such sanitary facilities by all personnel at the site.
D. Obscure from public view to the greatest practical extent.
END OF SECTION
General Requirements - Page 14 of 17
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.
C. Cease operation of all machinery and vehicles between the hours of 6:00 p.m. and 7:00 a.m.
1.2 DUST CONTROL
A. Dusty materials in piles or in transit shall be covered when necessary to prevent blowing.
B. Earth and road surfaces subject to dusting due to construction activities and detouring of traffic shall be kept moist
with water or by application of a chemical dust suppressant.
1. Chemical dust suppressant shall not be injurious to existing or future vegetation.
1.3 POLLUTION CONTROL
A. Prevent the pollution of drains and water courses by sanitary wastes, concrete, sediment, debris and other substances
resulting from construction activities.
1. Retain all spent oils, hydraulic fluids and other petroleum fluids in containers for disposal off the site.
2. Prevent sediment, debris or other substances from entering sanitary sewers, storm drains and culverts.
1.4 EROSION CONTROL
A. Take such measures as are necessary to prevent erosion of soil that might result from construction activities.
1. Measures in general will include:
a. Control of runoff.
b. Trapping of sediment.
c. Minimizing area and duration of soil exposure.
d. Temporary materials such as hay bales, sand bags, 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.
General Requirements - Page 15 of 17
1.5 TRAFFIC CONTROL
A. Maintain traffic control in accordance with the “Manual of Uniform Traffic Control Devices” (MUTCD), the City of
Fort Collins “Work Area Traffic Control Handbook,” and the current “Larimer County Urban Area Street
Standards.” In the event of a conflict between the MUTCD criteria and the City’s criteria, the City’s criteria shall
govern.
1.6 HAUL ROUTES
The Engineer reserves the right to set haul routes in order to protect pavements, both new and old, from heavy loads.
These pavements may include, but are not limited to, recently constructed pavements, recently overlaid pavements,
and/or pavements whose condition would be significantly damaged by heavy loads.
END OF SECTION
General Requirements - Page 16 of 17
SECTION 01700
CONTRACT CLOSEOUT
1.1 CLEANING AND RESTORATION
A. Return the premises and adjacent properties to conditions existing or better than existing at the time the work was
begun. This will include providing labor, equipment and materials for cleaning, repairing and replacing facilities
damaged or soiled during construction. The Engineer will be the judge of the degree of restoration required.
1.2 PROJECT RECORD DOCUMENTS
A. Maintain on the job site, and make available to the Engineer upon request, one current marked-up set of the
drawings which accurately indicate all approved variations in the completed work that differ from the design
information shown on the drawings. Further, these drawings should reflect all underground obstacles encountered.
B. These record drawings along with any survey records, photographs and written descriptions of said work as may be
required by the Engineer shall be submitted prior to project acceptance.
END OF SECTION
General Requirements - Page 17 of 17
SECTION 01800
METHOD OF MEASUREMENT AND BASIS OF PAYMENT
1.1 DEFECTIVE WORK
A. Owner will not pay for defective work and will not pay for repair or additional work required to bring the project to
a point of acceptance.
1.2 BID PRICE
A. The Total Bid Price covers all Work required by the Contract Documents. All work not specifically set forth as a
pay item in the Bid Form shall be considered a subsidiary obligation of Contractor and all costs in connection
therewith shall be included in the prices bid for the various items of Work.
B. Prices shall include all costs in connection with the proper and successful completion of the Work, including
furnishing all materials, equipment and tools; and performing all labor and supervision to fully complete the Work.
C. Unit prices shall govern over extensions of sums.
D. Unit prices shall not be subject to re-negotiation.
1.3 ESTIMATED QUANTITIES
A. All quantities stipulated in the Bid Form at unit prices are approximate and are to be used only as a basis for
estimating the probable cost of the Work and for the purpose of comparing the bids submitted to the Work. The
basis of payment shall be the actual amount of materials furnished and Work done.
B. Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any
difference between the amount of Work actually performed and materials actually furnished and the estimated
amount therefor.
END OF SECTION
SECTION 02000
PROJECT SPECIFICATIONS
The Colorado Division of Transportation "Standard Specifications for Road and Bridge Construction", 2005, and the
current Larimer County “Urban Area Street Standards”, (hereafter referred to as the "Standard Specifications") are made
a part of this Contract by this reference, except as revised herein, and are hereby adopted as the minimum Standard
Specifications of Compliance for this project. In those instances where the Standard Specifications conflict with any of
the provisions of the preceding Sections, the preceding Sections shall govern.
INDEX OF REVISIONS
SECTION
104 Traffic and Parking Control
105 Control of Work
107 Protection and Restoration of Property and Landscape
108 Prosecution and Progress
201 Clearing and Grubbing
202 Removal of Structures and Obstructions
203 Excavation and Embankment
212 Seeding, Fertilizer, and Sodding
304 Aggregate Base Course
403 Hot Mix Asphalt - Patching
604 Inlets and Culverts
608 & 609 Sidewalks, Curb and Gutter, Drive Approaches, Aprons, Crosspans, and Concrete Pavement
630 Construction Zone Traffic Control
Project Specifications - Page 2 of 30
REVISION OF SECTION 104
TRAFFIC AND PARKING CONTROL
Section 104 of the Standard Specifications is hereby revised as follows:
Subsection 104.04 shall include the following.
It shall be the Contractor's responsibility to clear parking from the streets when such parking will interfere with
the work. Prior to work that requires the street(s) to be closed to parking and/or traffic, the street(s) shall be
posted for "NO PARKING". The placement of these signs shall take place at least 24 hours prior to the
commencement of work and shall clearly show the type of work, and the day, date and times that the message
on the sign is in effect. (For example, if a street is to be patched on Wednesday, July 2, the street shall be
posted no later than Tuesday, July 1, by 7:00 a.m. with a sign that reads similar to "NO PARKING,
WEDNESDAY, JULY 2, 7:00 A.M. TO 6:00 P.M., PATCHING.) See sample "NO PARKING" sign. “NO
PARKING” signs shall remain in place until the street is opened to traffic and all clean up operations
completed.
All information on the "NO PARKING" signs, with the exception of the date, shall be in block letters
permanently affixed to the sign. Any information added to a sign, such as dates, shall be clearly legible and
written in block style letters. The “NO PARKING” signs shall be in effect for one or two days only.
Any work done by the Contractor without traffic control will not be paid for under the terms of this Contract.
The Contractor will not be paid for traffic control costs incurred during Contractor caused delays.
At or near the end of each work day, a representative of the Contractor, the Traffic Control Supervisor, and the
Engineer will meet to discuss the progress of the work and the placement of traffic control devices including
"NO PARKING" signs. Any necessary adjustments shall be made. The Contractor shall also review at this
time with the Engineer the proposed means of handling parking and traffic control for upcoming work. It is the
responsibility of the Contractor to minimize any inconvenience to the public as a result of this work.
At the above referenced meeting, the quantity of traffic control devices used that day shall be agreed upon by
the Contractor and the Engineer. The Contractor shall utilize forms approved by the Engineer for the tabulation
of Traffic Control Devices utilized.
The Contractor shall maintain pedestrian and vehicular access to all businesses within the project at all times.
Pedestrian access must be clearly delineated and buffered from construction activities at all times, and may
include construction and installation of temporary ramps and wooden walkways as necessary.
Any changes in the traffic control, including additional signs, barricades, and/or flaggers needed in the field
shall be immediately implemented as directed by the Engineer.
The cost for traffic control is covered in “Revision of Section 630, Construction Zone Traffic Control” found
herein.
Project Specifications - Page 3 of 30
NO
PARKING
Wed July 7
7:00 AM - 6:00 PM
PATCHING
REVISION OF SECTION 105
CONTROL OF WORK
Project Specifications - Page 4 of 30
Section 105 of the Standard Specifications is hereby revised as follows:
COOPERATION WITH UTILITIES
Subsection 105.10 shall include the following:
Concrete construction and/or reconstruction operations at intersections may involve the destruction and
replacement of traffic signal loop detectors. The existing traffic signal loop detectors shall be removed by the
contractor at no additional cost. New loop detectors may be installed at other intersections where they do not
now exist. New and replacement loop detectors will be installed by the City Traffic Division. The Contractor
shall cooperate with the schedule of this work to insure the timely installation of new loop detectors.
Also, the Contractor shall coordinate with the City Traffic Division to insure that any cleanup required after the
installation of the loop detectors will be completed before concrete placement operations begin.
COOPERATION BETWEEN CONTRACTORS
Subsection 105.11 shall include the following:
City Utilities, Streets, Parks, Traffic, and utility contractors may perform work related to the project within or
near the limits of this project. The Contractor shall conduct the work without interfering or hindering the
progress or completion of the work being performed by other contractors. The Contractor shall coordinate
extensively with these entities to minimize traffic control and scheduling conflicts, and ensure timely
completion of all the work.
INSPECTION AND TESTING OF WORK
Subsection 105.15 shall include the following:
The Contractor shall keep the Engineer informed of his future construction operations to facilitate scheduling of
required inspection, measuring for pay quantities, and sampling. The Contractor shall notify the Engineer a
minimum of 24 hours in advance of starting any construction operation that will require inspection, measuring
for pay quantities, or sampling. Failure of the Contractor to provide such notice will relieve the owner and the
Engineer from any responsibility for additional costs or delays caused by such failure.
Inspection of the work or materials shall not relieve the Contractor of any of his obligations to fulfill his
contract as prescribed. Work and materials not meeting specifications shall be corrected and unsuitable work or
materials may be rejected, notwithstanding that such work or materials have been previously inspected by the
Engineer or that payment therefore has been included in the progress estimate.
MAINTENANCE DURING CONSTRUCTION
Subsection 105.18 shall include the following:
The roadway area, including curb, gutter, and sidewalk, adjacent to and through the construction area shall be
cleaned of debris by the Contractor at the earliest opportunity, but in no case shall the area be left uncleaned
after the completion of the day's work. It shall be the Contractor's responsibility to provide the necessary
manpower and equipment to satisfactorily clean the roadway area.
REVISION OF SECTION 105
CONTROL OF WORK
Project Specifications - Page 5 of 30
The Contractor shall utilize a combination of pick-up brooms, side brooms and/or other equipment as needed to
clean the streets. All sweeping and clean up equipment shall be approved by the Engineer prior to the
commencement of work.
The Contractor shall maintain the streets during the construction process as prescribed above.
If a street requires additional sweeping by City forces, the Owner shall deduct from compensation due the
Contractor sufficient funds to cover the Owner's cost to provide said service.
All cost of maintaining the work during construction and before the project is accepted will not be paid for
separately, but shall be included in the work.
REVISION OF SECTION 107
PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE
Project Specifications - Page 6 of 30
Section 107 of the Standard Specifications is hereby revised as follows:
Subsection 107.12 shall include the following:
The fact that any underground facility - sprinkler systems, utility services, etc. - is not shown on the plans,
details or construction documents shall not relieve the Contractor of his responsibilities as provided for in the
Contract. It shall be the Contractor's responsibility, pursuant thereto, to ascertain the location of such
underground improvements which may be subject to such damage by reason of his operations.
Any pruning of vegetation shall require the written permission of the property owner and/or the Engineer.
If the area to be repaired is five (5) inches or less in width, the Contractor shall clean the area of all debris (i.e.
concrete, road base, etc.) to a minimum depth of four (4) inches, prepare all edges to be clean and vertical, and
place (see below) and compact topsoil. The topsoil shall be compacted utilizing a hand operated roller or other
method approved by the Engineer.
For concrete repair locations, the placement of topsoil (backfill) shall be completed within two (2) working days
of the placement of the concrete.
The topsoil shall consist of loose friable loam reasonably free of admixtures of subsoil, refuse, stumps, roots,
rocks, brush, weeds, heavy clay, hard clods, toxic substances or other material which would be detrimental to
the proper development of vegetative growth. The material to be utilized shall be approved by the Engineer
prior to placement.
The topsoil shall be in a relatively dry state and placed during dry weather. The topsoil shall be fine graded to
eliminate rough and low areas and ensure positive drainage. The existing levels, profiles and contours shall be
maintained.
If any portion of the area to be repaired is greater than five (5) inches in width, the Contractor shall clean and
prepare the area along the entire length of the repair location as stated above to a minimum of one (1) foot,
place sod over the entire area, water once, and notify the property owner in writing of the nature of the work
that has taken place and that the sod will be watered only once.
If the area to be repaired is only damaged on the surface, the Contractor shall remove the damaged areas of sod
to a depth that will allow new sod to be placed, place new sod, water once and notify the property owner in
writing of the nature of the work that has taken place and the fact that the sod will be watered only once. The
minimum overall width of the area to be sodded shall be one (1) foot.
For concrete repair locations, the placement of sod shall be completed by the end of the first working day of the
week following the placement of the concrete.
Sprinkler systems - Sprinkler systems designated for relocation shall be capped off at the limits of construction
and protected from damage by the contractor. Sprinkler heads shall be salvaged and stockpiled on each
property for use when reconstructing the sprinkler systems.
Sprinkler systems damaged outside of the construction limits as a result of construction operations shall be
replaced at the Contractor's expense, within three (3) working days from the date of damage. In areas where the
Engineer directs new work or the reconstruction areas require grade adjustment, the placement of topsoil, sod
and sprinkler relocation will be provided by the City under separate contract.
REVISION OF SECTION 107
PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE
Project Specifications - Page 7 of 30
All landscaping that is damaged due to construction operations shall be replaced by the Contractor at his
expense unless a written waiver is obtained from the property owner and submitted to the Engineer. Re-sodded
lawns shall be watered once by the Contractor.
All costs for protecting and restoring landscaping and lawns shall be considered a subsidiary obligation of the
Contractor in connection with the various items of the Work, and no measurement or payment shall be made
separately for the protection and restoration of landscaping and lawns. All restoration of landscaping and lawns
damaged by construction operations, other than concrete repair, shall take place within three (3) working days
from the date of damage.
In areas where the Engineer directs new work or the reconstruction areas require grade adjustment, the
placement of topsoil, sod, and sprinkler relocation will be provided by the City under separate contract.
All labor, materials, tools, equipment, incidentals, and work involved in protecting or repairing underground
facilities shall be considered incidental to the work being done and shall not be measured and paid for
separately.
REVISION OF SECTION 108
PROSECUTION AND PROGRESS
Project Specifications - Page 8 of 30
Section 108 of the Standard Specifications is hereby revised as follows:
SCHEDULE
Subsection 108.03 shall include the following:
A schedule of work must accompany any bid, and shall include number of working days per area to complete
all unit work items covered by the contract. Vicinity maps of each area are included in Section 03500, Project
Maps. The schedule should take any priorities into consideration. The schedule should also include projected
start and end dates. Individual street quantities are described in Section 02500, Quantity Estimates.
Prior to award, mutually acceptable milestones shall be determined by the Contractor and the City based on the
schedule of working days discussed above.
LIMITATION OF OPERATIONS
Subsection 108.04 shall include the following:
The work shall be completed within the following calendar months:
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEPT
OCT
NOV
DEC
DETERMINATION AND EXTENSION OF TIME
Subsection 108.07 shall include the following:
Work hours shall be 7:00 a.m. to 6:00 p.m., Monday through Friday, or as approved by the Engineer.
All Work is to be completed in one hundred twenty (120) consecutive working days.
FAILURE TO COMPLETE WORK ON TIME
Subsection 108.08 shall include the following:
Failure to meet the agreed upon milestones or fully complete the project in one hundred twenty (120) working
days, shall result in damages assessed against the Contractor.
At the City’s option, liquidated damages in the amount of $1000.00 per day may be retained from any monies
due the Contractor, or the City may retain an additional contractor(s) to complete the work, or portion thereof,
and retain any costs incurred above and beyond the bid prices of the Contractor from any monies due the
Contractor in lieu of liquidated damages.
REVISION OF SECTION 201
CLEARING AND GRUBBING
Project Specifications - Page 9 of 30
Section 201 of the Standard Specifications is hereby revised as follows:
CONSTRUCTION REQUIREMENTS
Subsection 201.02 shall be amended to include the following:
When any tree roots are encountered during construction operations, the Contractor shall notify the Engineer
prior to any root removals. The Engineer and the City Forester's representative shall then make a determination
regarding removal.
Tree roots shall be removed with a sharpened, sanitized saw, cut orthogonally to its longitudinal axis as closely
as practical, to leave the freshly cut root surface in a clean and smooth condition. Axes or other blunt objects
shall not be used to cut tree roots.
Where it is anticipated that tree roots may be encountered, great care shall be taken by the Contractor to prevent
any damage to the roots with tools or equipment.
BASIS OF PAYMENT
Subsection 201.04 shall be amended to include the following:
All costs for removing tree roots shall be considered a subsidiary obligation of the Contractor in connection
with the various items of the Work, and no measurement or payment shall be made separately for the removal of
tree roots.
REVISION OF SECTION 202
REMOVAL OF STRUCTURES AND OBSTRUCTIONS
Project Specifications - Page 10 of 30
Section 202 of the Standard Specifications is hereby revised as follows:
DESCRIPTION
Subsection 202.01 is revised to include the following:
This work consists of sawing and cutting to facilitate controlled breaking and removal of concrete and
asphalt to a neat line.
CONSTRUCTION REQUIREMENTS
Subsection 202.02 is revised to include the following:
Sawing of concrete shall be done to a true line, with a vertical face, unless otherwise specified. The depth
of a saw cut in concrete shall be 4 inches or less, as directed by the Engineer.
Residue from sawing shall be removed by the Contractor at the earliest opportunity. The Contractor shall
prevent tracking of residue onto the roadway or walkway, and shall prevent discharge into the storm drainage
system.
METHOD OF MEASUREMENT
Subsection 202.11 is revised to include the following:
Sawing shall be measured by the lineal foot. This item shall only be used where the Engineer directs sawing
not already being paid under another item.
Sawcutting related to the items described in Revision of Section 608, Sidewalks, Curb & Gutter, Drive
Approaches, Aprons, Crosspans, and Concrete Pavement, shall be considered a subsidiary obligation of
the Contractor, and shall not be measured or paid for separately.
BASIS OF PAYMENT
Subsection 202.12 is revised to include the following:
Payment will be made under:
Pay Item Unit
202.01 Sawcutting ≤ 4” LF
202.02 Sawcutting – Additional Inch Depth LF/Inch
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 Sawcutting as specified in these specifications, as
shown on the plans, and as directed by the Engineer.
REVISION OF SECTION 203
EXCAVATION AND EMBANKMENT
Project Specifications - Page 11 of 30
Section 203 of the Standard Specifications is hereby revised as follows:
DESCRIPTION
Subsection 203.01 is revised to include the following:
This work shall consist of removing and disposing of the existing pavement, base or other material, preparing
the subgrade for the subsequent course, and placing borrow in accordance with the specifications and in
reasonably close conformity with the lines, grades, and typical cross sections shown on the plans or as
designated by the Engineer. All excavation will be classified, "General Excavation", as hereafter described.
The Contractor shall dispose of all excavated material.
CONSTRUCTION REQUIREMENTS
Subsection 203.05 is revised to include the following:
General Excavation shall consist of the excavation of all materials of whatever character required for the work
not being removed under some other item.
The Contractor shall be responsible for the protection of the subgrade/base course until subsequent courses have
been placed.
The excavation will be accomplished in the following manner:
General Excavation:
The areas to be removed will be marked on the surface by the Engineer with paint. A straight vertical cut shall
be made through the pavement, if necessary, to provide a square or rectangular opening, such that each edge
will be parallel or at right angles to the direction of traffic. Wheel cutting shall not be allowed.
If, in the opinion of the Engineer, the subgrade material is unsuitable, it shall be removed to the limits and
depths designated.
Where excavation to the finished grade section (including General Excavation and Patching) results in a
subgrade of unsuitable soil, the Engineer may require the Contractor to remove the unsuitable materials and
backfill to the finished grade section with approved material (asphalt or borrow).
After the material has been removed to the depth specified by the Engineer, the Contractor shall prepare the
subgrade by compacting with a sheepsfoot roller, rubber tired roller and/or other compaction equipment as
approved by the Engineer. The subgrade preparation shall not be measured and paid for separately, but shall be
included in the contract unit price for General Excavation.
Borrow:
Borrow shall be placed as directed by the Engineer. The minimum amount of borrow shall be one load
(approximately ten (10) ton). The cost for compaction shall be included in the Contract Unit Price for Borrow.
Borrow material shall meet the grading requirement for Class 1 (Pit Run) or Class 5 (Road Base) Aggregate
Base Course. (The Class 1 Aggregate Base Course need not be crushed and can be of the pit run variety
provided it falls within the gradation requirements as shown in the Standard Specifications.) The material
required for a specific location shall be directed by the Engineer
REVISION OF SECTION 203
EXCAVATION AND EMBANKMENT
Project Specifications - Page 12 of 30
Borrow will be paid by the ton at the proper moisture. Haul and water necessary to bring mixture to optimum
moisture content will not be measured or paid for separately, but shall be included in the contract unit price for
Borrow.
Load slips shall be consecutively numbered for each day, and submitted to the Engineer daily.
METHOD OF MEASUREMENT
Subsection 203.13 shall include the following:
The Contractor and the Engineer shall field measure and agree upon the excavated quantity before any further
work continues. Should the Contractor fail to request the Engineer to measure any work and perform other
work that would prevent the Engineer from measuring pay quantities, the Contractor shall not be compensated
for materials not measured by the Engineer.
The accepted quantities of Excavation will be paid for at the contract unit price per cubic yard. Subgrade
preparation, haul and disposal will not be measured and paid for separately.
The accepted quantities of Borrow will be paid for at the contract unit price per ton. Compaction and haul will
not be measured and paid for separately.
BASIS OF PAYMENT
Subsection 203.14 shall include the following:
Payment will be made under:
Pay Item Unit
203.01 Excavation – General CY
203.02 Borrow 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 Excavation and Borrow including haul, stockpiling, placing material,
watering or drying soil, compaction, proof rolling, finish grading and disposal of unusable materials, as shown on the
plans, as specified in these specifications, and as directed by the Engineer.
REVISION OF SECTION 212
SEEDING, FERTILIZER AND SODDING
Project Specifications - Page 13 of 30
Section 212 of the Standard Specifications is hereby revised as follows:
DESCRIPTION
Subsection 212.01 is revised to include the following:
This work shall consist of soil preparation and furnishing and placing topsoil and blue grass sod in accordance
with these specifications, accepted horticulture practice, and in reasonably close conformity with the locations
and details shown on the plans or as designated. This work shall not include locations of concrete repair in
which grade changes and additional work does not occur. See "Protection and Restoration of Property" found
herein.
MATERIALS
Subsection 212.02 is revised to include the following:
Topsoil Topsoil shall conform to the requirements of “Protection and Restoration of Property" found
herein.
Sod Bluegrass sod shall be nursery grown, 99% Kentucky Blue Grass and 99% weed free. Other sod
type may be used only if approved in writing by the Engineer. The 1% allowable weeds shall not
include any undesirable perennial or annual grasses or plants. Soil thickness of sod cuts shall not
be less than 3/4 inch nor more than one inch. Sod shall be cut in uniform strips with minimum
dimensions of 12 inches in width and 48 inches in length. The Contractor shall submit a sample of
the sod he proposes to furnish. Said sample shall serve as a standard. Any sod furnished, whether
in place or not, that is not up to the standard of the sample may be rejected. Sod that has been cut
for more than 24 hours shall not be used.
Each load of sod shall be accompanied by a certificate from the grower stating the type of sod, and
the date and time of cutting.
CONSTRUCTION REQUIREMENTS
Subsection 212.05 is revised to include the following:
Sodding:
Soil Preparation. The area shall be cleaned with a minimum depth of four (4) inches (where topsoil does not
exist) and a minimum width of one (1) foot, all irregularities in the ground surface shall be removed, and all
edges clean and vertical. Sticks, stones, debris, and other similar material more than ½ inch in diameter shall be
removed. Any objectionable depressions or other variances from a smooth grade shall be corrected.
Topsoil Placement. Topsoil shall be placed and compacted with a minimum depth of four (4) inches. The
amount of compaction required shall be as directed by the Engineer.
Sod Placement. The minimum width for sod shall be one (1) foot. The area to be sodded shall be smooth. The
sod shall be laid by staggering joints with all edges touching. On any slopes, the sod shall run approximately
parallel to the slope contours. The Contractor shall water the sod once and notify the property owner in writing
of the nature of the work that has taken place and that the sod will only be watered once.
Sod placement/replacement required due to Contractor negligence shall follow the requirements of this section
but will not be measured and paid for under the terms of this contract.
REVISION OF SECTION 212
SEEDING, FERTILIZER AND SODDING
Project Specifications - Page 14 of 30
BASIS OF PAYMENT
Subsection 212.08 is revised to include the following:
No measurement for payment shall be made for re-sodding lawn damaged by the Contractor adjacent to new
concrete, when the grade of the existing lawn reasonably matches the grade of the new concrete. Re-sodding in
this instance shall be considered incidental to the work being performed.
Payment will be made under:
Pay Item Unit
212.01 Sod Square Foot
212.02 Landscape/Irrigation Labor Hour
The above prices and payments shall include full compensation for furnishing all labor, materials, tools,
equipment, and incidentals and for doing all work involved in the placement of Seeding, Fertilizer and Sodding,
complete-in-place, including removal, haul, disposal, and water, as shown on the plans, as specified in these
specifications, and as directed by the Engineer.
REVISION OF SECTION 304
AGGREGATE BASE COURSE
Project Specifications - Page 15 of 30
Section 304 of the Standard Specifications is hereby revised as follows:
MATERIALS
Subsection 304.02 is revised to include the following:
Aggregate Base Course shall meet the grading requirements for Class 5. Recycled asphalt or recycled concrete
may be substituted for Aggregate Base Course at any time as directed by the Engineer.
METHOD OF MEASUREMENT
Subsection 304.07 is revised to include the following:
Aggregate Base Course will be measured by the ton at the proper moisture. Haul and water necessary to bring
mixture to optimum moisture content will not be measured and paid for separately, but shall be included in the
contract unit price for Aggregate Base Course.
Aggregate Base Course will be paid at a fixed 75% of the total amount used. The remaining 25% is
intended to cover incidentals such as temporary patching, wash pits, form board reinforcement, and storm water
protection.
Failure to protect open excavations, or any other use not directly related to the Work, shall not be measured or
paid for separately but shall be included in the Work.
Borrow that is placed as a result of excavation of unsuitable subgrade will be paid for at the unit price for
Borrow under Revision of Section 203, Excavation and Embankment.
Load slips shall be consecutively numbered for each day, and submitted to the Engineer daily.
The accepted quantities for Aggregate Base Course will be paid for at the contract unit price per ton.
BASIS OF PAYMENT
Subsection 304.08 is revised to include the following:
Payment will be made under:
Pay Item Unit
304.01 Aggregate Base Course 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 the placement of Aggregate Base Course,
complete-in-place, including haul and water, as shown on the plans, as specified in these specifications, and as
directed by the Engineer.
REVISION OF SECTION 403
HOT BITUMINOUS PAVEMENT - PATCHING
Project Specifications - Page 16 of 30
Section 403 of the Standard Specifications is hereby revised as follows:
DESCRIPTION
Subsection 403.01 is revised to include the following:
This work consists of the placement of hot mix asphalt as a temporary repair to provide vehicle or pedestrian
access, until such time as the permanent repair can be made.
CONSTRUCTION REQUIREMENTS
Subsection 403.03 is revised to include the following:
In all concrete repair locations, the Contractor shall remove no more than six (6) inches of asphalt pavement.
The pavement areas shall be temporarily patched with a minimum of two (2) inches of hot mix asphalt, up to a
maximum depth of six (6) inches. These locations shall be paid under the Contract Unit Price for Temporary
Patching.
METHOD OF MEASUREMENT
Subsection 403.04 is revised to include the following:
The accepted quantities for Temporary Patching will be measured and paid for at the contract unit price per ton.
Pavement cutting, excavation, subgrade preparation, haul, disposal, and bituminous materials will not be
measured or paid for separately, but shall be included in the contract price for Temporary Patching.
Load slips shall be consecutively numbered for each day and shall include the batch time.
BASIS OF PAYMENT
Subsection 403.05 is revised to include the following:
Payment will be made under:
Pay Item Unit
403.01 Temporary Patching 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 Temporary Patching, including pavement
cutting, excavation, haul, disposal, surface preparation, and bituminous materials, complete-in-place, as shown
on these plans, as specified in these specifications, and as directed by the Engineer.
REVISION OF SECTION 604
INLETS AND CULVERTS
Project Specifications - Page 17 of 30
Section 604 of the Standard Specifications is hereby revised as follows:
DESCRIPTION
Subsection 604.01 is revised to include the following:
This work shall consist of the installation of, or removal and replacement of inlets, inlet decks, and sidewalk
culverts in accordance with these specifications, and in reasonably close conformity with the lines and grades
shown on the plans or established by the Engineer.
CONSTRUCTION REQUIREMENTS
Subsection 604.04 is revised to include the following:
The existing frames, grates, bonnets and angle iron faces shall be salvaged and reused in the
reconstruction of the inlet deck or replacement of the inlet. Salvable material shall remain the property of
the City of Fort Collins, and shall be stockpiled by the Contractor at specified locations within the project limits.
The Contractor shall safeguard salvable materials and shall be responsible for the expense of repairing or
replacing damaged or missing material until it is incorporated into the work, or is loaded onto City equipment
by the Contractor.
If the frame, grate, bonnet or angle iron face cannot be salvaged, the City will provide the replacement material
for all inlet types. In the event the City cannot provide material for the Modified Type 13 Curb Inlets, the
Contractor shall supply new material. This item shall include the frame, grate and adjustable curb bonnet for a
Modified Type 13 Curb Inlet, and will be paid as “Modified Type 13 Curb Inlet - Materials Only”. This item
will be paid in addition to the “Remove & Replace” or “Reconstruct Deck” inlet items.
All reinforcing steel encountered during removal shall be replaced with new steel of the grade and size as
shown on the detail found herein.
The “Metal Sidewalk Culvert with 5/8” Plate” item shall include a new frame and plate. The existing
frame and plate shall be salvaged to the maximum extent feasible. Salvable material shall remain the property
of the City of Fort Collins.
When concrete is to be removed and replaced around an existing grate without disturbing the deck or box, this
shall not constitute Reconstruct Inlet Deck. These locations shall be measured and paid for separately under the
items described in Revision of Sections 608 and 609 - Sidewalks, Curb and Gutter, Drive Approaches, Aprons
and Crosspans found herein.
Expansion joint material shall be installed every 500' in long runs and between new structure slabs and existing
concrete slabs, where called for, and around fire hydrants, poles, inlets, sidewalk culverts, mid-block ramps,
radius points at intersections, and other fixed objects, i.e. ends of sidewalk slabs and curbs. Expansion joint
material must be set vertical and installed in accordance with the CDOT M&S Standards for Concrete Pavement
Joints. The joint shall be edged with a suitable edging tool and sealed in accordance with CDOT Section
412.18. Expansion and caulking shall be paid as “Expansion and Caulking” by the lineal foot.
REVISION OF SECTION 604
INLETS AND CULVERTS
Project Specifications - Page 18 of 30
METHOD OF MEASUREMENT
Subsection 604.06 is revised to include the following:
Reconstruct Deck shall include the deck reconstruction of existing inlets, including two, three and a half foot
(3.5') transitions, measured from inside face of box, on each side. Inlets with openings greater than those
defined on the detail shall be paid for as “Reconstruct Deck” per each, plus “Reconstruct Deck Additional Foot
Opening” per lineal foot.
BASIS OF PAYMENT
Subsection 604.07 is revised to include the following:
Payment will be made under:
Pay Item Unit
604.01 Type R Inlet – Remove & Replace (4’ Opening) Each
604.02 Type R Inlet – Reconstruct Deck (4’ Opening) Each
604.03 Type R Inlet – Reconstruct Deck Additional Foot Opening Lineal Foot
604.04 Catch Basin - Remove & Replace Each
604.05 Catch Basin - Reconstruct Deck Each
604.06 Catch Basin - Reconstruct Deck Additional Foot Opening Lineal Foot
604.07 Modified Type 13 Curb Inlet - Remove & Replace Each
604.08 Modified Type 13 Curb Inlet - Reconstruct Deck Each
604.09 Modified Type 13 Curb Inlet - Materials Only Each
604.10 Concrete Sidewalk Culvert - Remove & Replace Each
604.11 Metal Sidewalk Culvert with 5/8” Plate - Remove & Replace Each
604.12 Additional Square Foot 5/8” Plate Square Foot
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 Inlets, including demolition, disposal, reinforcement and replacement,
complete-in-place, as specified in these specifications, as shown on the plans, and as directed by the Engineer.
REVISION OF SECTIONS 608 AND 609
SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS,
CROSSPANS, AND CONCRETE PAVEMENT
Project Specifications - Page 19 of 30
Sections 608 and 609 of the Standard Specifications are to be deleted and replaced with the Larimer County Urban Area
Street Standards, October 2002, except as noted herein.
DESCRIPTION
This work consists of the construction of concrete sidewalks, curb and gutter, drive approaches, aprons,
crosspans, curb ramps and concrete pavement in accordance with these specifications and in conformity with
the lines and grades shown on the plans or established.
MATERIALS
The mix designs for all types of concrete to be utilized shall be determined by the Contractor and submitted to
the Engineer and approved a minimum of one week prior to the beginning of construction.
Cement used shall conform to the Standard Specification for Portland Cement, ASTM C 150-85, AASHTO
M85, Type I, Type I/II, or Type III.
The air content shall be four (4) to seven (7) percent.
“High Early” concrete shall be used for concrete repair locations. “High Early” concrete shall have a specified
compressive strength of 4000 psi and a minimum 48 hour compressive strength of 3000 psi. The concrete shall
have a maximum water/cement ratio of 0.45. The type of concrete used for a particular location shall be
approved by the Engineer. See also Section 2.05, ‘Rigid Pavement Design’, and Section 4.2.4., ‘Concrete
Streets’, of the City of Fort Collins Design Criteria and Standards for Streets."
Water Reducing Agents shall conform to ASTM C 494-82.
Accelerating Agents shall conform to ASTM C 494-82. Calcium Chloride shall not be utilized as an
accelerating agent.
The Contractor shall furnish a load slip containing the information required by AASHTO M157, Section 13,
Subsection 13.1 and 13.2, with each batch of concrete. In addition, the type of concrete (mix code) shall be
shown on each load slip. Concrete delivered without a load slip containing complete information as specified
will be subject to rejection.
Curing materials shall be white pigmented liquid linseed oil based or paraffin based curing compound, and shall
conform to ASTM Specification C 309-81 Type II, Class B. The application rate for curing compound shall be
150 sq. ft./gal. for all concrete. The curing compound shall be applied immediately upon completion of the
finishing.
CONSTRUCTION REQUIREMENTS
The Remove Concrete item shall include removal and disposal or salvage of existing asphalt, concrete, or
flagstone as directed by the Engineer.
Care shall be taken during removal of fillets to protect the existing concrete from damage. Any damage to the
existing concrete shall be repaired or replaced at the Contractors expense.
Monolithic hybrids of curb, gutter, sidewalk and highback vertical curb and gutter will be replaced using the
same configuration as it was originally installed, unless a flaw in its engineering should become apparent. In
these cases the design may be modified by the Engineer.
REVISION OF SECTIONS 608 AND 609
SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS,
CROSSPANS, AND CONCRETE PAVEMENT
Project Specifications - Page 20 of 30
The finished exposed surface and edging of the concrete will match as closely as possible the surface treatment
of the surrounding existing concrete.
In locations where concrete pavement is replaced, the new pavement shall have a minimum thickness of 8".
Existing pavement shall be saw cut to obtain a straight and neat edge for paving and shall be deep enough to cut
through the entire pavement thickness. All joints shall be sealed with an asphalt filler compound, or
approved equal, in accordance with the detail for “Concrete Pavement Joints” contained herein. The
cost for joint sealing shall be included in the contract unit price for “Concrete Pavement.”
The top of the new pavement shall be even with the existing concrete pavement. The concrete shall be
consolidated with a mechanical vibrator.
All construction joints shall be doweled except for expansion joints, joints along existing curb and gutter, and
contraction joints, in accordance with the detail for “Concrete Pavement Joints” contained herein.
In addition, dowels shall be 16” smooth #5 bars. The dowels shall be placed in drilled holes, 12” OC. Dowels
shall fit snugly into 8” deep drilled holes, or shall be epoxy grouted.
In locations where concrete pavement is being replaced, the construction joint (s) shall be constructed in
accordance with the detail for “Concrete Pavement Joints” contained herein. This item will not be measured or
paid for separately under the terms of this contract.
The maximum spacing for transverse joints in crosspans and concrete pavement shall be ten (10) feet.
All construction joints for crosspans and/or aprons adjacent to new or existing concrete shall be constructed in
accordance with the detail for "Concrete Construction Joints" contained herein. This item will not be measured
or paid for separately under the terms of this contract.
Restoration of landscape shall be in accordance with "Revision of Section 107 - Protection and Restoration of
Property and Landscape" found herein. The time frame for restoration shall be within two (2) working days
from the time the concrete was placed for backfill with topsoil and by no later than the end of the first working
day of the following week for sod replacement.
The Contractor shall be responsible for the protection of the subgrade/base course until the concrete is placed.
The Contractor shall protect the concrete against moisture loss, rapid temperature change, rain, flowing water,
mechanical injury, pedestrian and vehicular traffic, and Contractor's equipment for a minimum of 36 hours after
the placement of curing compound for 48 hour high early concrete. Concrete blankets shall be used when the
temperature is expected to fall to 32ºF or below within 36 hours after placement of curing compound for 48
hour high early concrete. Asphalt patching against fresh concrete shall not be permitted during the time frames
for protection of concrete stated above.
The debris immediately adjacent to a concrete repair location shall be completely cleaned up on the work day
following the placement of the concrete. If required, the concrete shall be protected as stated above. Any
damage caused during the cleanup process shall be the Contractor's responsibility.
The Contractor shall utilize forms approved by the Engineer for the tabulation of concrete quantities.
REVISION OF SECTIONS 608 AND 609
SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS,
CROSSPANS, AND CONCRETE PAVEMENT
Project Specifications - Page 21 of 30
Concrete washout/truck washout shall be contained in such a manner that no visual evidence of cement or
aggregate spoils remains on the site. In addition, direct washout to curb and gutter flow lines or inlet structures
is prohibited. Washout may be accomplished by use of a designated spoils/base pile, as described in Section
208 of the Standard Specifications, or at an identified off-site location. Methods shall be submitted for approval
by the Engineer.
Flagstone sidewalk, brick pavers and trolley roadbed bricks shall be salvaged to the maximum extent feasible.
All flagstones, pavers and bricks shall become the property of the City of Fort Collins. Flagstones shall be
hauled by the contractor and delivered to the City’s site located at 1500 Hoffman Mill Road. This item will not
be measured or paid for separately, but shall be considered incidental to the related remove and replace item.
In areas where the Engineer directs the re-setting of flagstone, the existing flagstone shall be salvaged and reset
on compacted base. The elevation of the flagstone shall match as closely as possible the surface treatment of
the surrounding existing area.
METHOD OF MEASUREMENT
Sawcutting related to the items in this section shall be considered a subsidiary obligation of the
Contractor, and shall not be measured or paid for separately.
Pedestrian Access Ramp shall be measured by the square foot and shall include the area between the back of
the curb and both points of curvature, if on the radius, or the top of transition if mid-block.
Pedestrian Access Ramp – Highback Curb shall be measured by the square foot. The length shall be
measured from the back of the curb to the top of the transition at the back of the ramp, and the width shall be
measured at the midpoint.
All pedestrian access ramps shall be placed in accordance with the details contained herein. The ramp items
shall include all labor, materials (except truncated domes), equipment and incidentals, including removal, saw-
cutting, haul and disposal, and for doing all the work involved in removal and replacement of pedestrian access
ramps.
Truncated dome panels shall be placed on all pedestrian access ramps. Truncated Dome Panel will be paid in
addition to the ramp item. This item shall include all labor, materials, and surface preparation to supply and
place the panels at pedestrian access ramps. Truncated dome panels shall be red pre-fabricated concrete or cast
iron, and shall meet all ADA requirements. The type of truncated dome panels to be used shall be submitted to
the Engineer for approval prior to installation. Dome panels shall be placed at the same time as the initial ramp
placement. All panels shall be epoxied on the non-exposed surfaces prior to being set in wet concrete.
Expansion joint material shall be installed every 500' in long runs and between new structure slabs and existing
concrete slabs, where called for and around fire hydrants, poles, inlets, sidewalk under-drains, mid-block ramps,
radius points at intersections, and other fixed objects, i.e. ends of sidewalk slabs and curbs. Expansion joint
material must be set vertical and installed in accordance with the CDOT M&S Standards for Concrete Pavement
Joints. The joint shall be edged with a suitable edging tool and sealed in accordance with CDOT Section
412.18. This item will be paid as Expansion and Caulking by the lineal foot.
Reset Flagstone shall be measured by the square foot of reset area.
REVISION OF SECTIONS 608 AND 609
SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS,
CROSSPANS, AND CONCRETE PAVEMENT
Project Specifications - Page 22 of 30
BASIS OF PAYMENT
Payment will be made under:
Pay Item Unit
608.01 Remove Concrete SF
608.02 Remove and Haul Fillets EACH
608.03 Apron 8” - Remove & Replace SF
608.04 Crosspan 8” - Remove & Replace SF
608.05 Driveover Curb, Gutter and 6” Sidewalk
Remove & Replace LF
608.06 Driveover Curb and Gutter, No Sidewalk
Remove & Replace LF
608.07 Vertical Curb, Gutter and 6” Sidewalk
Remove & Replace LF
608.08 Vertical Curb and Gutter - No Sidewalk
Remove & Replace LF
608.09 Vertical Outfall Curb and Gutter - Remove & Replace LF
608.10 Barrier Curb 12” – Remove & Replace LF
608.11 Hollywood Curb, Gutter and 6” Sidewalk LF
Remove & Replace
608.12 Hollywood Curb and Gutter - No Sidewalk LF
Remove & Replace
608.13 Highback Curb and Gutter - No Sidewalk LF
Remove & Replace
608.14 Pedestrian Access Ramp - Remove & Replace SF
608.15 Pedestrian Access Ramp, Highback Curb
Remove and Replace SF
608.16 Truncated Dome Panel SF
608.17 Flatwork 4” - Remove & Replace SF
608.18 Flatwork 6” - Remove & Replace SF
608.19 Replace Flatwork – 1” Additional Depth SF
REVISION OF SECTIONS 608 AND 609
SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS,
CROSSPANS, AND CONCRETE PAVEMENT
Project Specifications - Page 23 of 30
608.20 Colored Concrete (4”) San Diego Buff – Up Charge SF
608.21 4’ Valley Pan (6") – Remove & Replace SF
608.22 Concrete Pavement 8” - Remove & Replace SF
608.23 Alley Approach 8” - Remove & Replace SF
608.24 Expansion & Caulking LF
608.25 Splashblock 4” SF
608.26 Exposed Aggregate 4” – Up Charge SF
608.27 Reset Flagstone SF
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 Sidewalks, Curb & Gutter, Drive Approaches, Aprons, Crosspans, and
Concrete Pavement, complete-in-place, including removal, sawcutting, haul and disposal, as shown on the plans, as
specified in these specifications, and as directed by the Engineer.
REVISION OF SECTION 630
TRAFFIC CONTROL DEVICES
Project Specifications - Page 24 of 30
Section 630 of the Standard Specifications is hereby revised as follows:
DESCRIPTION
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, channelizing devices, and delineators as required by the latest
revision of the "Manual on Uniform Traffic Control Devices for Streets and Highways" (MUTCD), the City of
Fort Collins “Work Area Traffic Control Handbook", and the current Larimer County Urban Area Street
Standards.
In the event of a conflict between the MUTCD criteria and the City's criteria, the City's criteria shall govern.
When a device is not in use, the Contractor shall remove it from the project for the period it is not needed.
Devices temporarily not in use shall, as a minimum, be removed from the area. Moving will include devices
removed from the project and later returned to use. Payment shall be made for the maximum number of each
type of traffic control device being used at one given time per day.
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.
Traffic control devices shall be removed from the site immediately upon completion of the work for any
street(s).
MATERIALS
Subsection 630.02 shall include the following:
All traffic control devices placed for this project must meet or exceed the minimum standards set forth in the
MUTCD. All traffic control devices shall be clean and in good operating condition when delivered and shall be
maintained in that manner on a daily basis. All traffic control devices shall be clearly marked and free of
crossed out information or any other form of defacement that detracts from the purpose for which they are
intended (i.e. crossed out information, information written in long-hand style, etc.)
Additionally, any sign blank with sign faces on both sides must have the back sign face covered when in use to
avoid confusion to motorists traveling in the opposite direction and other potentially affected parties, such as
residents affected by any information the sign may present.
CONSTRUCTION REQUIREMENTS
Subsection 630.09 shall be revised as follows:
TRAFFIC CONTROL PLAN
Traffic control through the construction areas is the responsibility of the Contractor.
For all locations, a Traffic Control Plan shall be prepared. The Traffic Control Plans shall be on City supplied
forms. The Traffic Control Plans shall be submitted for approval to the Engineer by 8:00 a.m., 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 8:00 a.m.) Full road closure plans shall be submitted no later than
Friday mornings by 8:00 a.m. for projects starting the following week. All plans shall be delivered to City
REVISION OF SECTION 630
TRAFFIC CONTROL DEVICES
Project Specifications - Page 25 of 30
Engineering, 281 North College Avenue. Facsimiles of plans shall not be allowed. No phase of the
construction shall start until the Traffic Control Plan has been approved. Failure to have an approved Traffic
Control Plan shall constitute cause for the City to stop work, as well as the Contractor's forfeiture of payment
for all work and materials at that location, with no adjustment in the contract time.
All costs associated with Traffic Control Plan review will not be measured or paid for separately, but shall be
considered incidental to the Work.
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) 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 channelizing 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 those devices for which payment is
to be made. Such approval does not relieve the Contractor of liability specifically assigned to him under this
contract.
Parking Restriction Plans shall be submitted and approved which show the location and quantity of "NO
PARKING" signs, the date to be placed, and the date to be removed. The plans shall be prepared on City
supplied forms. The Parking Restriction Plans shall be submitted to the Engineer by 8:00 a.m., two working
days prior to the commencement of work. (Note: Parking Restriction Plans for work done on Monday and
Tuesday shall be submitted the previous Friday by 8:00 a.m.) All plans shall be delivered to City Engineering,
281 North College Avenue. Facsimiles of plans shall not be allowed. No phase of the construction shall start
until the Parking Restriction Plan has been approved. Failure to have an approved Parking Restriction Plan
shall constitute cause for the City to stop work, as well as the Contractor's forfeiture of payment for all work
and materials at that location, with no adjustment in the contract time. The cost for preparing and submitting
the traffic control plan shall be included in the contract unit price for Traffic Control Supervisor.
Subsection 630.10 shall be revised as follows:
TRAFFIC CONTROL MANAGEMENT
Traffic Control Management shall be performed by a Traffic Control Supervisor (TCS). The TCS(s) shall
possess a current American Traffic Safety Services Association (ATSSA) certification as a Worksite Traffic
Control Supervisor or Colorado Contractor's Association (CCA) certification as a Traffic Control Supervisor.
(Proof of certification shall be presented to the City Traffic Control Manager, and when requested by a City
representative, for each TCS utilized on this project.)
One TCS shall be designated as the Head TCS. The Head TCS shall have a minimum of one year experience as
a certified TCS. Qualifications shall be submitted to the Engineer for approval a minimum of one week
prior to commencement of the work. The Head TCS shall be on site at all times during the construction when
REVISION OF SECTION 630
TRAFFIC CONTROL DEVICES
Project Specifications - Page 26 of 30
payment is made under the contract unit price for Traffic Control Supervisor per day. When the TCS is being
paid under the TCS per hour item, time spent on site may be modified by the City Representative, as needed,
based on the size and complexity of the project, location of work, duration of the project, traffic factors,
weather, and roadway characteristics.
The TCS shall be equipped with a cellular phone. The cost of this phone shall be incidental to the day or hour
pay unit for TCS.
It is the intent of the specifications that the Head TCS be the same throughout the project. If the Head TCS is to
be replaced during the project, the Engineer shall be given a minimum of one (1) weeks notice and
qualifications shall be submitted for approval for the replacement.
The Head TCS will be paid for under the TCS item.
The TCS's duties shall include, but not be limited to:
(1) Preparing, revising and submitting Traffic Control Plans as required. (Review fees will not be
measured or paid for separately, but shall be considered incidental to the Work.)
(2) Direct supervision of project flaggers.
(3) Coordinating all traffic control related operations, including those of the Subcontractors 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. Typed hand delivered
notification to all businesses and residents at least 24 hours prior to construction. (The notification of
residents and businesses may be accomplished by a representative of the TCS.)
(5) Maintaining a project traffic control diary which shall become part of 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 traffic control devices.
Notification of residents and businesses shall be the responsibility of the TCS and shall consist of distributing
letters indicating the nature of the work to be completed, any special instructions to the residents (i.e. limits on
lawn watering during concrete pouring, etc.), the dates and times of the work, and the parking and access
restrictions that will apply, as well as thorough information placed on "NO PARKING" signs. Sample letters
will be provided by the Engineer and shall be distributed prior to the commencement of each phase of the work.
Letters shall be submitted with the Traffic Control Plans for approval. Approved letters shall be distributed a
minimum of 24 hours prior to the commencement of work. (Note: The time frame criteria for distributing
letters are the same as for posting "NO PARKING" signs.) The cost for preparing and distributing the
letters shall be included in the cost for TCS.
REVISION OF SECTION 630
TRAFFIC CONTROL DEVICES
Project Specifications - Page 27 of 30
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 costs associated with “on call” service, excluding actual hours worked, shall be included in the
contract unit price for Traffic Control Supervisor.
The TCS's will be paid only for days the Contractor works, and as directed by the Engineer. On weekends and
other days the Contractor is not working, the TCS will not be paid. Time spent maintaining signs on the
weekends, holidays, bad weather days, and other days the Contractor does not work shall be included in
the unit prices for the equipment. Time spent setting up equipment, modifying equipment, maintaining
equipment, and picking up equipment shall be included in the unit prices for the equipment.
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.
METHOD OF MEASUREMENT
Subsection 630.14 shall be revised as follows:
Quantities to be measured for construction traffic control devices shall be the number of units of the various
sizes and descriptions listed below:
Construction Traffic Signs: Size A Signs - 0.01 to 9.00 Square Feet
Size B Signs - 9.01 to 16.00 Square Feet
"NO PARKING" Sign with Stand will be measured and paid for separately and not included in the item for Size
A Signs. "NO PARKING" Sign with Stand shall consist of a metal sign attached to a device (stand) such as a
Vertical Panel or Type I Barricade. The sign material and stand shall be approved by the Engineer. The sign
material and stand will not be measured and paid for separately but shall be included in the Contract Unit Price
for "NO PARKING" Sign with Stand. The cost for "NO PARKING" Sign with Stand shall include
delivery, rental, setup, modification, maintenance, and pickup.
“NO PARKING” signs must remain in place until the street is open to traffic. The “NO PARKING” signs shall
be in effect for one or two days only.
Traffic channelizing devices consisting of vertical panel, cones, or drum channelizing devices will be measured
by the unit. Barricade warning lights shall be measured and paid for separately if approved by the Engineer.
Advance Warning Flashing or Sequencing Arrow Panels will be measured by the unit.
The number of Traffic Control Supervisors shall be approved by the Engineer prior to each days work. The
quantity to be measured for Traffic Control Supervisor will be the number of authorized days performed by the
Traffic Control Supervisor or his approved representative. An authorized day shall be any day, or portion of a
day, authorized by the Engineer, that construction operation would require a Traffic Control Supervisor. "On
Call" and project inspections on all other days will not be measured and paid for separately but shall be included
in the work.
The cost for setting up equipment, modifying equipment, maintaining equipment, and picking up equipment
(not including "NO PARKING" Sign with Stand) during authorized days shall be included in the Contract Unit
Price for Traffic Control Supervisor.
REVISION OF SECTION 630
TRAFFIC CONTROL DEVICES
Project Specifications - Page 28 of 30
If a TCS(s) is used for an authorized day, but not for the entire day, the TCS shall be paid at the Contract Unit
Price for "Traffic Control Supervisor" at the per hour rate.
The quantity to be measured for flagging will be the total number of hours that flagging is actually used as
authorized. Hours of flagging in excess of those authorized shall be at the Contractor's expense. Flagger breaks
shall be included in the Contract Unit Price for Flagging. The method for covering flagger breaks shall be
approved by the Engineer.
Flagging outside of the construction work hours will not be paid for under the terms of this contract unless
authorized in writing by the Engineer.
Flagger stand-by time will not be paid for under the terms of this contract.
In locations where traffic control is set up and the work is not performed due to Contractor caused delays, the
traffic control shall not be paid for under the terms of this contract. The costs for advance warning "NO
PARKING" signs for periods in excess of 24 hours prior to the advancement of work, including those instances
when said signs have been changed or otherwise updated to reflect current schedules, will not be paid for under
the terms of this contract unless authorized by the Engineer in writing. In addition, the Owner shall deduct from
compensation due the Contractor $10.00 for each traffic control device per day for said conditions, including
"NO PARKING" signs and any signs which are not removed from the site immediately upon completion of the
work.
BASIS OF PAYMENT
Subsection 630.15 shall be revised as follows:
The cost for Traffic Control Devices, not including "NO PARKING" Sign with Stand, shall include delivery,
rental, and pickup. The cost for setting up equipment, modifying equipment, and maintaining equipment will be
paid for under the Contract Unit Price for TCS as described above.
The cost for "NO PARKING" Sign with Stand shall include delivery, rental, setup, modification, maintenance,
and pickup.
Payment shall be full compensation for furnishing, erecting, maintaining, moving, removing and disposing of
construction traffic control devices necessary to complete the work. All construction traffic control devices
which are not permanently incorporated into the project will remain the property of the Contractor.
The initial manufacturing will be paid for Specialty Signs per unit and the actual use paid for under the
appropriate unit cost for Size A or Size B sign. This item shall apply to new signs only. Once manufactured,
they may be used throughout the project. Upon completion of the work, the Specialty Signs shall be returned to
the Contractor.
The accepted quantities will be paid for at the contract unit price for each of the pay items listed below:
Pay Item Unit
630.01 "NO PARKING" Sign with Stand Per Day Per Each
630.02 Vertical Panel without Light Per Day Per Each
630.03 Channelizing Drum without Light Per Day Per Each
REVISION OF SECTION 630
TRAFFIC CONTROL DEVICES
Project Specifications - Page 29 of 30
630.04 Type I/II Barricade without Light Per Day Per Each
630.05 Type III Barricade without Light Per Day Per Each
630.06 Size A Sign with Stand Per Day Per Each
630.07 Size B Sign with Stand Per Day Per Each
630.08 Size A Specialty Sign - Cost of
Manufacturing Each
630.09 Size B Specialty Sign - Cost of
Manufacturing Each
630.10 Cone with Reflective Strip Per Day Per Each
630.11 Safety Fence Per Day Per Roll
630.12 Light Per Day Per Each
630.13 Advance Warning Flashing or
Sequencing Arrow Panel Per Unit Per Day
630.14 Variable Message Board Per Day Per Each
630.15 Traffic Control Supervisor Per Day
630.16 Traffic Control Supervisor Per Hour
630.17 Flagging Per Each Per Hour
Flagger hand signs 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 will not be paid for separately but
will be considered subsidiary to the item.
Sand bags 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, payment will be made for the typical panel size.
The City shall not be responsible for any losses or damage due to theft or vandalism.
REVISION OF SECTION 630
TRAFFIC CONTROL DEVICES
Project Specifications - Page 30 of 30
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 OF THE
ENGINEER. 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.
SPECIAL CONDITIONS FOR WORK ON RESIDENTIAL STREETS
NOTE: FULL CLOSURES ON ALL RESIDENTIAL STREETS SHALL BE ALLOWED AS SHOWN ON THE
TRAFFIC CONTROL PLANS.
SECTION 02500
QUANTITY ESTIMATE
This work shall consist of removal and/or installation of concrete curbs, gutters, sidewalks, crosspans, aprons, drive
approaches and pedestrian access ramps, and placement of temporary asphalt patching adjacent to new concrete, on
designated streets in the City of Fort Collins. Specific locations are described herein; however, additional quantities are
included in the Bid Schedule for locations not yet identified at the time of the bid.
All quantities stipulated in the Bid Schedule at unit prices are approximate and are to be used only as a basis for
estimating the probable cost of the Work and for the purpose of comparing the bids submitted to the Work. The basis of
payment shall be the actual amount of materials furnished and Work done.
Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference
between the amount of Work actually performed and materials actually furnished and the estimated amount therefor.
SECTION 02500
QUANTITY ESTIMATE
202.01 203.01 304.07 403.50 604.02 604.03 604.05 604.08 608.01
LF CY TON TON EA LF EA EA SF
EASTDALE DR STOVER ST STOVER ST 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
BOARDWALK DR S. COLLEGE AV LANDINGS DR 0.00 0.00 12.00 2.00 0.00 0.00 0.00 0.00 0.00
LANDINGS DR BOARDWALK DR HORSETOOTH RD 0.00 0.00 88.00 13.00 0.00 0.00 0.00 0.00 0.00
STARBOARD CT LANDINGS DR CDS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 100.00 15.00 0.00 0.00 0.00 0.00 0.00
MULBERY ST S. COLLEGE AV RIVERSIDE AV 0.00 154.07 370.00 40.00 1.00 0.00 5.00 0.00 198.00
0.00 154.07 370.00 40.00 1.00 0.00 5.00 0.00 198.00
HARMONY RD. CHOKECHERRY TRL. TAFT HILL RD. 0.00 0.00 39.00 7.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 39.00 7.00 0.00 0.00 0.00 0.00 0.00
REMINGTON ST E. OLIVE ST LOCUST ST 0.00 0.00 202.00 21.00 0.00 0.00 0.00 5.00 0.00
0.00 0.00 202.00 21.00 0.00 0.00 0.00 5.00 0.00
EASTWOOD DR DRAKE RD KIRKWOOD DR 0.00 0.00 97.00 18.00 3.00 5.00 4.00 0.00 0.00
KIRKWOOD DR CREEKWOOD DR EASTWOOD DR 0.00 0.00 8.00 2.00 0.00 0.00 0.00 0.00 0.00
CREEKWOOD DR TRAILWOOD DR E. STUART DR 0.00 0.00 55.00 10.00 1.00 0.00 0.00 0.00 0.00
CREEKWOOD DR CDS CREEKWOOD DR END 0.00 0.00 3.00 1.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 163.00 31.00 4.00 5.00 4.00 0.00 0.00
ANTELOPE RD END CARIBOU DR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
ARCTIC FOX DR E. HORSETOOTH RD CARIBOU DR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
BIGHORN RD S. TIMBERLINE RD ARCTIC FOX DR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
BOBCAT PL ANTELOPE RD END 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
COYOTE PL ARTIC FOX DR END 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
DALL PL ARTIC FOX DR END 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
JAGUAR PL ANTELOPE RD END 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
KODIAK RD WAPITI RD CARIBOU DR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
MULEY ST ANTELOPE RD WAPITI RD 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
PUMA PL ARTIC FOX DR END 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
RED WOLF PL END ANTELOPE RD 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
SLIVER TIP PL ANTELOPE RD END 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
WAPITI RD ARTIC FOX DR CARIBOU DR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
WHITETAIL PL ARTIC FOX DR END 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
DEINES CT SMITH PL CDS 0.00 0.00 2.71 1.01 0.00 0.00 0.00 0.00 0.00
MATHEWS ST E. PROSPECT RD PARKER ST 0.00 0.00 8.80 3.19 0.00 0.00 0.00 0.00 0.00
PARKER ST S. COLLEGE AV STOVER ST 0.00 0.00 14.70 19.05 0.00 0.00 1.00 0.00 0.00
PERSON CT PARKER ST N. END 0.00 0.00 2.13 0.79 0.00 0.00 0.00 0.00 0.00
PETERSON PL E. PROSPECT RD PARKER ST 0.00 0.00 1.39 0.53 0.00 0.00 0.00 0.00 0.00
SMITH PL E. PROSPECT RD PARKER ST 0.00 0.00 10.78 4.51 0.00 0.00 0.00 0.00 0.00
WHEDBEE ST E. PROSPECT RD PARKER ST 0.00 0.00 1.47 0.56 0.00 0.00 0.00 0.00 0.00
0.00 0.00 41.98 29.64 0.00 0.00 1.00 0.00 0.00
Sawcut 4" Aggregate
Base
Temp.
Patching
General
Excavation
Recon
Modified Type
13 Curb Inlet
Deck
Remove
Concrete
Recon Inlet
Deck - Catch
Basin
Recon. Type R
SECTION 02500
QUANTITY ESTIMATE
EASTDALE DR STOVER ST STOVER ST
BOARDWALK DR S. COLLEGE AV LANDINGS DR
LANDINGS DR BOARDWALK DR HORSETOOTH RD
STARBOARD CT LANDINGS DR CDS
MULBERY ST S. COLLEGE AV RIVERSIDE AV
HARMONY RD. CHOKECHERRY TRL. TAFT HILL RD.
REMINGTON ST E. OLIVE ST LOCUST ST
EASTWOOD DR DRAKE RD KIRKWOOD DR
KIRKWOOD DR CREEKWOOD DR EASTWOOD DR
CREEKWOOD DR TRAILWOOD DR E. STUART DR
CREEKWOOD DR CDS CREEKWOOD DR END
ANTELOPE RD END CARIBOU DR
ARCTIC FOX DR E. HORSETOOTH RD CARIBOU DR
BIGHORN RD S. TIMBERLINE RD ARCTIC FOX DR
BOBCAT PL ANTELOPE RD END
COYOTE PL ARTIC FOX DR END
DALL PL ARTIC FOX DR END
JAGUAR PL ANTELOPE RD END
KODIAK RD WAPITI RD CARIBOU DR
MULEY ST ANTELOPE RD WAPITI RD
PUMA PL ARTIC FOX DR END
RED WOLF PL END ANTELOPE RD
SLIVER TIP PL ANTELOPE RD END
WAPITI RD ARTIC FOX DR CARIBOU DR
WHITETAIL PL ARTIC FOX DR END
DEINES CT SMITH PL CDS
MATHEWS ST E. PROSPECT RD PARKER ST
PARKER ST S. COLLEGE AV STOVER ST
PERSON CT PARKER ST N. END
PETERSON PL E. PROSPECT RD PARKER ST
SMITH PL E. PROSPECT RD PARKER ST
WHEDBEE ST E. PROSPECT RD PARKER ST
FROM TO
W. HARMONY RD.
E. MULBERRY STREET
STREET
PARKER AREA
FOX MEADOWS
PARKWOOD EAST
REMINGTON STREET
EASTDALE DRIVE
AREA SUB TOTAL
AREA SUB TOTAL
AREA SUB TOTAL
AREA SUB TOTAL
AREA SUB TOTAL
AREA SUB TOTAL
AREA SUB TOTAL
AREA SUB TOTAL
LANDINGS AREA
608.02 608.03 608.04 608.05 608.06 608.07 608.08 608.09 608.10 608.11
EA SF SF LF LF LF LF LF LF LF
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 109.00 0.00 0.00 0.00
0.00 252.00 0.00 0.00 0.00 120.00 774.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 252.00 0.00 0.00 0.00 120.00 883.00 0.00 0.00 0.00
SECTION 02500
QUANTITY ESTIMATE
EASTDALE DR STOVER ST STOVER ST
BOARDWALK DR S. COLLEGE AV LANDINGS DR
LANDINGS DR BOARDWALK DR HORSETOOTH RD
STARBOARD CT LANDINGS DR CDS
MULBERY ST S. COLLEGE AV RIVERSIDE AV
HARMONY RD. CHOKECHERRY TRL. TAFT HILL RD.
REMINGTON ST E. OLIVE ST LOCUST ST
EASTWOOD DR DRAKE RD KIRKWOOD DR
KIRKWOOD DR CREEKWOOD DR EASTWOOD DR
CREEKWOOD DR TRAILWOOD DR E. STUART DR
CREEKWOOD DR CDS CREEKWOOD DR END
ANTELOPE RD END CARIBOU DR
ARCTIC FOX DR E. HORSETOOTH RD CARIBOU DR
BIGHORN RD S. TIMBERLINE RD ARCTIC FOX DR
BOBCAT PL ANTELOPE RD END
COYOTE PL ARTIC FOX DR END
DALL PL ARTIC FOX DR END
JAGUAR PL ANTELOPE RD END
KODIAK RD WAPITI RD CARIBOU DR
MULEY ST ANTELOPE RD WAPITI RD
PUMA PL ARTIC FOX DR END
RED WOLF PL END ANTELOPE RD
SLIVER TIP PL ANTELOPE RD END
WAPITI RD ARTIC FOX DR CARIBOU DR
WHITETAIL PL ARTIC FOX DR END
DEINES CT SMITH PL CDS
MATHEWS ST E. PROSPECT RD PARKER ST
PARKER ST S. COLLEGE AV STOVER ST
PERSON CT PARKER ST N. END
PETERSON PL E. PROSPECT RD PARKER ST
SMITH PL E. PROSPECT RD PARKER ST
WHEDBEE ST E. PROSPECT RD PARKER ST
FROM TO
W. HARMONY RD.
E. MULBERRY STREET
STREET
PARKER AREA
FOX MEADOWS
PARKWOOD EAST
REMINGTON STREET
EASTDALE DRIVE
AREA SUB TOTAL
AREA SUB TOTAL
AREA SUB TOTAL
AREA SUB TOTAL
AREA SUB TOTAL
AREA SUB TOTAL
AREA SUB TOTAL
AREA SUB TOTAL
LANDINGS AREA
608.12 608.13 608.14 608.15 608.16 608.17 608.18 608.19 608.22 608.23
LF LF SF SF SF SF SF SF SF SF
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 132.00 0.00 12.00 36.00 154.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 12.00 442.00 1145.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 132.00 0.00 24.00 478.00 1299.00 0.00 0.00 0.00
SECTION 02500
QUANTITY ESTIMATE
EASTDALE DR STOVER ST STOVER ST
BOARDWALK DR S. COLLEGE AV LANDINGS DR
LANDINGS DR BOARDWALK DR HORSETOOTH RD
STARBOARD CT LANDINGS DR CDS
MULBERY ST S. COLLEGE AV RIVERSIDE AV
HARMONY RD. CHOKECHERRY TRL. TAFT HILL RD.
REMINGTON ST E. OLIVE ST LOCUST ST
EASTWOOD DR DRAKE RD KIRKWOOD DR
KIRKWOOD DR CREEKWOOD DR EASTWOOD DR
CREEKWOOD DR TRAILWOOD DR E. STUART DR
CREEKWOOD DR CDS CREEKWOOD DR END
ANTELOPE RD END CARIBOU DR
ARCTIC FOX DR E. HORSETOOTH RD CARIBOU DR
BIGHORN RD S. TIMBERLINE RD ARCTIC FOX DR
BOBCAT PL ANTELOPE RD END
COYOTE PL ARTIC FOX DR END
DALL PL ARTIC FOX DR END
JAGUAR PL ANTELOPE RD END
KODIAK RD WAPITI RD CARIBOU DR
MULEY ST ANTELOPE RD WAPITI RD
PUMA PL ARTIC FOX DR END
RED WOLF PL END ANTELOPE RD
SLIVER TIP PL ANTELOPE RD END
WAPITI RD ARTIC FOX DR CARIBOU DR
WHITETAIL PL ARTIC FOX DR END
DEINES CT SMITH PL CDS
MATHEWS ST E. PROSPECT RD PARKER ST
PARKER ST S. COLLEGE AV STOVER ST
PERSON CT PARKER ST N. END
PETERSON PL E. PROSPECT RD PARKER ST
SMITH PL E. PROSPECT RD PARKER ST
WHEDBEE ST E. PROSPECT RD PARKER ST
FROM TO
W. HARMONY RD.
E. MULBERRY STREET
STREET
PARKER AREA
FOX MEADOWS
PARKWOOD EAST
REMINGTON STREET
EASTDALE DRIVE
AREA SUB TOTAL
AREA SUB TOTAL
AREA SUB TOTAL
AREA SUB TOTAL
AREA SUB TOTAL
AREA SUB TOTAL
AREA SUB TOTAL
AREA SUB TOTAL
LANDINGS AREA
608.24
LF
0.00
0.00
10.00
10.00
0.00
20.00
SECTION 02500
QUANTITY ESTIMATE
202.01 203.01 304.07 403.50 604.02 604.03 604.05 604.08 608.01
LF CY TON TON EA LF EA EA SF
Sawcut 4" Aggregate
Base
Temp.
Patching
General
Excavation
Recon
Modified Type
13 Curb Inlet
Deck
Remove
Concrete
Recon Inlet
Deck - Catch
Basin
Recon. Type R
Curb Inlet
Deck - Add. 1'
Opening
STREET FROM TO
Recon Type R
Inlet Deck 4'
Opening
AZALEA CT AZALEA DR CDS 0.00 0.00 4.25 1.85 0.00 0.00 0.00 0.00 0.00
AZALEA DR W. PROSPECT RD S. OVERLAND TRAIL 0.00 0.00 23.83 11.72 0.00 0.00 0.00 0.00 0.00
HOLLY ST LARCH ST HOLLY WAY 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
LARCH ST W. PROSPECT RD SUMAC ST 0.00 0.00 17.45 7.43 0.00 0.00 0.00 0.00 0.00
PALM DR W. PROSPECT RD S. OVERLAND TRAIL 0.00 0.00 9.31 3.68 0.00 0.00 0.00 0.00 0.00
RAMS LN PECAN ST REAL CT 0.00 0.00 11.15 6.00 0.00 0.00 0.00 0.00 0.00
REAL CT PECAN ST S. OVERLAND TRAIL 0.00 0.00 4.25 1.56 0.00 0.00 0.00 0.00 0.00
SUMAC ST LARCH ST S. OVERLAND TRAIL 0.00 0.00 14.81 5.37 0.00 0.00 0.00 0.00 0.00
PECAN ST PALM DR S. OVERLAND TRAIL 7.00 0.00 24.42 10.46 0.00 0.00 0.00 0.00 0.00
7.00 0.00 109.49 48.07 0.00 0.00 0.00 0.00 0.00
BLUE MESA AV COLONY DR WORTHINGTON AV 0.00 0.00 3.52 1.28 0.00 0.00 0.00 0.00 0.00
CHAPARRAL DR POWDERHORN DR ROCKY MOUNTAIN WY 0.00 0.00 7.92 4.47 0.00 0.00 0.00 0.00 0.00
CIMARRON CT ROCKY MOUNTAIN WY CDS 0.00 0.00 2.57 1.65 0.00 0.00 0.00 0.00 0.00
FAIRPLAY CT GUNNISON DR CDS 0.00 0.00 3.30 1.22 0.00 0.00 0.00 0.00 0.00
GUNNISON DR WORTHINGTON AV CDS 0.00 0.00 18.19 6.68 0.00 0.00 0.00 0.00 0.00
LONGHORN CT BLUE MESA AV CDS 0.00 0.00 0.66 0.26 0.00 0.00 0.00 0.00 0.00
PLACER ST W. SWALLOW RD WORTHINGTON AV 0.00 0.00 7.04 2.57 0.00 0.00 0.00 0.00 0.00
POWDERHORN DR WORTHINGTON AV WAGONWHEEL DR 0.00 0.00 6.89 2.50 0.00 0.00 0.00 0.00 0.00
ROCKY MOUNTAIN WY WORTHINGTON AV S. SHIELDS ST 0.00 0.00 3.01 1.11 0.00 0.00 0.00 0.00 0.00
SILVERTHORN DR GUNNISON DR CDS 0.00 0.00 1.03 0.83 0.00 0.00 0.00 0.00 0.00
TUMBLEWEED LN ROCKY MOUNTAIN WY CDS 0.00 0.00 2.27 1.54 0.00 0.00 0.00 0.00 0.00
WAGONWHEEL DR ROCKY MOUNTAIN WY CDS 0.00 0.00 40.55 14.78 0.00 0.00 0.00 0.00 0.00
WINCHESTER DR WAGONWHEEL DR CDS 0.00 0.00 13.20 4.77 0.00 0.00 0.00 0.00 0.00
WORTHINGTON AV W. DRAKE RD CDS 0.00 0.00 24.27 8.51 0.00 0.00 0.00 0.00 0.00
YELLOW PINE CT GUNNISON DR CDS 0.00 0.00 4.03 1.73 0.00 0.00 0.00 0.00 0.00
0.00 0.00 138.45 53.90 0.00 0.00 0.00 0.00 0.00
TOTAL 7.00 154.07 1163.92 245.61 5.00 5.00 10.00 5.00 198.00
AREA SUB TOTAL
AREA SUB TOTAL
WOOD WEST
STADIUM HEIGHTS
Page 5 of 8
SECTION 02500
QUANTITY ESTIMATE
STREET FROM TO
AZALEA CT AZALEA DR CDS
AZALEA DR W. PROSPECT RD S. OVERLAND TRAIL
HOLLY ST LARCH ST HOLLY WAY
LARCH ST W. PROSPECT RD SUMAC ST
PALM DR W. PROSPECT RD S. OVERLAND TRAIL
RAMS LN PECAN ST REAL CT
REAL CT PECAN ST S. OVERLAND TRAIL
SUMAC ST LARCH ST S. OVERLAND TRAIL
PECAN ST PALM DR S. OVERLAND TRAIL
BLUE MESA AV COLONY DR WORTHINGTON AV
CHAPARRAL DR POWDERHORN DR ROCKY MOUNTAIN WY
CIMARRON CT ROCKY MOUNTAIN WY CDS
FAIRPLAY CT GUNNISON DR CDS
GUNNISON DR WORTHINGTON AV CDS
LONGHORN CT BLUE MESA AV CDS
PLACER ST W. SWALLOW RD WORTHINGTON AV
POWDERHORN DR WORTHINGTON AV WAGONWHEEL DR
ROCKY MOUNTAIN WY WORTHINGTON AV S. SHIELDS ST
SILVERTHORN DR GUNNISON DR CDS
TUMBLEWEED LN ROCKY MOUNTAIN WY CDS
WAGONWHEEL DR ROCKY MOUNTAIN WY CDS
WINCHESTER DR WAGONWHEEL DR CDS
WORTHINGTON AV W. DRAKE RD CDS
YELLOW PINE CT GUNNISON DR CDS
TOTAL
AREA SUB TOTAL
AREA SUB TOTAL
WOOD WEST
STADIUM HEIGHTS
608.02 608.03 608.04 608.05 608.06 608.07 608.08 608.09 608.10 608.11
EA SF SF LF LF LF LF LF LF LF
Hollywood
w/ 6" Walk
R&R
Barrier
Curb 12"
R&R
VC Outfall
Median
Curb R&R
VC w/ 6"
Walk R&R
VC NSW
R&R
DO w/ 6"
Walk R&R
DO NSW
R&R
Crosspan
Remove &
Replace
Remove
Fillets
Apron
Remove &
Replace
0.00 25.97 52.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00
SECTION 02500
QUANTITY ESTIMATE
STREET FROM TO
AZALEA CT AZALEA DR CDS
AZALEA DR W. PROSPECT RD S. OVERLAND TRAIL
HOLLY ST LARCH ST HOLLY WAY
LARCH ST W. PROSPECT RD SUMAC ST
PALM DR W. PROSPECT RD S. OVERLAND TRAIL
RAMS LN PECAN ST REAL CT
REAL CT PECAN ST S. OVERLAND TRAIL
SUMAC ST LARCH ST S. OVERLAND TRAIL
PECAN ST PALM DR S. OVERLAND TRAIL
BLUE MESA AV COLONY DR WORTHINGTON AV
CHAPARRAL DR POWDERHORN DR ROCKY MOUNTAIN WY
CIMARRON CT ROCKY MOUNTAIN WY CDS
FAIRPLAY CT GUNNISON DR CDS
GUNNISON DR WORTHINGTON AV CDS
LONGHORN CT BLUE MESA AV CDS
PLACER ST W. SWALLOW RD WORTHINGTON AV
POWDERHORN DR WORTHINGTON AV WAGONWHEEL DR
ROCKY MOUNTAIN WY WORTHINGTON AV S. SHIELDS ST
SILVERTHORN DR GUNNISON DR CDS
TUMBLEWEED LN ROCKY MOUNTAIN WY CDS
WAGONWHEEL DR ROCKY MOUNTAIN WY CDS
WINCHESTER DR WAGONWHEEL DR CDS
WORTHINGTON AV W. DRAKE RD CDS
YELLOW PINE CT GUNNISON DR CDS
TOTAL
AREA SUB TOTAL
AREA SUB TOTAL
WOOD WEST
STADIUM HEIGHTS
608.12 608.13 608.14 608.15 608.16 608.17 608.18 608.19 608.22 608.23
LF LF SF SF SF SF SF SF SF SF
6"
Flatwork
R&R
Pedestrian
Access
Ramp
Highback
R&R
Concrete
Pavement
8" R&R
Replace
Flatwork
1" Add.
Depth
Alley
Approach 8"
R&R
4"
Flatwork
R&R
Truncated
Dome
Panels
(2' x 2')
Highback
SECTION 02500
QUANTITY ESTIMATE
STREET FROM TO
AZALEA CT AZALEA DR CDS
AZALEA DR W. PROSPECT RD S. OVERLAND TRAIL
HOLLY ST LARCH ST HOLLY WAY
LARCH ST W. PROSPECT RD SUMAC ST
PALM DR W. PROSPECT RD S. OVERLAND TRAIL
RAMS LN PECAN ST REAL CT
REAL CT PECAN ST S. OVERLAND TRAIL
SUMAC ST LARCH ST S. OVERLAND TRAIL
PECAN ST PALM DR S. OVERLAND TRAIL
BLUE MESA AV COLONY DR WORTHINGTON AV
CHAPARRAL DR POWDERHORN DR ROCKY MOUNTAIN WY
CIMARRON CT ROCKY MOUNTAIN WY CDS
FAIRPLAY CT GUNNISON DR CDS
GUNNISON DR WORTHINGTON AV CDS
LONGHORN CT BLUE MESA AV CDS
PLACER ST W. SWALLOW RD WORTHINGTON AV
POWDERHORN DR WORTHINGTON AV WAGONWHEEL DR
ROCKY MOUNTAIN WY WORTHINGTON AV S. SHIELDS ST
SILVERTHORN DR GUNNISON DR CDS
TUMBLEWEED LN ROCKY MOUNTAIN WY CDS
WAGONWHEEL DR ROCKY MOUNTAIN WY CDS
WINCHESTER DR WAGONWHEEL DR CDS
WORTHINGTON AV W. DRAKE RD CDS
YELLOW PINE CT GUNNISON DR CDS
TOTAL
AREA SUB TOTAL
AREA SUB TOTAL
WOOD WEST
STADIUM HEIGHTS
608.24
LF
Expansion
& Caulking
9.00
9.00
0.00
0.00
0.00
0.00
0.00
13.00
9.00
40.00
13.00
0.00
18.00
0.00
21.50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
31.00
SECTION 03000
DETAILS
INDEX
Curb and Gutter 701
Curb, Gutter, and Sidewalk D-6
Median (Island) Curbs 703
Standard Driveway Approach (I & II) 706
Standard Driveway Approach (III & IV) 707
Street Intersection Crosspan 708
Drainage Under Sidewalk 709
Curb Inlet 4’ Opening – Vertical Curb & Gutter D-7a, 7b
Curb Inlet 4’ Opening – Driveover Curb & Gutter D-8a, 8b
Concrete Sidewalk Culvert D-12, 13
Area Inlet D-9a
Modified Type 13 Inlet
Catch Basin
Alley Intersections 803
Standard Manhole Cover 1201
Standard Sidewalk 1601
Sidewalk Detail 1602
Access Ramp Details 1603
Detached Walk/Intersection Detail 1604
Detached Walk/Intersection Detail 1605
Pedestrian Ramp Detail 1606
Residential Local Street Access Ramps 1606(a)
Truncated Dome Warning for Access Ramps 1607
Median Islands and Pedestrian Refuge Area 1608
Sidewalk Widening Details 2501
Concrete Pavement Joints M-412-1
SECTION 03500
PROJECT MAPS
Mulberry/Remington/Eastdale Areas
Parker Area
Stadium Heights
Parkwood East
Wood West
Landings & Boardwalk
Fox Meadows
West Harmony Road
SMITH ST
WHEDBEE ST
MATHEWS ST
PETERSON ST
STOVER ST
REMINGTON ST
S COLLEGE AVE
E LAUREL ST
LOCUST ST
E MYRTLE ST
E PLUM ST
E ELIZABETH ST
E MULBERRY ST
E OLIVE ST
E OAK ST
RIVERSIDE AVE
EDWARDS ST
E MAGNOLIA ST
GARFIELD ST
COWAN ST
COLORADO ST
ENDICOTT ST
ELLIS ST
LILAC LN
NEWSOM ST
WILLIAMS ST
EASTDALE DR
LOCUST CT
KENROY CT
Emigh Lateral
Cache La Poudre River
Cache La Poudre River
´
City of Fort Collins 2007 Street Maintenance Project
Mulberry/Remington/Eastdale - Rehab
ú
ú
PARKER ST
E STUART ST
E PROSPECT RD
WHEDBEE ST
REMINGTON ST
S COLLEGE AVE
STOVER ST
MATHEWS ST
PETERSON ST
ALPERT AVE
SMITH PL
PETERSON PL
CIRCLE DR
BUSCH CT
PERSON CT
DEINES CT
MORNINGSIDE DR
SMITH ST
INDIAN MEADOWS LN
BRISTOL CT
MATHEWS ST
STOVER ST
PETERSON ST
Spring Creek
Pitkin Lateral
´
City of Fort Collins 2007 Street Maintenance Project
Parker Area - Slurry Seal
PECAN ST
S OVERLAND TRL
LARCH ST
AZALEA DR
SUMAC ST
W PROSPECT RD
PALM DR
HOLLY WAY
RAMS LN
SOMERVILLE DR
HOLLY ST
REAL CT
ROSS CT
ZIRKELS CT
ROSS DR
LANGSHIRE DR
AZALEA CT
´
City of Fort Collins 2007 Street Maintenance Project
Stadium Heights - Slurry
ú
E DRAKE RD
BROOKWOOD DR
KIRKWOOD DR
EASTWOOD DR
ROLLINGWOOD DR
E STUART ST
TEAKWOOD DR
TANGLEWOOD DR
PARKWOOD DR
STONEHENGE DR
BARNWOOD DR
CREEKWOOD DR
SAGEWOOD DR
ROLLINGWOOD LN
TRAILWOOD DR
PARKLAKE DR
ABILENE CT
ADOBE DR
SHADOW CT
SILVER CREEK DR
ROLF CT
LAKESHORE DR
RIVERSIDE AVE
YUCCA CT
DOGWOOD CT
SHADOW MOUNTAIN DR
EASTWOOD CT
BEAR CT
DORADO CT
TEAKWOOD CT
KENWOOD CT
OSPREY CT
CREEKWOOD DR
Sherwood Lateral
´
City of Fort Collins 2007 Street Maintenance Project
Parkwood East - Rehab
S SHIELDS ST
W DRAKE RD
MEADOWLARK AVE
W SWALLOW RD
WORTHINGTON AVE
WAGONWHEEL DR
COLONY DR
ROCKY MOUNTAIN WAY
GUNNISON DR
MORSMAN DR
BLUE MESA AVE
POWDERHORN DR
RUSTIC CT
WINCHESTER DR
DAVIDSON DR
ZUNI CIR
PLACER ST
APPALOOSA CT
SILVERTHORNE DR
CONESTOGA CT
KILLDEER DR
CUMBERLAND CT
PLACER CT
CHAPARRAL DR
EAGLE DR
BOZEMAN CT
AVOCET RD
ROCKY MOUNTAIN CT
CIMARRON CT
FAIRPLAY CT
HOMESTEAD CT
COLT CT
CAVALRY CT
EAGLE ´ DR
City of Fort Collins 2007 Street Maintenance Project
Wood West - Slurry
ú
ú
ú
ú
S COLLEGE AVE
LANDINGS DR
JOHN F KENNEDY PKWY
BOARDWALK DR
E HORSETOOTH RD
MITCHELL DR
MARINER LN
SKYSAIL LN
BOCKMAN DR
SPINNAKER LN
LEEWARD CT
BOWLINE CT
HIGH POINTE DR
STANFORD RD
CORMORANT CT
STARBOARD CT
Larimer County Canal No. 2
´
City of Fort Collins 2007 Street Maintenance Project
Landings Area - Stabilize & Reconstruct
CARIBOU DR
S TIMBERLINE RD
WAPITI RD
ANTELOPE RD
E HORSETOOTH RD
KODIAK RD
ARCTIC FOX DR
BIGHORN RD
STONEGATE DR
RED MOUNTAIN DR
BISON RD
SUNBURST DR
STONEY CREEK DR
SUNSTONE DR
FIELDSTONE DR
PIKE CIR N
CUCHARAS CT
MULEY ST
CAPSTONE CT
COCHETOPA CT
STONEWAY CT
SILVERTIP PL
KENOSHA CT
SUNRAY CT
BOBCAT PL
WHITETAIL PL
JAGUAR PL
COYOTE PL
DALL PL
RED WOLF PL
SUNSTONE DR
´
City of Fort Collins 2007 Street Maintenance Project
Fox Meadows - Rehab
ú
ú
ú
SENECA ST
S TAFT HILL RD
W HARMONY RD
REGENCY DR
LYNDA LN
SILVERGATE RD
ROYAL DR
OVERLOOK DR
VISTA DR
GOODELL LN
GREENGATE DR
CAPITOL DR
PRAIRIE RIDGE DR
CRESCENT DR
ROLLING GATE RD
CRAIG DR
MESAVIEW LN
CHIPPENDALE DR
FROMME PRAIRIE WAY
HILBURN DR
LOOKOUT LN
WESTFIELD DR
CEDARGATE DR
DUSTY SAGE DR
CENTER GATE CT
WHIPPENY DR
CHOKECHERRY TRL
WINDCREEK CT
BLUE SAGE DR
HILBURN CT
PRAIRIE VISTA DR
WESTFIELD DR
F
ossil Creek
´
City of Fort Collins 2007 Street Maintenance Project
West Harmony Road - Hot In Place Recycling
Administrative Services
Purchasing Divison
215 North Mason Street 2nd Floor P.O. Box 580 Fort Collins, CO 80522-0580 (970) 221-6775 Fax (970) 221-6707 www.fcgov.com
ADDENDUM No. 1
6046 Concrete Maintenance Project
SPECIFICATIONS AND CONTRACT DOCUMENTS
Description of Bid: 6046 Concrete Maintenance Project
OPENING DATE: 3:00 P.M. (Our Clock) April, 2, 2007
To all prospective bidders under the specifications and contract documents described above,
the following changes are hereby made.
CHANGE:
• "Class C Fly Ash will not be permitted in any mix design" shall be added to Revision
of Section 608 and 609 of the Project Specifcations, page 20 of 30 as shown below:
• “High Early” concrete shall be used for concrete repair locations. “High Early” concrete
shall have a specified compressive strength of 4000 psi and a minimum 48 hour
compressive strength of 3000 psi. The concrete shall have a maximum water/cement
ratio of 0.45. The type of concrete used for a particular location shall be approved by the
Engineer. Class C Fly Ash will not be permitted in any mix design. See also
Section 2.05, ‘Rigid Pavement Design’, and Section 4.2.4., ‘Concrete Streets’, of the City
of Fort Collins Design Criteria and Standards for Streets.
• Several quantities have been increased. Bidders shall use the revised bid tab, attached.
• Also attached is a revised quantity estimate and map of The Overlook at Woodridge
areas.
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
ADDENDUM 1
BID SCHEDULE - REVISED
City of Fort Collins
Bid No. 6046 Concrete Maintenance Project
Unit Price Total
202.01 Sawcutting 4" L.F. 100 $ $
202.02 Sawcutting - Additional Inch Depth LF/ IN. 100 $ $
203.01 General Excavation CY 200 $ $
203.02 Borrow TON 50 $ $
212.01 Sod SF 500 $ $
212.02 Landscape/Irrigation Labor HR 50 $ $
304.01 Aggregate Base Course TON 1800 $ $
403.01 Temporary Patching TON 400 $ $
604.01 Type R Inlet - Remove & Replace (4' Opening) EA 1 $ $
604.02 Type R Inlet - Reconstruct Deck (4' Opening) EA 7 $ $
604.03 Type R Inlet - Reconstruct Deck Additional Foot Opening LF 5 $ $
604.04 Catch Basin Inlet - Remove & Replace EA 1 $ $
604.05 Catch Basin Inlet - Reconstruct Deck EA 10 $ $
604.06 Catch Basin - Reconstruct Deck Additional Foot Opening LF 1 $ $
604.07 Modified Type 13 Curb Inlet - Remove & Replace EA 1 $ $
604.08 Modified Type 13 Curb Inlet - Reconstruct Deck EA 5 $ $
604.09 Modified Type 13 Curb Inlet - Materials Only EA 1 $ $
604.10 Concrete Sidewalk Culvert - Remove & Replace EA 1 $ $
604.11 Metal Sidewalk Culvert 5/8" Plate - Remove & Replace EA 1 $ $
604.12 Additional Square Foot of 5/8" Plate SF 5 $ $
608.01 Remove Concrete SF 250 $ $
608.02 Remove and Haul Fillets EA 12 $ $
608.03 Apron 8" - Remove & Replace SF 6000 $ $
608.04 Crosspan - 8" Remove & Replace SF 6075 $ $
608.05 Driveover Curb, Gutter & 6" Sidewalk - Remove & Replace LF 7600 $ $
608.06 Driveover Curb & Gutter - No Sidewalk - Remove & Replace LF 1325 $ $
608.07 Vertical Curb, Gutter & 6" Sidewalk - Remove & Replace LF 200 $ $
608.08 Vertical Curb & Gutter - No Sidewalk - Remove & Replace LF 3350 $ $
608.09 Vertical Outfall Curb & Gutter - Remove & Replace LF 50 $ $
608.10 Barrier Curb 12" - Remove & Replace LF 25 $ $
608.11 Hollywood Curb, Gutter & 6" Sidewalk - Remove & Replace LF 2000 $ $
608.12 Hollywood Curb & Gutter - No Sidewalk - Remove & Replace LF 175 $ $
608.13 Highback Curb & Gutter - No Sidewalk - Remove & Replace LF 3200 $ $
608.14 Pedestrian Access Ramp - Remove & Replace SF 7250 $ $
608.15 Pedestrian Access Ramp - Highback - Remove & Replace SF 3250 $ $
608.16 Truncated Dome Panel SF 975 $ $
608.17 Flatwork 4" - Remove & Replace SF 500 $ $
608.18 Flatwork 6" - Remove & Replace SF 16000 $ $
Contract
Quantity
Item No.
Contract Cost
Description Unit
Page 1 of 2
ADDENDUM 1
BID SCHEDULE - REVISED
City of Fort Collins
Bid No. 6046 Concrete Maintenance Project
Unit Price Total
Contract
Quantity
Item No.
Contract Cost
Description Unit
608.19 Replace Flatwork - 1" Additional Depth SF 2550 $ $
608.20 Colored Concrete 4" San Diego Buff - Up Charge SF 500 $ $
608.21 4' Valley Pan (6") - Remove & Replace SF 250 $ $
608.22 Concrete Pavement 8" - Remove & Replace SF 1200 $ $
608.23 Alley Approach 8" - Remove & Replace SF 1850 $ $
608.24 Expansion & Caulking LF 1200 $ $
608.25 Splashblock 4" SF 500 $ $
608.26 Exposed Aggregate 4" - Up Charge SF 200 $ $
608.27 Reset Flagstone SF 1500 $ $
623.01 Irrigation Sleeving 3" PVC - Complete In Place LF 86 $ $
630.01 “No Parking” Sign With Stand Per Day Per Each 2200 $ $
630.02 Vertical Panel Without Light Per Day Per Each 4900 $ $
630.03 Channelizing Drum Without Light Per Day Per Each 2500 $ $
630.04 Type I / II Barricade Without Light Per Day Per Each 27500 $ $
630.05 Type III Barricade Without Light Per Day Per Each 900 $ $
630.06 Size A Sign With Stand Per Day Per Each 3500 $ $
630.07 Size B Sign With Stand Per Day Per Each 1350 $ $
630.08 Size A Specialty Sign - Cost of Manufacturing Each 5 $ $
630.09 Size B Specialty Sign - Cost of Manufacturing Each 5 $ $
630.10 Cone With Reflective Strip Per Day Per Each 8500 $ $
630.11 Safety Fence Per Day Per Roll 5 $ $
630.12 Light Per Day Per Each 50 $ $
630.13 Advance Warning Flashing or Sequencing Arrow Panel Per Day Per Each 15 $ $
630.14 Variable Message Board Per Day Per Each 5 $ $
630.15 Traffic Control Supervisor Per Day 100 $ $
630.16 Traffic Control Supervisor Per Hour 400 $ $
630.17 Flagging Per Hour 2650 $ $
TOTAL COST
Dollars and Cents.
Signed Address
Company
Phone/Fax
Check One:
Individual Doing Business in Company Name
Corporation
Partnership
$
Page 2 of 2
SECTION 02500
QUANTITY ESTIMATE
202.01 203.01 304.07 403.50 604.02 604.03 604.05 604.08 608.01 608.02 608.03
LF CY TON TON EA LF EA EA SF EA SF
EASTDALE DR STOVER ST STOVER ST 0.00 0.00 63.00 11.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00
0.00 0.00 63.00 11.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00
BOARDWALK DR S. COLLEGE AV LANDINGS DR 0.00 0.00 12.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
LANDINGS DR BOARDWALK DR HORSETOOTH RD 0.00 0.00 88.00 13.00 0.00 0.00 0.00 0.00 0.00 0.00 252.00
STARBOARD CT LANDINGS DR CDS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 100.00 15.00 0.00 0.00 0.00 0.00 0.00 0.00 252.00
MULBERY ST S. COLLEGE AV RIVERSIDE AV 20.00 154.07 383.00 43.00 2.00 0.00 5.00 0.00 198.00 0.00 334.00
20.00 154.07 383.00 43.00 2.00 0.00 5.00 0.00 198.00 0.00 334.00
HARMONY RD. CHOKECHERRY TRL. TAFT HILL RD. 0.00 0.00 40.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 392.27
0.00 0.00 40.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 392.27
REMINGTON ST E. OLIVE ST LOCUST ST 0.00 0.00 224.00 25.00 0.00 0.00 0.00 5.00 0.00 0.00 14.00
0.00 0.00 224.00 25.00 0.00 0.00 0.00 5.00 0.00 0.00 14.00
EASTWOOD DR DRAKE RD KIRKWOOD DR 0.00 0.00 97.00 18.00 3.00 5.00 4.00 0.00 0.00 0.00 272.00
EASTWOOD CT EASTWOOD DR CDS 0.00 0.00 31.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
KIRKWOOD DR CREEKWOOD DR EASTWOOD DR 0.00 0.00 8.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 25.00
CREEKWOOD DR TRAILWOOD DR E. STUART DR 0.00 0.00 55.00 10.00 1.00 0.00 0.00 0.00 0.00 0.00 207.00
CREEKWOOD DR CDS CREEKWOOD DR END 0.00 0.00 3.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 194.00 37.00 4.00 5.00 4.00 0.00 0.00 0.00 504.00
ANTELOPE RD END CARIBOU DR 0.00 0.00 53.00 10.00 1.00 0.00 0.00 0.00 0.00 2.00 263.00
ARCTIC FOX DR E. HORSETOOTH RD CARIBOU DR 0.00 0.00 38.00 7.00 0.00 0.00 0.00 0.00 0.00 1.00 325.00
BIGHORN RD S. TIMBERLINE RD ARCTIC FOX DR 0.00 0.00 30.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 373.00
BOBCAT PL ANTELOPE RD END 0.00 0.00 15.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 270.00
COYOTE PL ARTIC FOX DR END 0.00 0.00 22.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 204.00
CARIBOU DR E HORSETOOTH RD 0.00 0.00 7.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 97.00
DALL PL ARTIC FOX DR END 0.00 0.00 12.00 2.00 0.00 0.00 0.00 0.00 0.00 1.00 220.00
JAGUAR PL ANTELOPE RD END 0.00 0.00 11.00 2.00 0.00 0.00 0.00 0.00 0.00 1.00 180.00
KODIAK RD WAPITI RD CARIBOU DR 0.00 0.00 36.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 312.00
MULEY ST ANTELOPE RD WAPITI RD 0.00 0.00 13.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 250.00
PUMA PL ARTIC FOX DR END 0.00 0.00 15.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 165.00
RED WOLF PL END ANTELOPE RD 0.00 0.00 17.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 198.00
SLIVER TIP PL ANTELOPE RD END 0.00 0.00 20.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 201.00
WAPITI RD ARTIC FOX DR CARIBOU DR 7.00 0.00 85.00 15.00 0.00 0.00 0.00 0.00 0.00 0.00 444.00
WHITETAIL PL ARTIC FOX DR END 0.00 0.00 7.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
7.00 0.00 381.00 67.00 1.00 0.00 0.00 0.00 0.00 5.00 3502.00
DEINES CT SMITH PL CDS 0.00 0.00 2.71 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00
MATHEWS ST E. PROSPECT RD PARKER ST 0.00 0.00 8.80 3.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00
PARKER ST S. COLLEGE AV STOVER ST 0.00 0.00 14.70 19.05 0.00 0.00 1.00 0.00 0.00 0.00 0.00
PERSON CT PARKER ST N. END 0.00 0.00 2.13 0.79 0.00 0.00 0.00 0.00 0.00 0.00 0.00
PETERSON PL E. PROSPECT RD PARKER ST 0.00 0.00 1.39 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00
SMITH PL E. PROSPECT RD PARKER ST 0.00 0.00 10.78 4.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00
WHEDBEE ST E. PROSPECT RD PARKER ST 0.00 0.00 1.47 0.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 41.98 29.64 0.00 0.00 1.00 0.00 0.00 0.00 0.00
Aggregate
Base
Temp.
Patching
General
TO Excavation
Recon
Modified Type
13 Curb Inlet
Deck
Remove
Concrete
Remove
Fillets
SECTION 02500
QUANTITY ESTIMATE
EASTDALE DR STOVER ST STOVER ST
BOARDWALK DR S. COLLEGE AV LANDINGS DR
LANDINGS DR BOARDWALK DR HORSETOOTH RD
STARBOARD CT LANDINGS DR CDS
MULBERY ST S. COLLEGE AV RIVERSIDE AV
HARMONY RD. CHOKECHERRY TRL. TAFT HILL RD.
REMINGTON ST E. OLIVE ST LOCUST ST
EASTWOOD DR DRAKE RD KIRKWOOD DR
EASTWOOD CT EASTWOOD DR CDS
KIRKWOOD DR CREEKWOOD DR EASTWOOD DR
CREEKWOOD DR TRAILWOOD DR E. STUART DR
CREEKWOOD DR CDS CREEKWOOD DR END
ANTELOPE RD END CARIBOU DR
ARCTIC FOX DR E. HORSETOOTH RD CARIBOU DR
BIGHORN RD S. TIMBERLINE RD ARCTIC FOX DR
BOBCAT PL ANTELOPE RD END
COYOTE PL ARTIC FOX DR END
CARIBOU DR E HORSETOOTH RD
DALL PL ARTIC FOX DR END
JAGUAR PL ANTELOPE RD END
KODIAK RD WAPITI RD CARIBOU DR
MULEY ST ANTELOPE RD WAPITI RD
PUMA PL ARTIC FOX DR END
RED WOLF PL END ANTELOPE RD
SLIVER TIP PL ANTELOPE RD END
WAPITI RD ARTIC FOX DR CARIBOU DR
WHITETAIL PL ARTIC FOX DR END
DEINES CT SMITH PL CDS
MATHEWS ST E. PROSPECT RD PARKER ST
PARKER ST S. COLLEGE AV STOVER ST
PERSON CT PARKER ST N. END
PETERSON PL E. PROSPECT RD PARKER ST
SMITH PL E. PROSPECT RD PARKER ST
WHEDBEE ST E. PROSPECT RD PARKER ST
TO
E. MULBERRY STREET
STREET
EASTDALE DRIVE
AREA SUB TOTAL
AREA SUB TOTAL
LANDINGS AREA
FROM
AREA SUB TOTAL
AREA SUB TOTAL
PARKER AREA
AREA SUB TOTAL
AREA SUB TOTAL
FOX MEADOWS
PARKWOOD EAST
REMINGTON STREET
AREA SUB TOTAL
AREA SUB TOTAL
W. HARMONY RD.
608.04 608.05 608.06 608.07 608.08 608.09 608.10 608.11 608.12 608.13 608.14 608.15
SF LF LF LF LF LF LF LF LF LF SF SF
342.00 0.00 0.00 0.00 0.00 0.00 0.00 713.00 30.00 0.00 28.00 0.00
342.00 0.00 0.00 0.00 0.00 0.00 0.00 713.00 30.00 0.00 28.00 0.00
0.00 0.00 0.00 0.00 109.00 0.00 0.00 0.00 0.00 0.00 132.00 0.00
SECTION 02500
QUANTITY ESTIMATE
EASTDALE DR STOVER ST STOVER ST
BOARDWALK DR S. COLLEGE AV LANDINGS DR
LANDINGS DR BOARDWALK DR HORSETOOTH RD
STARBOARD CT LANDINGS DR CDS
MULBERY ST S. COLLEGE AV RIVERSIDE AV
HARMONY RD. CHOKECHERRY TRL. TAFT HILL RD.
REMINGTON ST E. OLIVE ST LOCUST ST
EASTWOOD DR DRAKE RD KIRKWOOD DR
EASTWOOD CT EASTWOOD DR CDS
KIRKWOOD DR CREEKWOOD DR EASTWOOD DR
CREEKWOOD DR TRAILWOOD DR E. STUART DR
CREEKWOOD DR CDS CREEKWOOD DR END
ANTELOPE RD END CARIBOU DR
ARCTIC FOX DR E. HORSETOOTH RD CARIBOU DR
BIGHORN RD S. TIMBERLINE RD ARCTIC FOX DR
BOBCAT PL ANTELOPE RD END
COYOTE PL ARTIC FOX DR END
CARIBOU DR E HORSETOOTH RD
DALL PL ARTIC FOX DR END
JAGUAR PL ANTELOPE RD END
KODIAK RD WAPITI RD CARIBOU DR
MULEY ST ANTELOPE RD WAPITI RD
PUMA PL ARTIC FOX DR END
RED WOLF PL END ANTELOPE RD
SLIVER TIP PL ANTELOPE RD END
WAPITI RD ARTIC FOX DR CARIBOU DR
WHITETAIL PL ARTIC FOX DR END
DEINES CT SMITH PL CDS
MATHEWS ST E. PROSPECT RD PARKER ST
PARKER ST S. COLLEGE AV STOVER ST
PERSON CT PARKER ST N. END
PETERSON PL E. PROSPECT RD PARKER ST
SMITH PL E. PROSPECT RD PARKER ST
WHEDBEE ST E. PROSPECT RD PARKER ST
TO
E. MULBERRY STREET
STREET
EASTDALE DRIVE
AREA SUB TOTAL
AREA SUB TOTAL
LANDINGS AREA
FROM
AREA SUB TOTAL
AREA SUB TOTAL
PARKER AREA
AREA SUB TOTAL
AREA SUB TOTAL
FOX MEADOWS
PARKWOOD EAST
REMINGTON STREET
AREA SUB TOTAL
AREA SUB TOTAL
W. HARMONY RD.
608.16 608.17 608.18 608.19 608.22 608.23 608.24
SF SF SF SF SF SF LF
16.00 0.00 148.00 0.00 0.00 168.00 16.00
16.00 0.00 148.00 0.00 0.00 168.00 16.00
12.00 36.00 154.00 0.00 0.00 0.00 10.00
SECTION 02500
QUANTITY ESTIMATE
202.01 203.01 304.07 403.50 604.02 604.03 604.05 604.08 608.01 608.02 608.03
LF CY TON TON EA LF EA EA SF EA SF
Aggregate
Base
Temp.
Patching
General
TO Excavation
Recon
Modified Type
13 Curb Inlet
Deck
Remove
Concrete
Remove
Fillets
Apron
Remove &
Replace
STREET Sawcut 4"
Recon Type R
Inlet Deck 4'
Opening
Recon Inlet
Deck - Catch
Basin
Recon. Type R
Curb Inlet
Deck - Add. 1'
Opening
FROM
AZALEA CT AZALEA DR CDS 0.00 0.00 4.25 1.85 0.00 0.00 0.00 0.00 0.00 0.00 25.97
AZALEA DR W. PROSPECT RD S. OVERLAND TRAIL 0.00 0.00 23.83 11.72 0.00 0.00 0.00 0.00 0.00 0.00 6.00
HOLLY ST LARCH ST HOLLY WAY 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
LARCH ST W. PROSPECT RD SUMAC ST 0.00 0.00 17.45 7.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00
PALM DR W. PROSPECT RD S. OVERLAND TRAIL 0.00 0.00 9.31 3.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00
RAMS LN PECAN ST REAL CT 0.00 0.00 11.15 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
REAL CT PECAN ST S. OVERLAND TRAIL 0.00 0.00 4.25 1.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00
SUMAC ST LARCH ST S. OVERLAND TRAIL 0.00 0.00 14.81 5.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00
PECAN ST PALM DR S. OVERLAND TRAIL 7.00 0.00 24.42 10.46 0.00 0.00 0.00 0.00 0.00 0.00 62.02
7.00 0.00 109.49 48.07 0.00 0.00 0.00 0.00 0.00 0.00 93.99
BLUE MESA AV COLONY DR WORTHINGTON AV 0.00 0.00 3.52 1.28 0.00 0.00 0.00 0.00 0.00 0.00 4.00
CHAPARRAL DR POWDERHORN DR ROCKY MOUNTAIN WY 0.00 0.00 7.92 4.47 0.00 0.00 0.00 0.00 0.00 0.00 51.73
CIMARRON CT ROCKY MOUNTAIN WY CDS 0.00 0.00 2.57 1.65 0.00 0.00 0.00 0.00 0.00 0.00 96.02
FAIRPLAY CT GUNNISON DR CDS 0.00 0.00 3.30 1.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00
GUNNISON DR WORTHINGTON AV CDS 0.00 0.00 18.19 6.68 0.00 0.00 0.00 0.00 0.00 0.00 5.00
LONGHORN CT BLUE MESA AV CDS 0.00 0.00 0.66 0.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00
PLACER ST W. SWALLOW RD WORTHINGTON AV 0.00 0.00 7.04 2.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00
POWDERHORN DR WORTHINGTON AV WAGONWHEEL DR 0.00 0.00 6.89 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00
ROCKY MOUNTAIN WY WORTHINGTON AV S. SHIELDS ST 0.00 0.00 3.01 1.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00
SILVERTHORN DR GUNNISON DR CDS 0.00 0.00 1.03 0.83 0.00 0.00 0.00 0.00 0.00 1.00 0.00
TUMBLEWEED LN ROCKY MOUNTAIN WY CDS 0.00 0.00 2.27 1.54 0.00 0.00 0.00 0.00 0.00 0.00 78.00
WAGONWHEEL DR ROCKY MOUNTAIN WY CDS 0.00 0.00 40.55 14.78 0.00 0.00 0.00 0.00 0.00 0.00 96.00
WINCHESTER DR WAGONWHEEL DR CDS 0.00 0.00 13.20 4.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00
WORTHINGTON AV W. DRAKE RD CDS 0.00 0.00 24.27 8.51 0.00 0.00 0.00 0.00 0.00 1.00 94.64
YELLOW PINE CT GUNNISON DR CDS 0.00 0.00 4.03 1.73 0.00 0.00 0.00 0.00 0.00 0.00 51.00
0.00 0.00 138.45 53.90 0.00 0.00 0.00 0.00 0.00 2.00 476.39
THE OVERLOOK AT WOODRIDGE
SECTION 02500
QUANTITY ESTIMATE
STREET FROM TO
AZALEA CT AZALEA DR CDS
AZALEA DR W. PROSPECT RD S. OVERLAND TRAIL
HOLLY ST LARCH ST HOLLY WAY
LARCH ST W. PROSPECT RD SUMAC ST
PALM DR W. PROSPECT RD S. OVERLAND TRAIL
RAMS LN PECAN ST REAL CT
REAL CT PECAN ST S. OVERLAND TRAIL
SUMAC ST LARCH ST S. OVERLAND TRAIL
PECAN ST PALM DR S. OVERLAND TRAIL
BLUE MESA AV COLONY DR WORTHINGTON AV
CHAPARRAL DR POWDERHORN DR ROCKY MOUNTAIN WY
CIMARRON CT ROCKY MOUNTAIN WY CDS
FAIRPLAY CT GUNNISON DR CDS
GUNNISON DR WORTHINGTON AV CDS
LONGHORN CT BLUE MESA AV CDS
PLACER ST W. SWALLOW RD WORTHINGTON AV
POWDERHORN DR WORTHINGTON AV WAGONWHEEL DR
ROCKY MOUNTAIN WY WORTHINGTON AV S. SHIELDS ST
SILVERTHORN DR GUNNISON DR CDS
TUMBLEWEED LN ROCKY MOUNTAIN WY CDS
WAGONWHEEL DR ROCKY MOUNTAIN WY CDS
WINCHESTER DR WAGONWHEEL DR CDS
WORTHINGTON AV W. DRAKE RD CDS
YELLOW PINE CT GUNNISON DR CDS
THE OVERLOOK AT WOODRIDGE
BRIXTON RD MESAVIEW LN TAFT HILL RD.
GREENGATE DR W. HARMONY RD END
LOOKOUT LN TRAIL VIEW LN BRIXTON RD
MESAVIEW CT MESAVIEW LN END
MESAVIEW LN BRIXTON RD 1800 BLK OF MESAVIEW LN
TRAILVIEW LN LOOKOUT LN MESAVIEW LN
CLIFFSIDE CT OVERLOOK DR END
CRESTVIEW CT OVERLOOK DR END
GLENVIEW CT VISTA DR END
MEADOWVIEW CT VISTA DR END
OVERLOOK DR W. HARMONY RD WESTPOINT CT
PRAIRIEVIEW CT OVERLOOK DR END
SILVERVIEW CT SILVERGATE RD END
SILVERGATE RD W. HARMONY RD WESTPOINT CT
VIEWPOINT CT OVERLOOK DR END
VISTA DR SILVERGATE RD END
WESTPOINT CT OVERLOOK DR END
TOTAL
AREA SUB TOTAL
AREA SUB TOTAL
AREA SUB TOTAL
WOOD WEST
STADIUM HEIGHTS
608.04 608.05 608.06 608.07 608.08 608.09 608.10 608.11 608.12 608.13 608.14 608.15
SF LF LF LF LF LF LF LF LF LF SF SF
Pedestrian
Access
Ramp
Highback
R&R
Highback
NSW R&R
SECTION 02500
QUANTITY ESTIMATE
STREET FROM TO
AZALEA CT AZALEA DR CDS
AZALEA DR W. PROSPECT RD S. OVERLAND TRAIL
HOLLY ST LARCH ST HOLLY WAY
LARCH ST W. PROSPECT RD SUMAC ST
PALM DR W. PROSPECT RD S. OVERLAND TRAIL
RAMS LN PECAN ST REAL CT
REAL CT PECAN ST S. OVERLAND TRAIL
SUMAC ST LARCH ST S. OVERLAND TRAIL
PECAN ST PALM DR S. OVERLAND TRAIL
BLUE MESA AV COLONY DR WORTHINGTON AV
CHAPARRAL DR POWDERHORN DR ROCKY MOUNTAIN WY
CIMARRON CT ROCKY MOUNTAIN WY CDS
FAIRPLAY CT GUNNISON DR CDS
GUNNISON DR WORTHINGTON AV CDS
LONGHORN CT BLUE MESA AV CDS
PLACER ST W. SWALLOW RD WORTHINGTON AV
POWDERHORN DR WORTHINGTON AV WAGONWHEEL DR
ROCKY MOUNTAIN WY WORTHINGTON AV S. SHIELDS ST
SILVERTHORN DR GUNNISON DR CDS
TUMBLEWEED LN ROCKY MOUNTAIN WY CDS
WAGONWHEEL DR ROCKY MOUNTAIN WY CDS
WINCHESTER DR WAGONWHEEL DR CDS
WORTHINGTON AV W. DRAKE RD CDS
YELLOW PINE CT GUNNISON DR CDS
THE OVERLOOK AT WOODRIDGE
BRIXTON RD MESAVIEW LN TAFT HILL RD.
GREENGATE DR W. HARMONY RD END
LOOKOUT LN TRAIL VIEW LN BRIXTON RD
MESAVIEW CT MESAVIEW LN END
MESAVIEW LN BRIXTON RD 1800 BLK OF MESAVIEW LN
TRAILVIEW LN LOOKOUT LN MESAVIEW LN
CLIFFSIDE CT OVERLOOK DR END
CRESTVIEW CT OVERLOOK DR END
GLENVIEW CT VISTA DR END
MEADOWVIEW CT VISTA DR END
OVERLOOK DR W. HARMONY RD WESTPOINT CT
PRAIRIEVIEW CT OVERLOOK DR END
SILVERVIEW CT SILVERGATE RD END
SILVERGATE RD W. HARMONY RD WESTPOINT CT
VIEWPOINT CT OVERLOOK DR END
VISTA DR SILVERGATE RD END
WESTPOINT CT OVERLOOK DR END
TOTAL
AREA SUB TOTAL
AREA SUB TOTAL
AREA SUB TOTAL
WOOD WEST
STADIUM HEIGHTS
608.16 608.17 608.18 608.19 608.22 608.23 608.24
SF SF SF SF SF SF LF
6"
Flatwork
R&R
4"
Flatwork
R&R
Truncated
ú
W HARMONY RD
S TAFT HILL RD
SILVERGATE RD
SENECA ST
BRIXTON RD
OVERLOOK DR
VISTA DR
GREENGATE DR
ROLLING GATE RD
PICADILLY DR
WHIPPENY DR
MESAVIEW LN
FROMME PRAIRIE WAY
LOOKOUT LN
GROSVENOR CT
W COUNTY ROAD 38E
CEDARGATE DR
CENTER GATE CT
TRAIL VIEW LN
APPLEGAT
E CT
PICADILLY CT
UPHAM CT
MESAVIEW CT
SILVERVIEW CT
PEARLGATE CT
CLIFFSIDE CT
WESTPOINT CT
MEADOWVIEW CT
CRESTVIEW CT
PRAIRIE VIEW CT
BRIARGATE CT
ROSEGATE CT
IRONGATE CT
CEDARGATE CT
WILLOWGATE CT
BLUEGATE CT
City of Fort Collins 2007 Street Maintenance Project
The Overlook at Woodridge
·
SLURRY
2007
REHAB
2007
Dome
Panels
(2' x 2')
Concrete
Pavement
8" R&R
Replace
Flatwork
1" Add.
Depth
Alley
Approach 8"
R&R
Expansion
& Caulking
8.00 0.00 0.00 0.00 0.00 0.00 9.00
0.00 0.00 0.00 0.00 0.00 0.00 9.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 13.00
8.00 0.00 0.00 0.00 0.00 0.00 9.00
16.00 0.00 0.00 0.00 0.00 0.00 40.00
0.00 0.00 0.00 0.00 0.00 0.00 13.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
8.00 0.00 0.00 0.00 0.00 0.00 18.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
8.00 0.00 0.00 0.00 0.00 0.00 21.50
0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 36.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16.00 0.00 0.00 0.00 0.00 0.00 31.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
32.00 0.00 36.00 0.00 0.00 0.00 83.50
0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 7.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 7.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
8.00 0.00 0.00 0.00 0.00 0.00 21.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16.00 0.00 0.00 0.00 0.00 0.00 21.00
0.00 0.00 9.00 0.00 0.00 0.00 21.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
8.00 0.00 0.00 0.00 0.00 0.00 28.00
0.00 0.00 20.00 0.00 0.00 0.00 0.00
32.00 0.00 29.00 0.00 0.00 0.00 105.00
928.00 478.00 15469.00 2504.00 1170.00 1747.00 1135.00
Page 6 of 6
Pedestrian
Access
Ramp
R&R
Hollywood
NSW R&R
Hollywood
w/ 6" Walk
R&R
Barrier
Curb 12"
R&R
VC Outfall
Median
Curb R&R
VC w/ 6"
Walk R&R
VC NSW
R&R
DO w/ 6"
Walk R&R
DO NSW
R&R
Crosspan
Remove &
Replace
52.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 28.00 0.00 126.00 0.00
308.00 0.00 0.00 0.00 0.00 0.00 0.00 325.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
120.00 0.00 0.00 0.00 0.00 0.00 0.00 238.00 0.00 0.00 0.00 0.00
20.00 127.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
216.00 152.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 58.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 129.00 0.00 0.00 0.00 0.00 0.00 73.00 0.00 0.00 0.00 0.00
228.00 135.00 0.00 0.00 0.00 0.00 0.00 182.00 16.00 0.00 72.00 0.00
944.00 601.00 0.00 0.00 0.00 0.00 0.00 848.00 44.00 0.00 198.00 0.00
0.00 48.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
174.00 108.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
120.00 13.00 22.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 99.00 0.00
0.00 45.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
54.00 223.00 25.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 113.00 0.00
0.00 9.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 96.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 94.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 41.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
42.00 14.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
72.00 31.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
30.00 546.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 180.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
60.00 260.00 71.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 320.00 0.00
60.00 42.00 13.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 58.00 0.00
612.00 1750.50 131.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 590.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 39.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 29.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
60.00 10.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 48.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 40.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 10.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
108.00 40.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 110.00 17.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 238.00 0.00
0.00 10.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
204.00 0.00 65.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 260.00 0.00
0.00 75.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 71.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 73.00 36.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 144.00 0.00
108.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
480.00 561.00 118.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 642.00 0.00
6048.00 7487.50 1272.00 170.00 3280.00 16.00 10.00 1921.00 165.00 3107.00 7148.00 3110.00
Page 5 of 6
BRIXTON RD MESAVIEW LN TAFT HILL RD. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
GREENGATE DR W. HARMONY RD END 0.00 0.00 2.86 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00
LOOKOUT LN TRAIL VIEW LN BRIXTON RD 0.00 0.00 2.13 0.79 0.00 0.00 0.00 0.00 0.00 0.00 0.00
MESAVIEW CT MESAVIEW LN END 0.00 0.00 0.73 0.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00
MESAVIEW LN BRIXTON RD 1800 BLK OF MESAVIEW LN 8.00 0.00 3.52 1.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00
TRAILVIEW LN LOOKOUT LN MESAVIEW LN 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
CLIFFSIDE CT OVERLOOK DR END 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
CRESTVIEW CT OVERLOOK DR END 0.00 0.00 3.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 31.00
GLENVIEW CT VISTA DR END 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
MEADOWVIEW CT VISTA DR END 0.00 0.00 5.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 32.00
OVERLOOK DR W. HARMONY RD WESTPOINT CT 0.00 0.00 12.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
PRAIRIEVIEW CT OVERLOOK DR END 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
SILVERVIEW CT SILVERGATE RD END 0.00 0.00 13.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 212.00
SILVERGATE RD W. HARMONY RD WESTPOINT CT 0.00 0.00 6.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
VIEWPOINT CT OVERLOOK DR END 16.00 0.00 5.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
VISTA DR SILVERGATE RD END 4.00 0.00 11.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 86.00
WESTPOINT CT OVERLOOK DR END 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
28.00 0.00 68.24 14.02 0.00 0.00 0.00 0.00 0.00 0.00 361.00
TOTAL 62.00 154.07 1743.16 351.63 7.00 5.00 10.00 5.00 198.00 12.00 5929.64
AREA SUB TOTAL
AREA SUB TOTAL
AREA SUB TOTAL
WOOD WEST
STADIUM HEIGHTS
Page 4 of 6
12.00 442.00 1145.00 0.00 0.00 0.00 10.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
24.00 478.00 1299.00 0.00 0.00 0.00 20.00
238.00 0.00 7515.00 2472.00 948.00 1473.00 80.00
238.00 0.00 7515.00 2472.00 948.00 1473.00 80.00
30.00 0.00 357.00 32.00 0.00 0.00 34.50
30.00 0.00 357.00 32.00 0.00 0.00 34.50
200.00 0.00 5386.00 0.00 0.00 32.00 51.00
200.00 0.00 5386.00 0.00 0.00 32.00 51.00
38.00 0.00 187.00 0.00 0.00 0.00 131.50
0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
24.00 0.00 140.00 0.00 0.00 0.00 41.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
62.00 0.00 327.00 0.00 0.00 0.00 172.50
16.00 0.00 18.00 0.00 0.00 0.00 70.00
38.00 0.00 33.00 0.00 0.00 0.00 41.00
16.00 0.00 176.00 0.00 0.00 0.00 26.00
16.00 0.00 0.00 0.00 0.00 0.00 27.00
16.00 0.00 0.00 0.00 0.00 0.00 30.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16.00 0.00 0.00 0.00 0.00 0.00 28.00
16.00 0.00 0.00 0.00 0.00 0.00 33.00
16.00 0.00 0.00 0.00 0.00 0.00 28.00
16.00 0.00 0.00 0.00 0.00 0.00 38.00
16.00 0.00 0.00 0.00 0.00 0.00 27.00
16.00 0.00 0.00 0.00 0.00 0.00 32.00
16.00 0.00 0.00 0.00 0.00 0.00 36.00
48.00 0.00 0.00 0.00 0.00 0.00 84.00
16.00 0.00 0.00 0.00 0.00 0.00 28.00
278.00 0.00 227.00 0.00 0.00 0.00 528.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 4.50
0.00 0.00 145.00 0.00 222.00 74.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 145.00 0.00 222.00 74.00 4.50
6"
Flatwork
R&R
4"
Flatwork
R&R
Truncated
Dome
Panels
(2' x 2')
Concrete
Pavement
8" R&R
Replace
Flatwork
1" Add.
Depth
Alley
Approach 8"
R&R
Expansion
& Caulking
Page 3 of 6
0.00 0.00 0.00 120.00 774.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 120.00 883.00 0.00 0.00 0.00 0.00 0.00 132.00 0.00
0.00 0.00 0.00 0.00 1708.00 0.00 10.00 0.00 0.00 1368.00 1296.00 1238.00
0.00 0.00 0.00 0.00 1708.00 0.00 10.00 0.00 0.00 1368.00 1296.00 1238.00
660.00 16.00 0.00 0.00 217.00 16.00 0.00 0.00 0.00 0.00 336.00 0.00
660.00 16.00 0.00 0.00 217.00 16.00 0.00 0.00 0.00 0.00 336.00 0.00
162.00 0.00 0.00 0.00 99.00 0.00 0.00 0.00 0.00 1739.00 70.00 1644.00
162.00 0.00 0.00 0.00 99.00 0.00 0.00 0.00 0.00 1739.00 70.00 1644.00
240.00 1022.00 83.00 0.00 63.00 0.00 0.00 0.00 0.00 0.00 248.00 0.00
0.00 425.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 41.00 58.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
476.00 491.00 35.00 2.00 59.00 0.00 0.00 0.00 0.00 0.00 184.00 0.00
210.00 10.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
926.00 1948.00 118.00 43.00 180.00 0.00 0.00 0.00 0.00 0.00 432.00 0.00
72.00 568.00 57.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 228.00
192.00 270.00 67.00 0.00 31.00 0.00 0.00 0.00 0.00 0.00 316.00 0.00
78.00 115.00 65.00 7.00 81.00 0.00 0.00 0.00 0.00 0.00 248.00 0.00
114.00 42.00 59.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 236.00 0.00
180.00 136.00 58.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 232.00 0.00
312.00 0.00 0.00 0.00 33.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
186.00 12.00 50.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 200.00 0.00
132.00 29.00 44.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 176.00 0.00
180.00 284.00 74.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 296.00 0.00
0.00 27.00 69.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 276.00 0.00
48.00 76.00 59.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 232.00 0.00
180.00 93.00 48.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 192.00 0.00
0.00 153.00 51.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 204.00 0.00
208.00 778.00 160.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 640.00 0.00
0.00 28.00 44.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 176.00 0.00
1882.00 2611.00 905.00 7.00 145.00 0.00 0.00 0.00 0.00 0.00 3424.00 228.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 37.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 120.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 28.00 0.00 0.00 81.00 18.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 29.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.00 0.00 0.00 0.00
40.00 0.00 0.00 0.00 0.00 0.00 0.00 93.00 54.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 20.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
40.00 0.00 0.00 0.00 48.00 0.00 0.00 360.00 91.00 0.00 0.00 0.00
Pedestrian
Access
Ramp
Highback
R&R
Highback
NSW R&R
Pedestrian
Access
Ramp
R&R
Hollywood
NSW R&R
Hollywood
w/ 6" Walk
R&R
Barrier
Curb 12"
R&R
VC Outfall
Median
Curb R&R
VC w/ 6"
Walk R&R
VC NSW
R&R
DO w/ 6"
Walk R&R
DO NSW
R&R
Crosspan
Remove &
Replace
Page 2 of 6
Apron
Remove &
Replace
Sawcut 4"
E. MULBERRY STREET
STREET
Recon Type R
Inlet Deck 4'
Opening
EASTDALE DRIVE
AREA SUB TOTAL
AREA SUB TOTAL
LANDINGS AREA
Recon Inlet
Deck - Catch
Basin
Recon. Type R
Curb Inlet
Deck - Add. 1'
Opening
FROM
AREA SUB TOTAL
AREA SUB TOTAL
PARKER AREA
AREA SUB TOTAL
AREA SUB TOTAL
FOX MEADOWS
PARKWOOD EAST
REMINGTON STREET
AREA SUB TOTAL
AREA SUB TOTAL
W. HARMONY RD.
Page 1 of 6
0.00
83.50
486.00
Page 8 of 8
NSW R&R
Pedestrian
Access
Ramp
R&R
Hollywood
NSW R&R
28.00 0.00 126.00 0.00 8.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
16.00 0.00 72.00 0.00 8.00 0.00 0.00 0.00 0.00 0.00
44.00 0.00 198.00 0.00 16.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 99.00 0.00 8.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 113.00 0.00 8.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 36.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 320.00 0.00 16.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 58.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 590.00 0.00 32.00 0.00 36.00 0.00 0.00 0.00
135.00 2560.00 2743.00 2657.00 582.00 478.00 14995.00 2504.00 864.00 2749.00
Page 7 of 8
0.00 6.00 308.00 0.00 0.00 0.00 0.00 0.00 0.00 325.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 120.00 0.00 0.00 0.00 0.00 0.00 0.00 238.00
0.00 0.00 20.00 127.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 216.00 152.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 58.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 129.00 0.00 0.00 0.00 0.00 0.00 73.00
0.00 62.02 228.00 135.00 0.00 0.00 0.00 0.00 0.00 182.00
0.00 93.99 944.00 601.00 0.00 0.00 0.00 0.00 0.00 848.00
0.00 4.00 0.00 48.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 51.73 174.00 108.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 96.02 120.00 13.00 22.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 45.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 5.00 54.00 223.00 25.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 9.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 96.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 94.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 41.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 0.00 42.00 14.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 78.00 72.00 31.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 96.00 30.00 546.50 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 180.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 94.64 60.00 260.00 71.00 0.00 0.00 0.00 0.00 0.00
0.00 51.00 60.00 42.00 13.00 0.00 0.00 0.00 0.00 0.00
2.00 476.39 612.00 1750.50 131.00 0.00 0.00 0.00 0.00 0.00
2.00 2220.64 3359.00 3880.50 259.00 163.00 3129.00 16.00 10.00 1208.00
Page 6 of 8
80.00
80.00
34.50
34.50
51.00
51.00
131.50
0.00
41.00
0.00
172.50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
4.50
0.00
0.00
0.00
0.00
0.00
4.50
Expansion
& Caulking
Page 4 of 8
0.00 1121.00 985.00 1013.00 218.00 0.00 7445.00 2472.00 642.00 2643.00
0.00 1121.00 985.00 1013.00 218.00 0.00 7445.00 2472.00 642.00 2643.00
0.00 0.00 336.00 0.00 30.00 0.00 357.00 32.00 0.00 0.00
0.00 0.00 336.00 0.00 30.00 0.00 357.00 32.00 0.00 0.00
0.00 1439.00 70.00 1644.00 200.00 0.00 5386.00 0.00 0.00 32.00
0.00 1439.00 70.00 1644.00 200.00 0.00 5386.00 0.00 0.00 32.00
0.00 0.00 248.00 0.00 38.00 0.00 187.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 184.00 0.00 24.00 0.00 140.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 432.00 0.00 62.00 0.00 327.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
18.00 0.00 0.00 0.00 0.00 0.00 145.00 0.00 222.00 74.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
19.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
54.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
91.00 0.00 0.00 0.00 0.00 0.00 145.00 0.00 222.00 74.00
6"
Flatwork
R&R
Pedestrian
Access
Ramp
Highback
R&R
Concrete
Pavement
8" R&R
Replace
Flatwork
1" Add.
Depth
Alley
Approach 8"
R&R
4"
Flatwork
R&R
Truncated
Dome
Panels
(2' x 2')
Highback
NSW R&R
Pedestrian
Access
Ramp
R&R
Hollywood
NSW R&R
Page 3 of 8
0.00 475.00 0.00 0.00 0.00 0.00 1708.00 0.00 10.00 0.00
0.00 475.00 0.00 0.00 0.00 0.00 1708.00 0.00 10.00 0.00
0.00 392.27 660.00 16.00 0.00 0.00 211.00 16.00 0.00 0.00
0.00 392.27 660.00 16.00 0.00 0.00 211.00 16.00 0.00 0.00
0.00 42.00 162.00 0.00 0.00 0.00 99.00 0.00 0.00 0.00
0.00 42.00 162.00 0.00 0.00 0.00 99.00 0.00 0.00 0.00
0.00 257.00 255.00 1022.00 83.00 0.00 63.00 0.00 0.00 0.00
0.00 25.00 0.00 0.00 0.00 41.00 58.00 0.00 0.00 0.00
0.00 207.00 476.00 491.00 35.00 2.00 59.00 0.00 0.00 0.00
0.00 0.00 210.00 0.00 10.00 0.00 0.00 0.00 0.00 0.00
0.00 489.00 941.00 1513.00 128.00 43.00 180.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 37.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 120.00
0.00 0.00 0.00 0.00 0.00 0.00 28.00 0.00 0.00 81.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 29.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 40.00 0.00 0.00 0.00 0.00 0.00 0.00 93.00
0.00 0.00 0.00 0.00 0.00 0.00 20.00 0.00 0.00 0.00
0.00 0.00 40.00 0.00 0.00 0.00 48.00 0.00 0.00 360.00
Hollywood
w/ 6" Walk
R&R
Barrier
Curb 12"
R&R
VC Outfall
Median
Curb R&R
VC w/ 6"
Walk R&R
VC NSW
R&R
DO w/ 6"
Walk R&R
DO NSW
R&R
Crosspan
Remove &
Replace
Remove
Fillets
Apron
Remove &
Replace
Page 2 of 8
Curb Inlet
Deck - Add. 1'
Opening
FROM TO
W. HARMONY RD.
E. MULBERRY STREET
STREET
Recon Type R
Inlet Deck 4'
Opening
PARKER AREA
FOX MEADOWS
PARKWOOD EAST
REMINGTON STREET
EASTDALE DRIVE
AREA SUB TOTAL
AREA SUB TOTAL
AREA SUB TOTAL
AREA SUB TOTAL
AREA SUB TOTAL
AREA SUB TOTAL
AREA SUB TOTAL
AREA SUB TOTAL
LANDINGS AREA
Page 1 of 8