HomeMy WebLinkAboutBID - 6055 HARMONY ZIEGLER (24)SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
Harmony and Ziegler Road
Improvements-
Front Range Village Development
BID NO. 6055
PURCHASING DIVISION
215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS
JUNE 12, 2007 – 3:00 P.M. (OUR CLOCK)
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
GENERAL REQUIREMENTS
TECHNICAL SPECIFICATIONS
APPENDIX “A”- FOR INFORMATIONAL USE ONLY
07/2001 Section 00020 Page 2
SECTION 00020
INVITATION TO BID
07/2001 Section 00020 Page 1
SECTION 00020
INVITATION TO BID
Date: May 15, 2007
Sealed Bids will be received by the City of Fort Collins (hereinafter referred
to as OWNER), at the office of the Purchasing Division, 3:00 P.M., our clock,
on June 12, 2007, for the Harmony and Ziegler Road Improvements – Front Range
Village Development; BID NO. 6055. If delivered, they are to be delivered to
215 North Mason Street, 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.
The Contract Documents provide for the construction of Bid 6055 Harmony and
Ziegler Road Improvements – Front Range Village Development:
1. Harmony Road: Improvements for widening Harmony Road from Union Pacific
Railroad Tracks on Harmony and going east past the Harmony and Ziegler
Intersection to Technology Parkway. The improvements for this project
will widen Harmony Road to 6-lane arterial road standards. The work will
include widening the existing asphalt, installing landscaped medians, and
installing a Portland Cement Concrete intersection at Harmony and Ziegler.
Median inlets and storm sewer pipe will also be installed to drain the
road surface. Harmony Road paving will consist of full depth pavement
sections and leveling courses on the existing wearing surface. Harmony
Road will not have an asphalt overlay with this contract.
2. Ziegler Road: Improvements for widening Ziegler Road from Harmony Road
to Horsetooth. The improvements for this project will widen Ziegler
Road to a 4-lane arterial arterial standard. The work will consist of
removal of curb and gutter, concrete sidewalk, pipe of various sizes, and
installing new vertical curb and gutter, inlets, sidewalk, and landscaped
medians. Ziegler Road paving will consist of full-depth paving in the
widened areas and a minor asphalt overlay.
The Contractor will provide Traffic Control and Construction Surveying.
The Contractor will be required to work with our traffic control
supervisor. This project will be done under a variety of partial closures
and single lane closures.
All Bids must be in accordance with the Contract Documents on file with The
City of Fort Collins, 215 North Mason St., 2nd floor, Fort Collins, Colorado
80524.
Contract Documents will be available May 15, 2007.
A prebid conference and job walk with representatives of prospective Bidders
will be held at 1:00 P.M., on May 30, 2007, at 281 N. College Ave, Conference
Room A in Fort Collins.
07/2001 Section 00020 Page 2
The Contract Documents and Construction Drawings may be examined online at:
1. City of Fort Collins BuySpeed: https://secure2.fcgov.com/bso/login.jsp
2. Mercury-LDO Reprographics: www.mercury-ldo.com
Copies of the Contract Documents, complete with Construction Specifications
and Drawings, may be viewed and purchased at:
1. Mercury LDO Reprograhics:
• FORT COLLINS: 422 S. Link Lane, Ft. Collins, CO 80524
Ph: 970-484-1201, Fax: 970-221-0404
• ENGLEWOOD: 9632 E. Arapahoe, Englewood, CO. 80112
Ph: 303-790-7169, Fax: 303-792-2936
• DENVER: 860 Bryant Street, Denver, CO. 80204
Ph: 303-893-8701, Fax: 303-893-0617
• COLORADO SPRINGS:11 E Las Vegas, Colorado Springs, CO. 80903
Ph: 719-231-8121, Fax: 719-633-5710
• LODO: 1660 Wynkoop Ste. 130, Denver, CO. 80202
Ph: 303-785-2520, Fax: 303-785-2522
• BOULDER: 2575 Pearl St. Unit C., Boulder, CO. 80302
Ph: 303-539-1350, Fax: 303-539-1356
2. Builders Exchange, 223 South Link Lane, Fort Collins, Colorado.
07/2001 Section 00020 Page 3
Construction Document Ordering Instructions
(Download a complete PlanWell 4.0 Ordering Guide from www.planwell.com)
1. GO TO: www.mercury-ldo.com
2. SELECT: Denver Links: “Plan Well”
3. SELECT: Public Planroom: “GO”
4. SELECT: the desired “Project Number” from the list
07/2001 Section 00020 Page 4
5. CLICK: “Most Current Set” to View the list of
documents available for the project
6. CLICK: Sheet No. to view
7. CLICK: to add a specific document to your
“Shopping Cart”
8. CLICK: to place the order for printing
9. REGISTER –or- LOGIN
10. SELECT: Process-Media, Output Size and Binding options
11. ENTER: Job Number and PO information then click Next.
12. REVIEW: Recipient information.
13. ENTER: Quantities
14. CLICK: the down arrow to populate order.
15. SELECT: Delivery options and Due time.
16. ENTER: Your phone number in the special instructions
box.
17. CLICK: Next.
18. REVIEW order
19. CLICK: SUBMIT
Planwell contacts:
Marie Owens 970-484-1201, mowens@mercury-ldo.com
David Bacon-720-220-7683, dbacon@mercury-ldo.com
Prospective Bidders are invited to present their questions relative to this
Bid proposal at this meeting.
07/2001 Section 00020 Page 5
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
Collins in determining whether a bidder is responsible, the following
12/03 Section 00100 Page 2
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.
12/03 Section 00100 Page 8
20.0 TAXES.
OWNER is exempt from Colorado State Sales and Use Taxes on materials and
equipment to be incorporated in the Work. Said taxes shall not be
included in the Contract Price. Reference is made to the General and
Supplementary Conditions.
21.0 RETAINAGE.
Provisions concerning retainage are set forth in the Agreement.
22.0 PURCHASING RESTRICTIONS.
Purchasing restrictions: The Bidder's authorized signature of this Bid
assures the Bidder's compliance with the City's purchasing restrictions.
A copy of the resolutions are available for review in the Purchasing and
Risk Management Division or the City Clerk's office.
A. Cement Restrictions: City of Fort Collins Resolution 91-121
requires that suppliers and producers of cement or products
containing cement to certify that the cement was not made in cement
kilns that burn hazardous waste as a fuel.
23.0 COLLUSIVE OR SHAM BIDS.
Any Bid deemed by the City in its sole discretion to be a collusive or
sham Bid will be rejected and reported to authorities as such. Your
authorized signature of this Bid assures that such Bid is genuine and is
not a collusive or sham Bid.
24.0 BID RESULTS.
For information regarding results for individual Bids send a self-
addressed, self-stamped envelope and a Bid tally will be mailed to you.
Bid results will be posted in the Purchasing office seven (7) days after
the Bid Opening.
END OF SECTION
SECTION 00300
BID FORM
7/96 Section 00300 Page 1
SECTION 00300
BID FORM
PROJECT: 6055 Harmony and Ziegler Road Improvements – Front Range Village
Development
Place
Date
1. In compliance with your Invitation to Bid dated
, and subject to all conditions thereof, the undersigned
a (Corporation, Limited Liability Company, Partnership, Joint Venture, or
Sole Proprietor) authorized to do business in the State of Colorado
hereby proposes to furnish and do everything required by the Contract
Documents to which this refers for the construction of all items listed
on the following Bid Schedule or Bid Schedules.
2. The undersigned Bidder does hereby declare and stipulate that this
proposal is made in good faith, without collusion or connection with any
other person or persons Bidding for the same Work, and that it is made in
pursuance of and subject to all the terms and conditions of the
Invitation to Bid and Instructions to Bidders, the Agreement, the
detailed Specifications, and the Drawings pertaining to the Work to be
done, all of which have been examined by the undersigned.
3. Accompanying this Bid is a certified or cashier's check or standard Bid
bond in the sum of ______________________________________________________
($ ) in accordance with the Invitation To Bid
and Instructions to Bidders.
4. The undersigned Bidder agrees to execute the Agreement and a Performance
Bond and a Payment Bond for the amount of the total of this Bid within
fifteen (15) calendar days from the date when the written notice of the
award of the contract is delivered to him at the address given on this
Bid. The name and address of the corporate surety with which the Bidder
proposes to furnish the specified performance and payment bonds is as
follows: _________________________________________________________.
5. All the various phases of Work enumerated in the Contract Documents with
their individual jobs and overhead, whether specifically mentioned,
included by implication or appurtenant thereto, are to be performed by
the CONTRACTOR under one of the items listed in the Bid Schedule,
irrespective of whether it is named in said list.
6. Payment for Work performed will be in accordance with the Bid Schedule or
Bid Schedules subject to changes as provided in the Contract Documents.
7. The undersigned Bidder hereby acknowledges receipt of Addenda No.
_______through .
8. Bid Schedule
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program Dated: 5/15/2007
Item # Item Description Quantity Unit Unit Cost Total Cost
Roadway Improvements
201-01 Clear and Grubbing 1 LS
202-01 Remove Curb and Gutter 3555 LF
202-02 Remove Sidewalk 14297 SF
202-03 Remove Asphalt - Full Depth (4"-8") 17320 SY
202-04 Profile Milling 3320 SY
202-05 Remove Tree - 48"+ Diameter 4 EA
202-06 Remove Tree 24" Diameter 1 EA
202-07 Remove Pipe 460 LF
202-08 Remove Inlet 2EA
202-09 Remove Existing FES 5 EA
202-10 Remove Concrete Channel 320 LF
202-11 Remove Leech Field and Sceptic Tank 1 LS
202-12 Remove Area Inlet 1 EA
202-13 Remove Irrigation Structure 1 EA
202-14 Remove Existing Hydrant per FCLWD Specs 1 EA
202-15 Remove Headwall 2 EA
202-16 Remove Gate 5EA
202-17 Remove Retaining Wall 2 EA
203-01 Unclassified Excavation 1083 CY
203-02 Embankment - CIP 12720 CY
203-03 Borrow Suitable Fill 11637 CY
203-04 Topsoil (Striping, Stockpiling, and Placing) 6696 CY
203-05 Import Screened Topsoil (6") in Parkway Areas 657 CY
203-06 Median Fill - 60/40 Mix 2903 CY
203-07 Splashblock/Hardscape Shaping - CIP 30513 SF
203-08 Flowfill Over Shallow Utilities 407 CY
203-09 Muck Excavation - CIP 200 CY
206-01 Structure Excavation 267 CY
206-02 Structure Backfill On-Site Material 267 CY
206-03 Filter Material - 1 1/2" Washed Rock 65 TON
208-01 Erosion Control 1LS
210-01 Adjust Manhole Ring/Cover 15 EA
210-02 Adjust Valve Box 10 EA
210-03 Modify Manhole 4EA
210-04 Relocate PRV Vent per FCLWD Specs 1 EA
210-05 Relocate Meter Pit 4 EA
210-06 Relocate Fire Hydrant 1 EA
210-07 Relocate CP Test Station 7 EA
Bid Tab - 6055 Harmony and Zeigler Road Improvements for Front Range Village Development Project
8. Bid Schedule
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program Dated: 5/15/2007
Item # Item Description Quantity Unit Unit Cost Total Cost
Bid Tab - 6055 Harmony and Zeigler Road Improvements for Front Range Village Development Project
210-08 Remove and Relocate Fence 820 LF
210-09 Remove PVC Fence Intact and Deliver to Owner 200 LF
210-10 Remove and Reset Mailbox 6 EA
304-01 Agg Base Course - (Class 5 or 6) - 4" Depth - CIP 1675 TON
304-02 Agg Base Course - (Class 5 or 6) - 10" Depth - CIP 17965 TON
304-03 Gravel Shoulder - Class 5 or 6 Aggreegate base (6" Depth) 275 TON
304-04 Road Base for Driveway Tie-ins 120 TON
306-01 Reconditioning (8") 31400 SY
306-02 Sidewalk Preperation 3297 SY
307-01 Fly-Ash - 12" Depth - 12% 8860 SY
403-01 Hot Bituminous Pavement – Grading S – 100 – (2” Depth) – (PG 64-28) 2033 TON
403-02 Hot Bituminous Pavement – Grading S – 100 – (2.5” Depth) – (PG 64-22) 2467 TON
403-03 Hot Bituminous Pavement – Grading SG – 100 – (4” Depth) – (PG 58-28) 5440 TON
403-04 Asphalt Leveling Course ¾ Grading S - 100 – (PG 64-28) 2305 TON
403-05 Asphalt Hand Patching – Grading S – 100 – (3”) – (PG 64-28) 463 TON
403-06 Asphalt Hand Patching – Grading SG - 100- (7” Depth) – (PG 58-28) 1055 TON
403-07
WestBound Harmony Detour Paveing - 200'x60'x5" (2” PG 64-28 on 3” PG 58-
28) 720 TON
412-01 Concrete Pavement - 10" 8425 SY
412-02 Enhanced Concrete Crosswalk -10" - Tile Red w/ Stamped Border 547 SY
506-01 D-50 Buried Rip-Rap, 6” Topsoil (CIP Per Detail) 4 EA
601-01 Concrete Retaining Wall with Footer and 6' Attached Block Wall 150 LF
601-02 Concrete Wall Extension with Guardrail 1 LS
603-01 18" RCP Class III 1128 LF
603-02 24" RCP Class III 14 LF
603-03 19"x30" HERCP Class III 236 LF
603-04 34"x53" HERCP Class III 323 LF
603-05 8" HDPE Pipe 10 LF
603-06 18" RCP Class III FES 8 EA
603-07 19"x30" HERCP Class III FES 1 EA
603-08 Concrete Encasement 120 LF
603-09 18" RCP thru Retaining Wall 1 EA
603-10 Tie 34"x53" HERCP to Existing Concrete Irrigation Ditch - CIP 2 EA
603-11 Tie to Existing MH 3 EA
603-12 4" Median Underdrain Pipe (Perforated) 3640 LF
603-13 4" Median Underdrain Pipe (Solid) 910 LF
603-14 4" Median Underdrain Clean Out 24 EA
603-15
4” Median Underdrain/Storm Sewer Tie-in (Core Drill and Connect with Non
shrink Grout) 5EA
604-01 5' Type R Inlet 3EA
604-02 10' Type R Inlet 1EA
8. Bid Schedule
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program Dated: 5/15/2007
Item # Item Description Quantity Unit Unit Cost Total Cost
Bid Tab - 6055 Harmony and Zeigler Road Improvements for Front Range Village Development Project
604-03 15' Type R Inlet 2EA
604-04 18" Area Inlet 1EA
604-05 Inlet Type "C" 3EA
604-06 8” HDPE Area inlet and Tie in (Core Drill and Connect with Non-shrink Grout) 2 EA
604-07 Double Type 13 Inlet 1 EA
604-08 24" Headwall - CIP 1 EA
604-09 Tie 18" RCP to Existing Storm Sewer with Concrete Collar 1 EA
604-10 4' Diameter Sewer Manhole 1 EA
604-11 4" PVC Conduit Sleeving for Median Irrigation 600 LF
608-01 Concrete Sidewalk - 6" 27350 SF
608-02 Concrete Pedestrian Access Ramps with Truncated Domes (8”) 2320 SF
608-03 Pedestrian Refuge Island Ramp with Truncated Domes (8”) 1380 SF
608-04 Sidewalk Chase - per Detail 3 EA
608-05 Concrete Drive Approach w/ Aprons (8") 8025 SF
608-06 Concrete Drive Approach (6") 1608 SF
608-07 Exposed Aggregate Median Cover - San Diego Buff 25743 SF
609-01 Vertical Curb and Gutter - 30" 6055 LF
609-02 Vertical Curb and Gutter - 18" Outfall 10875 LF
609-03 Combination Vertical Curb with 6' Bike Lane/Gutter 500 LF
619-01
¾” Irrigation Service & Meter Pit/Copper-Corp-Curb Stop per COFC Spec
including Backflow Preventer/Pressure Reducer Assembly/Metal Screen Cover 3 EA
619-02 Fire Hydrant Assembly (6”, tap valve, pipe, hydrant) per COFC Spec 1 EA
SUBTOTAL:
Landscaping Quantities
2000-01 Dry-Land Seeding 7 AC
2000-02 MSE Block Retaining Wall - 12" to 24" Tall 290 LF
2000-03 Median Irrigation System for Harmony Road Medians 1 LS
2000-04 Median Irrigation System for Ziegler Road Medians 1 LS
2000-05 6"x6" Landscape Timber Tree Well 24 EA
2000-06 Skyline Honey Locust 2" Cal. 21 EA
2000-07 Crimson Spire Oak - 2" Cal. 12 EA
2000-08 Burr Oak - 2" Cal. 6 EA
2000-09 Chinkapin Oak - 2" Cal. 8 EA
2000-10 Chanticleer Pear 1.5" Cal. 30 EA
2000-11 Harrison Yellow Shrub Rose - 5 Gal. 31 EA
2000-12 Single Pink Shrub Rose - 5 Gal. 7 EA
2000-13 Native Pink Rose - 5 Gal. 35 EA
2000-14 Dwarf Korean Lilac - 5 Gal. 36 EA
8. Bid Schedule
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program Dated: 5/15/2007
Item # Item Description Quantity Unit Unit Cost Total Cost
Bid Tab - 6055 Harmony and Zeigler Road Improvements for Front Range Village Development Project
2000-15 Bar harbour Juniper - 5 Gal. 118 EA
2000-16 Hughes Juniper - 5 Gal. 169 EA
2000-17 Silver Bluestem Grass - 1 Gal. 23 EA
2000-18 Feather Reed Grass - 1 Gal. 124 EA
2000-19 Variegated Feather Reed Grass - 1 Gal. 99 EA
2000-20 Blue Avena Grass - 1 Gal. 83 EA
2000-21 Mulching 39190 EA
SUBTOTAL:
Miscellaneous Quantites:
- Contract Bond 1LS
625-01 Construction Surveying 1 LS
626-01 Mobilization 1LS
630-01 Specialty Signs 3" letters on 48"x48" 27 EA
630-02 Variable Message Boards 20 EA per Day
630-03 Type III Barricades 8 Section
630-04 Traffic Control 1LS
SUBTOTAL:
TOTAL PROJECT:
$Dollars
TOTAL WRITTEN IN WORDS
COMPANY NAME
SIGNATURE TITLE
PRINTED NAME
DATE
7/96 Section 00300 Page 6
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, 6055 Harmony and Ziegler Road
Improvements – Front Range Village Development.
NOW THEREFORE,
(a) If said Bid shall be rejected, or
(b) If said Bid shall be accepted and the Principal shall execute and deliver
a Contract in the form of Contract attached hereto (properly completed in
accordance with said Bid) and shall furnish a BOND for his faithful
performance of said Contract, and for payment of all persons performing
labor or furnishing materials in connection therewith, and shall in all
other respects perform the Agreement created by the acceptance of said
Bid, then this obligation shall be void; otherwise the same shall remain
in force and effect, it being expressly understood and agreed that the
liability of the Surety for any and all claims hereunder shall, in no
event, exceed the penal amount of this obligation as herein stated.
The Surety, for value received, hereby stipulates and agrees that the
obligations of said Surety and its BOND shall be in no way impaired or
affected by any extension of the time within which the OWNER may accept such
Bid; and said Surety does hereby waive notice of any such extension.
Surety Companies executing bonds must be authorized to transact business in
the State of Colorado and be accepted by the OWNER.
7/96 Section 00410 Page 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 15% 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: 6055 Harmony and Ziegler Road Improvements – Front Range Village
Development
OWNER: CITY OF FORT COLLINS
(hereinafter referred to as "the OWNER")
You are hereby notified that your Bid dated ___________, 20__ for the above
project has been considered. You are the apparent successful Bidder and have
been awarded an Agreement for 6055 Harmony and Ziegler Road Improvements –
Front Range Village Development.
The Price of your Agreement is ________________________________________________
_______________________________________________________________________________
Three (3) copies of each of the proposed Contract Documents (except Drawings)
accompany this Notice of Award. Three (3) sets of the Drawings will be
delivered separately or otherwise made available to you immediately.
You must comply with the following conditions precedent within fifteen (15)
days of the date of this Notice of Award, that is by _________, 20__.
1. You must deliver to the OWNER three (3) fully executed counterparts of
the Agreement including all the Contract Documents. Each of the Contract
Documents must bear your signature on the cover of the page.
2. You must deliver with the executed Agreement the Contract Security
(Bonds) as specified in the Instructions to Bidders, General Conditions
(Article 5.1) and Supplementary Conditions.
Failure to comply with these conditions within the time specified will entitle
OWNER to consider your Bid abandoned, to annul this Notice of Award and to
declare your Bid Security forfeited.
Within ten (10) days after you comply with those conditions, OWNER will return
to you one (1) fully-signed counterpart of the Agreement with the Contract
Documents attached.
City of Fort Collins
OWNER
By:________________________________________
James B. O’Neill, II, CPPO, FNIGP
Director of Purchasing & Risk Management
9/12/01 Section 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 6055 Harmony
and Ziegler Road Improvements – Front Range Village Development, and is
generally described in Section 01010:
1. Harmony Road: Improvements for widening Harmony Road from Union Pacific
Railroad Tracks on Harmony and going east past the Harmony and Ziegler
Intersection to Technology Parkway. The improvements for this project will
widen Harmony Road to 6-lane arterial road standards. The work will include
widening the existing asphalt, installing landscaped medians, and installing a
Portland Cement Concrete intersection at Harmony and Ziegler. Median inlets
and storm sewer pipe will also be installed to drain the road surface.
Harmony Road paving will consist of full depth pavement sections and leveling
courses on the existing wearing surface. Harmony Road will not have an
asphalt overlay with this contract.
2. Ziegler Road: Improvements for widening Ziegler Road from Harmony Road
to Horsetooth. The improvements for this project will widen Ziegler Road to
a 4-lane arterial arterial standard. The work will consist of removal of curb
and gutter, concrete sidewalk, pipe of various sizes, and installing new
vertical curb and gutter, inlets, sidewalk, and landscaped medians. Ziegler
Road paving will consist of full-depth paving in the widened areas and a minor
asphalt overlay.
The Contractor will provide Traffic Control and Construction Surveying. The
Contractor will be required to work with our traffic control supervisor. This
project will be done under a variety of partial closures and single lane
closures.
9/12/01 Section 00520 Page 2
ARTICLE 2. ENGINEER
The Project has been designed by Stantec Consulting, Inc., who is hereinafter
called ENGINEER and who will assume all duties and responsibilities and will
have the rights and authority assigned to ENGINEER in the Contract Documents
in connection with completion of the Work in accordance with the Contract
Documents.
ARTICLE 3. CONTRACT TIMES
3.1 The Work shall be Substantially Complete by June 29, 2008 as
provided in the General Conditions and completed and ready for Final Payment
and Acceptance in accordance with the General Conditions by July 13, 2008.
3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of
the essence of this Agreement and that OWNER will suffer financial loss if the
Work is not completed within the times specified in paragraph 3.1. above, plus
any extensions thereof allowed in accordance with Article 12 of the General
Conditions.
They also recognize the delays, expenses and difficulties involved in proving
in a legal proceeding the actual loss suffered by OWNER if the Work is not
completed on time. Accordingly, instead of requiring any such proof, OWNER
and CONTRACTOR agree that as liquidated damages for delay (but not as penalty)
CONTRACTOR shall pay OWNER the amounts set forth hereafter.
1) Substantial Completion:
Two Thousand Three Hundred Sixty Three Dollars ($2,363) for each
calendar day or fraction thereof that expires after June 29, 2008
the date for Substantial Completion of the Work until the Work is
Substantially Complete.
2) Final Acceptance:
After Substantial Completion, Five Hundred Dollars ($500) for each
calendar day or fraction thereof that expires after July 13, 2008
the date for Final Payment and Acceptance until the Work is ready
for Final Payment and Acceptance.
ARTICLE 4. CONTRACT PRICE
4.1. OWNER shall pay CONTRACTOR for performance of the Work in
accordance with the Contract Documents in current funds as follows: ($ ),
$ Dollars, in accordance with Section 00300, attached and incorporated
herein by this reference.
9/12/01 Section 00520 Page 3
ARTICLE 5. PAYMENT PROCEDURES
CONTRACTOR shall submit Applications for Payment in accordance with
Article 14 of the General Conditions. Applications for Payment will be
processed by ENGINEER as provided in the General Conditions.
5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account
of the Contract Price on the basis of CONTRACTOR's Application for Payment as
recommended by ENGINEER, once each month during construction as provided
below. All progress payments will be on the basis of the progress of the Work
measured by the schedule of values established in paragraph 2.6 of the General
Conditions and in the case of Unit Price Work based on the number of units
completed, and in accordance with the General Requirements concerning Unit
Price Work.
5.1.1. Prior to Substantial Completion, progress payments will be in the
amount equal to the percentage indicated below, but, in each case, less the
aggregate of payments previously made and less such amounts as ENGINEER shall
determine, or OWNER may withhold, in accordance with paragraph 14.7 of the
General Conditions. 90% of the value of Work completed until the Work has
been 50% completed as determined by ENGINEER, when the retainage equals 5% of
the Contract Price, and if the character and progress of the Work have been
satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, may
determine that as long as the character and progress of the Work remain
satisfactory to them, there will be no additional retainage on account of Work
completed in which case the remaining progress payments prior to Substantial
Completion will be in an amount equal to 100% of the Work completed. 90% of
materials and equipment not incorporated in the Work (but delivered, suitably
stored and accompanied by documentation satisfactory to OWNER as provided in
paragraph 14.2 of the General Conditions) may be included in the application
for payment.
5.1.2. Upon Substantial Completion payment will be made in an amount
sufficient to increase total payments to CONTRACTOR to 95% of the Contract
Price, less such amounts as ENGINEER shall determine or OWNER may withhold in
accordance with paragraph 14.7 of the General Conditions or as provided by
law.
5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in
accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the
remainder of the Contract Price as recommended by ENGINEER as provided in said
paragraph 14.13.
9/12/01 Section 00520 Page 4
ARTICLE 6. CONTRACTOR'S REPRESENTATION
In order to induce OWNER to enter into this Agreement, CONTRACTOR makes
the following representations:
6.1. CONTRACTOR has familiarized himself with the nature and extent of
the Contract Documents, Work, site, locality, and with all local conditions
and Laws and Regulations that in any manner may affect cost, progress,
performance or furnishing of the Work.
6.2. CONTRACTOR has studied carefully all reports of explorations and
tests of subsurface conditions and drawings of physical conditions which are
identified in the Supplementary Conditions as provided in paragraph 4.2 of the
General Conditions.
6.3. CONTRACTOR has obtained and carefully studied (or assumes
responsibility for obtaining and carefully studying) all such examinations,
investigations, explorations, tests, reports, and studies (in addition to or
to supplement those referred to in paragraph 6.2 above) which pertain to the
subsurface or physical condition at or contiguous to the site or otherwise may
affect the cost, progress, performance or furnishing of the Work as CONTRACTOR
considers necessary for the performance or furnishing of the Work at the
Contract Price, within the Contract Times and in accordance with the other
terms and conditions of the Contract Documents, including specifically the
provisions of paragraph 4.2 of the General Conditions; and no additional
examinations, investigations, explorations, tests, reports, studies or similar
information or data are or will be required by CONTRACTOR for such purposes.
6.4. CONTRACTOR has reviewed and checked all information and data shown
or indicated on the Contract Documents with respect to existing Underground
Facilities at or contiguous to the site and assumes responsibility for the
accurate location of said Underground Facilities. No additional examinations,
investigations, explorations, tests, reports, studies or similar information
or data in respect of said Underground Facilities are or will be required by
CONTRACTOR in order to perform and furnish the Work at the Contract Price,
within the Contract Times and in accordance with the other terms and
conditions of the Contract Documents, including specifically the provision of
paragraph 4.3. of the General Conditions.
6.5. CONTRACTOR has correlated the results of all such observations,
examinations, investigations, tests, reports and data with the terms and
conditions of the Contract Documents.
6.6. CONTRACTOR has given ENGINEER written notice of all conflicts,
errors or discrepancies that he has discovered in the Contract Documents and
the written resolution thereof by ENGINEER is acceptable to CONTRACTOR.
9/12/01 Section 00520 Page 5
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: C001 COVER
C002 NOTES AND LEGENDS
C003 TYPICAL ROAD SECTIONS – HARMONY ROAD
C004 TYPICAL ROAD SECTIONS – ZIEGLER ROAD
C010-011 HORIZONTAL CONTROL PLANS
C050 DEMOLITION PLAN – KEY MAP
C051-056 DEMOLITION PLANS – HARMONY ROAD
C057-060 DEMOLITION PLANS – ZIEGLER ROAD
C100-105 EROSION CONTROL & DRAINAGE PLANS
C110-113 STORM SEWER PLAN & PROFILES
C130 SIGNAGE AND STRIPING PLAN – KEY MAP
C131-137 SIGNAGE AND STRIPING PLAN – HARMONY ROAD
C138-141 SIGNAGE AND STRIPING PLAN – ZIEGLER ROAD
C144-147 SIGNALIZATION PLANS
C150 PAVING PLAN – KEY MAP
C151-155 PAVING PLANS – HARMONY ROAD
C156-158 PAVING PLANS – ZIEGLER ROAD
C160 JOINTING PLAN – HARMONY & ZIEGLER ROAD INTERSECTION
C200 PLAN AND PROFILE – KEY MAP
C205-220 PLAN AND PROFILES – HARMONY ROAD
C225-234 PLAN AND PROFILES – ZIEGLER ROAD
C290-293 INTERSECTION DETAILS
C294 DRIVEWAY DETAILS
C306-318 CROSS SECTIONS – HARMONY ROAD
C322-331 CROSS SECTIONS – ZIEGLER ROAD
C600 PAVING DETAILS
C601 SIGNAGE AND STRIPING PLANS
C602-605 UTILITY/DRAINAGE DETAILS
LANDSCAPING PLANS
9/12/01 Section 00520 Page 6
The Contract Drawings shall be stamped "Final for Construction" and dated.
Any revisions made shall be clearly identified and dated.
7.4. Addenda Numbers to , inclusive.
7.5. The Contract Documents also include all written amendments and
other documents amending, modifying, or supplementing the Contract Documents
pursuant to paragraphs 3.5 and 3.6 of the General Conditions.
7.6. There are no Contract Documents other than those listed or
incorporated by reference in this Article 7. The Contract Documents may only
be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of
the General Conditions.
ARTICLE 8. MISCELLANEOUS
8.1. Terms used in this Agreement which are defined in Article I of the
General Conditions shall have the meanings indicated in the General
Conditions.
8.2. No assignment by a party hereto of any rights under or interests in
the Contract Documents will be binding on another party hereto without the
written consent of the party sought to be bound; and specifically but not
without limitations, moneys that may become due and moneys that are due may
not be assigned without such consent (except to the extent that the effect of
this restriction may be limited by law), and unless specifically stated to the
contrary in any written consent to an assignment no assignment will release or
discharge that assignor from any duty or responsibility under the Contract
Document.
8.3. OWNER and CONTRACTOR each binds itself, its partners, successors,
assigns and legal representatives to the other party hereto, its partners,
successors, assigns and legal representatives in respect to all covenants,
Agreement and obligations contained in the Contract Document.
9/12/01 Section 00520 Page 7
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: 6055 Harmony and Ziegler Road Improvements – Front Range
Village Development
To:
This notice is to advise you:
That the contract covering the above described Work has been fully executed by
the CONTRACTOR and the OWNER.
That the required CONTRACTOR's Performance Bond and Payment Bond have been
received by the OWNER.
That the OWNER has approved the said Contract Documents.
Therefore, as the CONTRACTOR for the above described Work, you are hereby
authorized and directed to proceed within ( ) calendar days from
receipt of this notice as required by the Agreement.
Dated this day of , 20__.
The dates for Substantial Completion and Final Acceptance shall be ,
and , 20__, respectively.
City of Fort Collins
OWNER
By:
Title:
ACKNOWLEDGMENT OF NOTICE
Receipt of the above Notice to Proceed is hereby acknowledged this
day of , 20__.
CONTRACTOR:
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, 6055 Harmony and Ziegler Road
Improvements – Front Range Village Development.
NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its
duties, all the undertakings, covenants, terms, conditions and agreements of
said Agreement during the original term thereof, and any extensions thereof
which may be granted by the OWNER, with or without Notice to the Surety and
during the life of the guaranty period, and if the Principal shall satisfy all
claims and demands incurred under such Agreement, and shall fully indemnify
and save harmless the OWNER from all cost and damages which it may suffer by
reason of failure to do so, and shall reimburse and repay the OWNER all outlay
and expense which the OWNER may incur in making good any default then this
obligation shall be void; otherwise to remain in full force and effect.
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, 6055 Harmony and Ziegler Road
Improvements – Front Range Village Development.
NOW, THEREFORE, if the Principal shall make payment to all persons, firms,
subcontractors, and corporations furnishing materials for or performing labor
in the prosecution of the Work provided for in such Agreement and any
authorized extension or modification thereof, including all amounts due for
materials, lubricants, repairs on machinery, equipment and tools, consumed,
rented or used in connection with the construction of such Work, and all
insurance premiums on said Work, and for all labor, performed in such Work
whether by subcontractor or otherwise, then this obligation shall be void;
otherwise to remain in full force and effect.
7/96 Section 00615 Page 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: 6055 Harmony and Ziegler Road
Improvements – Front Range Village
Development
_____________________________
PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado
INCLUDE:
OWNER: City of Fort Collins
____________________________
____________________________ CONTRACTOR: ______________________________
____________________________
CONTRACT DATE:____________________________
The Work performed under this contract has been inspected by authorized
representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project (or
specified part of the project, as indicated above) is hereby declared to be
substantially completed on the above date.
A tentative list of items to be completed or corrected is appended hereto.
This list may not be exhaustive, and the failure to include an item on it does
not alter the responsibility of the CONTRACTOR to complete all the Work in
accordance with the Contract Documents.
_________________________________ ________________________________________
ENGINEER AUTHORIZED REPRESENTATIVE DATE
The CONTRACTOR accepts the above Certificate of Substantial Completion and
agrees to complete and correct the items on the tentative list within the time
indicated.
________________________________ By: ________________________________________
CONTRACTOR AUTHORIZED REPRESENTATIVE DATE
The OWNER accepts the project or specified area of the project as
substantially complete and will assume full possession of the project or
specified area of the project at 12:01 a.m., on . The
responsibility for heat, utilities, security, and insurance under the Contract
Documents shall be as set forth under "Remarks" below.
CITY OF FORT COLLINS, COLORADO By: ________________________________________
OWNER 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, 6055 Harmony and Ziegler Road
Improvements – Front Range Village Development.
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: 6055 Harmony and Ziegler Road Improvements – Front Range Village
Development
1. The CONTRACTOR acknowledges having received payment, except retainage
from the OWNER for all work, labor, skill and material furnished,
delivered and performed by the CONTRACTOR for the OWNER or for anyone in
the construction, design, improvement, alteration, addition or repair of
the above described project.
2. In consideration of such payment and other good and valuable
consideration, the receipt and adequacy of which are hereby acknowledged,
the CONTRACTOR voluntarily waives all rights, claims and liens, including
but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270
a and b), stop notices, equitable liens and labor and material bond
rights which the CONTRACTOR may now or may afterward have, claim or
assert for all and any work, labor, skill or materials furnished,
delivered or performed for the construction, design, improvement,
alteration, addition or repair of the above described project, against
the OWNER or its officers, agents, employees or assigns, against any fund
of or in the possession or control of the OWNER, against the project or
against all land and the buildings on and appurtenances to the land
improved by the project.
3. The CONTRACTOR affirms that all work, labor and materials, furnished,
delivered or performed to or for the construction, design, improvement,
alteration, addition or repair of the project were furnished, delivered
or performed by the CONTRACTOR or its agents, employees, and servants, or
by and through the CONTRACTOR by various Subcontractors or materialmen or
their agents, employees and servants and further affirms the same have
been paid in full and have released in full any and all existing or
possible future mechanic's liens or rights or claims against the project
or any funds in the OWNER'S possession or control concerning the project
or against the OWNER or its officers, agents, employees or assigns
arising out of the project.
4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender,
if any, and the Surety on the project against and from any claim
hereinafter made by the CONTRACTOR'S Subcontractors, materialmen,
employees, servants, agents or assigns against the project or against the
7/96 Section 00650 Page 2
OWNER or its officers, employees, agents or assigns arising out of the
project for all loss, damage and costs, including reasonable attorneys
fees, incurred as a result of such claims.
5. The parties acknowledge that the description of the project set forth
above constitutes and adequate description of the property and
improvements to which this Lien Waiver Release pertains. It is further
acknowledged that this Lien Waiver Release is for the benefit of and may
be relied upon by the OWNER, the lender, if any, and Surety on any labor
and material bonds for the project.
Signed this day of , 20__.
CONTRACTOR
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: 6055 Harmony and Ziegler Road Improvements – Front Range Village
Development
CONTRACT DATE:
In accordance with the provisions of the Contract between the OWNER and the
CONTRACTOR as indicated above, for
(Surety)
on bond of
hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final
Payment to the CONTRACTOR shall not relieve the Surety Company of any of its
obligations to the OWNER, as set forth in the said Surety Company's Bond.
IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this
day of , ____ .
(Surety Company)
By
ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-
Fact.
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:
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
Harmony and Ziegler Road Improvements Date: May 14, 2007
General Reqs. - 1
HARMONY AND ZIEGLER ROAD IMPROVEMENTS
FRONT RANGE VILLAGE DEVELOPMENT
The Engineers Joint Contract Documents Committee General Conditions govern the construction of this contract.
The following General Requirements supplement these General Conditions.
PROJECT GENERAL REQUIREMENTS
TABLE OF CONTENTS
SECTION PAGE
01010 SUMMARY OF WORK............................................................................................ General Reqs. 2 - 3
01040 COORDINATION ..................................................................................................... General Reqs. 4 - 5
01310 CONSTRUCTION SCHEDULES ............................................................................. General Reqs. 6 - 7
01330 SURVEY DATA – (Contractor Supplied) ................................................................. General Reqs. 8
01340 SHOP DRAWINGS ................................................................................................... General Reqs. 9-11
01410 TESTING ................................................................................................................... General Reqs. 12-13
01510 TEMPORARY UTILIITIES ...................................................................................... General Reqs. 14
01560 TEMPORARY CONTROL ....................................................................................... General Reqs. 15-16
01570 TREE PROTECTION ............................................................................................... General Reqs. 17-18
01580 TRAFFIC REGULATION – (Contractor Supplied) ................................................. General Reqs. 19-20
01700 CONTRACT CLOSEOUT ........................................................................................ General Reqs. 21
01711 SITE CLEANUP ....................................................................................................... General Reqs. 22
01720 PROJECT RECORD DOCUMENTS ....................................................................... General Reqs. 23
Harmony and Ziegler Road Improvements Date: May 14, 2007
General Reqs. - 2
SECTION 01010
SUMMARY OF WORK
1.1 DESCRIPTION OF WORK
A. The Work shall consist of the construction of the outlined improvements:
BID NO.
1. Harmony Road: Improvements for widening Harmony Road from Union Pacific Railroad Tracks
on Harmony and going east past the Harmony and Ziegler Intersection to Technology Parkway. The
improvements for this project will widen Harmony Road to 6-lane arterial road standards. The work
will include widening the existing asphalt, installing landscaped medians, and installing a Portland
Cement Concrete intersection at Harmony and Ziegler. Median inlets and storm sewer pipe will also
be installed to drain the road surface. Harmony Road paving will consist of full depth pavement
sections and leveling courses on the existing wearing surface. Harmony Road will not have an
asphalt overlay with this contract.
2. Ziegler Road: Improvements for widening Ziegler Road from Harmony Road to Horsetooth. The
improvements for this project will widen Ziegler Road to a 4-lane arterial arterial standard. The
work will consist of removal of curb and gutter, concrete sidewalk, pipe of various sizes, and
installing new vertical curb and gutter, inlets, sidewalk, and landscaped medians. Ziegler Road
paving will consist of full-depth paving in the widened areas and a minor asphalt overlay.
B: Protection and Restoration.
1. Replace to equal or better conditions all items removed and replaced or damaged during construction.
2. Restore all areas disturbed to match surrounding surface conditions.
3. The Owners Field Representative must approve the condition of all replaced and/or restored areas
prior to final payment
1.2 NOTICES TO PRIVATE OWNERS AND AUTHORITIES
The following items shall be coordinated between the Contractor and the Owners Field Representative.
A. Notify private owners of adjacent properties, utilities, irrigation canals, and affected governmental agencies
when prosecution of the Work may affect them.
B. Give notification 48 hours in advance to enable affected persons to provide for their needs when it is
necessary to temporarily deny access or services.
C. Contact utilities at least 48 hours prior to excavating near underground utilities.
D. Contact all agencies at least 72 hours prior to start of construction. Notify all agencies of the proposed
scope of work schedule and any items, which would affect their daily operation.
E. Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractor's
convenience.
Harmony and Ziegler Road Improvements Date: May 14, 2007
General Reqs. - 3
UTILITIES
Water: City of Fort Collins 221-6700
Storm Sewer: City of Fort Collins, Colorado 2216700
Sanitary Sewer: City of Fort Collins 221-6700
Electric: City of Fort Collins 221-6700
Gas/Electric: Xcel Energies 225-7847
Telephone: Qwest Communications 377-6411
Traffic Operations: City of Ft. Collins, Colorado 221-6630
Cable Television: Comcast Cable 484-7166
Railroad Crossings Omni Tracks-Great Western Railroad 1-303-398-4505
PRPA PRPA 229-5222
Irrigation Cargill Specialty Ganola Oils 219-2462
*Utility Locates Under A One-call @ system 1-800-922-1987
AGENCIES
Occupational Safety & Health Administration (OSHA): 844-3061
Poudre Fire Authority Non-Emergency: 221-6581 Emergency: 911
City of Fort Collins Police Department Non-Emergency: 221-6550 Emergency: 911
Larimer County Sheriff's Department Non-Emergency: 221-7177 Emergency: 911
Postmaster: US Postal Service Bill Adams: 225-4111
Ambulance: Poudre Valley Hospital Non-Emergency: 484-1227 Emergency: 911
Transportation: Transfort: 221-6620
Traffic Engineering: 221-6630
END OF SECTION
Harmony and Ziegler Road Improvements Date: May 14, 2007
General Reqs. - 4
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 Utility Companies and City Traffic Department whose Work is
separate from the General Contractor’s contract.
B. Conform to the requirements of public utilities and concerned public agencies in respect to the timing and
manner of performance of operations which affect the service of such utilities, agencies, or public safety.
C. Coordinate operations under contract with utility work to allow for efficient completion of the Work.
D. Coordinate all operations with the adjoining property owners, business owners, and surrounding
neighborhoods to provide satisfactory access at all times and keep them informed at all times.
E. Keep traffic areas and temporary residential accesses free of excavated material, construction equipment,
pipe and other material and equipment.
F. Keep fire hydrants and utility control valves free from obstruction and available for use at all times.
G. Conduct operations in a manner to avoid unnecessary interference with public and private roads and drives.
H. Provide and maintain temporary approaches or crossings at streets and residences.
1.2 SCHEDULE AND MILESTONES
The Contractor shall submit a detailed project schedule showing milestones and the critical path for
Harmony and Ziegler Road Improvements – Front Range Development Project. This schedule shall be
agreed to by both the Owner and Contractor. It shall be made in writing and signed by both parties.
Significant Milestone: Sunday, August 19, 2007
The following improvements must be completed prior to the beginning of the 2007 Fall school year:
A. The concrete intersection at Ziegler/Harmony needs to be reopened to all traffic movements. Any
remaining work in the intersection will have to utilize lane drops while maintaining through and
turning movements at the intersection.
B. The Corbett/Harmony intersection needs to be reopened to all traffic movements. Any remaining
work at the intersection will have to utilize lane drops while maintaining through and turning
movements at the intersection.
C. At a minimum, Harmony Road and Ziegler Road need to be maintained as one lane each direction
at all times after August 19, 2007.
The progress schedule shall be monitored closely during construction and may be updated by written
agreement of the parties as changes occur in the project progress. If the milestones are not met, the Owner
may utilize the remedies provided in paragraph 15.6 of the Supplementary Conditions as well as any other
remedy provided by the Contract Documents or provided by law or equity. The Owner may also assess
liquidated damages as outlined in Article 3, Section 3.2 of the Agreement.
Harmony and Ziegler Road Improvements Date: May 14, 2007
General Reqs. - 5
1.3 CONFERENCES
A. A Pre-construction Conference will be held prior to the start of construction.
1. Contractor shall participate in the conference accompanied by all major Subcontractors.
2. Contractor shall designate/introduce Superintendent, and major Subcontractors supervisors assigned to
project.
3. Contractor shall submit in writing proposed daily construction hours to Engineer for approval.
4. Contractor shall designate all access roads and parking areas in writing to the Engineer for approval.
5. The Engineer shall invite all utility and irrigation companies involved.
6. The Utilities will be asked to designate their coordination person, provide utility plans, and their
anticipated schedules.
7. The Engineer shall introduce the Project Representatives.
B. Additional project coordination conferences will be held prior to start of construction for coordination of
the Work, refining project schedules, and utility coordination.
C. The Engineer may hold coordination conferences, to be attended by all parties involved, when the
Contractor's operations affect, or are affected by, the work of others.
1. Contractor shall participate in such conferences accompanied by Subcontractors as required by the
Engineer.
1.4 PROGRESS MEETINGS
A. Contractor and Project Manager shall schedule and hold regular progress meetings at least weekly and at
other times as requested by the Engineer or required by the progress of the Work.
B. Attendance shall include:
1. Contractor and Superintendent.
2. Owner's Representatives.
3. Engineer and Project Manager.
4. Others as may be requested by Contractor, Engineer or Owner.
C. Minimum agenda shall include:
1. Review of work progress since last meeting.
2. Identification and discussion of problems affecting progress.
3. Review of any pending change orders.
4. Revision of Construction Schedule as appropriate.
5. Review Milestone Schedule.
6. Discuss the work scheduled for the next two weeks.
7. Discuss the surveying needed for the next week.
D. The Engineer or a Project Representative shall preside at meetings and record and distribute minutes to the
participants.
E. The Engineer or Engineer's Field Representative and Contractor shall agree to weekly quantities at the
progress meetings. The weekly quantity sheets shall be signed by both parties. These quantity sheets,
when signed, shall be final and shall be the basis for the monthly progress estimates. This process ensures
accurate monthly project pay estimates.
END OF SECTION
Harmony and Ziegler Road Improvements Date: May 14, 2007
General Reqs. - 6
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, water line, concrete and paving work will be coordinated.
1.3 CONTENT
A. Construction Progress Schedule.
1. Show the complete work sequence of construction by activity and location.
2. Show changes to traffic control.
3. Show project milestones.
B. Equipment, Materials and Submittals schedule.
1. Show delivery status of critical and major items of equipment and materials.
2. Include a critical path schedule for Shop Drawings, tests, and other submittal requirements for
equipment and materials, reference Section 01340.
1.4 PROGRESS REVISIONS
A. Submit revised schedules and reports at weekly project coordination meetings when changes are foreseen,
when requested by Owner or Engineer, and with each application for progress payment.
B. Show changes occurring since previous submission.
1. Actual progress of each item to date.
2. Revised projections of progress and completion.
C. Provide a narrative report as needed to define:
1. Anticipated problems, recommended actions, and their effects on the schedule.
2. The effect of changes on schedules of others.
Harmony and Ziegler Road Improvements Date: May 14, 2007
General Reqs. - 7
1.5 OWNER'S RESPONSIBILITY
A. Owner's review is only for the purpose of checking conformity with the Contract Documents and assisting
the Contractor in coordinating the Work with the needs of the Project.
B. It is not to be construed as relieving Contractor from any responsibility to determine the means, methods,
techniques, sequences and procedures of construction as provided in the General Conditions.
END OF SECTION
Harmony and Ziegler Road Improvements Date: May 14, 2007
General Reqs. - 8
SECTION 01330
SURVEY DATA
1.1 SURVEY REQUIREMENTS
A. The Owner will not provide the construction surveying for the Project. The Contractor will be responsible
to provide the surveying required on this project.
B. The Owner will make the projects CAD drawings available to the Contractor upon request.
C. The Contractor must submit a survey request to the Surveyors a minimum of 48 hours prior to needing
surveying work done.
D. If the requested surveying cannot be accomplished in the time frame requested by the Contractor, the
survey personnel shall notify the contractor with the date on which the requested work will be completed.
E. Should a sudden change in the Contractor’s operations or schedule require the survey personnel to work
overtime, the Contractor shall pay the additional overtime expense.
F. The Contractor shall protect all survey monuments and construction stakes. If it is unavoidable to remove a
survey monument or construction stakes, the Contractor is responsible for notifying the Surveyor and
allowing enough time for the monuments or stakes to be relocated. The Contractor will be responsible for
the cost of restaking construction stakes and for the cost of re-establishing a destroyed monument.
G. The Contractor shall be responsible for transferring the information from the construction stakes to any
necessary forms and for constructing all pipelines, drainage ways, pavements, inlets, walls, and other
structures and items in accordance with the information on the stakes and grade sheets supplied by the
Owner.
END OF SECTION
Harmony and Ziegler Road Improvements Date: May 14, 2007
General Reqs. - 9
SECTION 01340
SHOP DRAWINGS
1.1 GENERAL
A. Submit Shop Drawings, Samples, and other submittals as required by individual specification sections.
1. The Engineer will not accept Shop Drawings or other submittals from anyone but the Contractor.
B. Schedule: Reference Section 01310, Construction Schedules. Submittals received by the Engineer prior to
the time set forth in the approved schedule will be reviewed at any time convenient to the Engineer before
the time required by the schedule.
C. Any need for more than one resubmission, or any other delay in obtaining the Engineer's review of
submittals, will not entitle the Contractor to an extension of the Contract Time, unless delay of the Work is
directly caused by failure of the Engineer to return any scheduled submittal within 10 days after receipt in
his office of all information required for review of the submittals or for any other reason which prevents the
Engineer's timely review. Failure of Contractor to coordinate submittals that must be reviewed together
will not entitle the Contractor to an extension of Contract Time or an increase in Contract Price.
D. Resubmit a corrected submittal if errors are discovered during manufacture or fabrication.
E. Do not use materials or equipment for which Shop Drawings or samples are required until such submittals,
stamped by the Contractor and properly marked by the Engineer, are at the site and available to workmen.
F. Only use Shop Drawings which bear Engineer's mark "NO EXCEPTION TAKEN" in the performance of
the Work.
Review status designations listed on Engineer's submittal review stamp are defined as follows:
1. NO EXCEPTION TAKEN
Signifies material or equipment represented by the submittal conforms to the design concept, complies with
the information given in the Contract Documents and is acceptable for incorporation in the Work.
Contractor is to proceed with fabrication or procurement of the items and with related work. Copies of the
submittal are to be transmitted for final distribution.
2. REVISE AS NOTED
Signifies material or equipment represented by the submittal conforms to the design concept, complies with
the information given in the Contract Documents and is acceptable for incorporation in the Work in
accordance with Engineer's notations. Contractor is to proceed with the Work in accordance with
Engineer's notations and is to submit a revised submittal responsive to notations marked on the returned
submittal or written in the letter of transmittal.
3. REJECTED
Signifies material or equipment represented by the submittal does not conform to the design concept or
comply with the information given in the Contract Documents and is not acceptable for use in the Work.
Contractor is to submit submittals responsive to the Contract Documents.
Harmony and Ziegler Road Improvements Date: May 14, 2007
General Reqs. - 10
4. FOR REFERENCE ONLY
Signifies submittals which are for supplementary information only; pamphlets, general information sheets,
catalog cuts, standard sheets, bulletins and similar data, all of which are useful to Engineer or Owner in
design, operation, or maintenance. But these submittals do not constitute a basis for determining that items
represented thereby conform to the design concept or comply with the information given in the Contract
Document. The Engineer reviews such submittals for general information, but not for substance.
1.2 SUBMITTAL REGISTER
A. The Contractor shall complete the Submittal Register and submit with the Final Construction Schedule
submittal. The Contractor must resubmit an updated Submittal Register with each application for progress
payment. A format of the Submittal Register is provided below, Contractor should reproduce this format,
(or an approved alternate) for this register.
B. Instructions for Completing the Submittal Register:
Column 1: References, specification section, and paragraph in which submittal is requested. This will be
done for each item of equipment or material.
Column 2: Describe types of submittal required, i.e., shop drawing, certificate, etc.
Column 3: List the material or item for which submittal is required.
Column 4: Contractor shall provide the date that he intends to make each submittal.
Column 5: Contractor shall provide that date by which each submittal must be approved to accomplish
timely incorporation into the project.
Column 6: Contractor shall provide the mailing date of the initial submittal made to the Owner.
Column 7: Contractor shall record the review action of the Owner to the last submittal for the item,
equipment, or material.
Column 8: Contractor shall record the mailing date of subsequent submittal for each item, equipment,
and material until submittal is accepted by Owner.
Column 9: Contractor may record remarks as necessary to coordinate with other submittal or provide
necessary information.
1.3 SHOP DRAWINGS
A. Include the following information as required to define each item proposed to be furnished.
1. Detailed installation drawings showing foundation details and clearances required for construction.
2. Relation to adjacent or critical features of the Work or materials.
3. Field dimensions, clearly identified as such.
4. Applicable standards, such as ASTM or Federal Specification numbers.
5. Drawings, catalogs or parts thereof, manufacturer's specifications and data, instructions, performance
characteristics and capacities, and other information specified or necessary:
a. For Engineer to determine that the materials and equipment conform to the design concept and
comply with the intent of the Contract Documents.
b. For the proper erection, installation, and maintenance of the materials and equipment which
Engineer will review for general information but not for substance.
c. For Engineer to determine what supports, anchorages, structural details, connections and services
are required for materials and equipment, and the effect on contiguous or related structures,
materials and equipment.
6. Complete dimensions, clearances required, design criteria, materials of construction and the like to
enable Engineer to review the information effectively.
Harmony and Ziegler Road Improvements Date: May 14, 2007
General Reqs. - 11
B. Manufacturer's standard drawings, schematics and diagrams:
1. Delete information not applicable to the Work.
2. Supplement standard information to provide information specifically applicable to the Work.
C. Format.
1. Present in a clear and thorough manner.
2. Minimum sheet size: 8 1/2" x 11".
3. Clearly mark each copy to identify pertinent products and models.
4. Individually annotate standard drawings, which are furnished, cross out items that do not apply,
describe exactly which parts of the drawing apply to the equipment being furnished.
5. Individually annotate catalog sheets to identify applicable items.
6. Reproduction or copies of portions of Contract Documents:
a. Not acceptable as complete fabrication or erection drawings.
b. Acceptable when used as a drawing upon which to indicate information on erection or to identify
detail drawings.
7. Clearly identify the following:
a. Date of submission.
b. Project title and number.
c. Names of Contractor, Supplier and Manufacturer.
d. Specification section number, specification article number for which items apply, intended use of
item in the work, and equipment designation.
e. Identify details by reference to sheet, detail, schedule or room numbers shown in the Contract
Documents.
f. Deviations from Contract Documents.
g. Revisions on resubmittals.
h. Contractor's stamp, initialed or signed, certifying the review of submittal, verification of products,
field measurements and field construction criteria, and coordination of the information within the
submittal with requirements of the Work and the Contract Documents.
1.4 SUBMISSION REQUIREMENTS
A. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no
delay in the Work or in the work of any other contractor.
B. Minimum number required:
1. Shop Drawings.
a. Three (3) copies minimum, two (2) copies which will be retained by Engineer.
1.5 RESUBMISSION REQUIREMENTS
A. Make corrections or changes required by Engineer and resubmit until accepted.
B. In writing, call Engineer's attention to deviations that the submittal may have from the Contract Documents.
C. In writing, call specific attention to revisions other than those called for by Engineer on previous
submissions.
D. Shop Drawings
1. Include additional drawings that may be required to show essential details of any changes proposed by
Contractor along with required wiring and piping layouts.
END OF SECTION
Harmony and Ziegler Road Improvements Date: May 14, 2007
General Reqs. - 12
SECTION 01410
TESTING
1.1 GENERAL
A. Provide such equipment and facilities as the Engineer may require for conducting field tests and for
collecting and forwarding samples. Do not use any materials or equipment represented by samples until
tests, if required, have been made and the materials or equipment are found to be acceptable. Any product,
which becomes unfit for use after approval hereof, shall not be incorporated into the work.
B. All materials or equipment proposed to be used may be tested at any time during their preparation or use.
Furnish the required samples without charge and give sufficient notice of the placing of orders to permit the
testing. Products may be sampled either prior to shipment or after being received at the site of the work.
C. Tests shall be made by an accredited testing laboratory selected by the Owner. Except as otherwise
provided, sampling and testing of all materials and the laboratory methods and testing equipment shall be in
accordance with the latest standards and tentative methods of the American Society for Testing Materials
(ASTM).
D. Where additional or specified information concerning testing methods, sample sizes, etc., is required, such
information is included under the applicable sections of the Specifications. Any modification of, or
elaboration on these test procedures (which may be included for specific materials under their respective
sections in the Specifications) shall take precedence over these procedures.
1.2 OWNER'S RESPONSIBILITIES
A. Owner shall be responsible for and shall pay all costs in connection with testing for the following:
1. Soil tests, except those called for under Submittals thereof.
2. Tests not called for by the Specifications of materials delivered to the site but deemed necessary by
Owner.
3. Concrete tests, except those called for under Submittals thereof.
4. Asphalt tests, except those called for under Submittals thereof.
1.3 CONTRACTOR'S RESPONSIBILITIES
A. In addition to those inspections and tests called for in the General Conditions, the Contractor shall also be
responsible for and shall pay all costs in connection with testing required for the following:
1. All performance and field testing specifically called for by the specifications.
2. All re-testing for Work or materials found defective or unsatisfactory, including tests covered under
section 1.2 above.
3. All minimum call out charges or stand by time charges from the tester due to the Contractor's failure to
pave, pour, or fill on schedule for any reason except by action of the Engineer.
B. Contractor shall notify the Project Engineer 48 hours prior to performing an operation that would require
testing.
Harmony and Ziegler Road Improvements Date: May 14, 2007
General Reqs. - 13
1.4 CONTRACTOR'S QUALITY CONTROL SYSTEM
A. General: The Contractor shall establish a quality control system to perform sufficient inspection and tests
of all items of Work, including that of his subcontractors, to ensure conformance to the functional
performance of this project. This control shall be established for all construction except where the Contract
Documents provide for specific compliance tests by testing laboratories or engineers employed by the
Owner. The Contractor’s control system shall specifically include all testing required by the various
sections of these Specifications.
B. Superintendence: The Contractor SHALL employ a full time Superintendent to monitor and coordinate
all facets of the Work. Superintendent shall be on site when work is in progress (i.e. weekend work). The
Superintendent shall have adequate experience to perform the duties of Superintendent.
C. Quality Control: Contractor's quality control system is the means by which he assures himself that his
construction complies with the requirements of the Contract Documents. Controls shall be adequate to
cover all construction operations and should be keyed to the proposed construction schedule.
D. Records: Maintain correct records on an appropriate form for all inspections and tests performed,
instructions received from the Engineer and actions taken as a result of those instructions. These records
shall include evidence that the required inspections or tests have been performed (including type and
number of inspections or test, nature of defects, causes for rejection, etc.) proposed or directed remedial
action, and corrective action taken. Document inspections and tests as required by each section of the
Specifications. Provide copies to the Engineer weekly.
END OF SECTION
Harmony and Ziegler Road Improvements Date: May 14, 2007
General Reqs. - 14
SECTION 01510
TEMPORARY UTILITIES
1.1 UTILITIES
A. Furnish all utilities necessary for construction.
B. The Contractor will be responsible for furnishing water in reasonable amounts for execution of the
work. The Contractor shall coordinate and schedule with the Owners’ Field Representative for the Elco
Water District to select the appropriate fire hydrant and set the hydrant meter.
C. Make arrangements with Owner as to the amount of water required and time when water will be needed.
1. Owner will fix the place, time, rate and duration of each withdrawal from the distribution system.
2. Unnecessary waste of water will not be tolerated.
D. Furnish necessary water trucks, pipes, hoses, nozzles, and tools and perform all necessary labor.
1. Only Owner shall operate existing valves and hydrants.
1.2 SANITARY FACILITIES
A. Contractor shall furnish temporary sanitary facilities at each site for the needs of construction workers and
others performing work or furnishing services on the Project. Furnish a minimum of two portable toilets at
the trailers (if office trailers are required) and a minimum of one at each project work site or as required to
accommodate the number of personnel working on site.
B. Contractor shall properly maintain sanitary facilities of reasonable capacity throughout construction
periods.
C. Contractor to enforce the use of such sanitary facilities by all personnel at the site.
D. Place facilities out of public view using the greatest practical extent.
END OF SECTION
Harmony and Ziegler Road Improvements Date: May 14, 2007
General Reqs. - 15
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 7:00 p.m. and 7:00 a.m. Due to the
aggressive schedule that this project entails, exceptions will be made. The City of Fort Collins will require
written requests for exception to be submitted to the Project Engineer 3 days prior to work.
1.2 DUST CONTROL
A. Dusty materials in piles or in transit shall be covered when necessary to prevent blowing.
B. Earth and road surfaces subject to dusting due to construction activities and detouring of traffic shall be
kept moist with water or by application of a chemical dust suppressant. Chemical dust suppressant shall not
be injurious to existing or future vegetation.
C. Dust control within the lime deposit area shall conform to the project’s health and safety plan. At a
minimum, the lime area shall be covered as soon as possible after compaction has been obtained to
minimize surface drying and dust. Dust control for this area may involve multiple watering and/or
continuous watering to maintain a moist surface.
1.3 POLLUTION CONTROL
A. Prevent the pollution of drains and watercourses by sanitary wastes, concrete, sediment, debris and other
substances resulting from construction activities.
1. Retain all spent oils, hydraulic fluids and other petroleum fluids in containers for disposal off the site.
2. Prevent sediment, debris or other substances from entering sanitary sewers, storm drains and culverts.
1.4 EROSION CONTROL
A. Take such measures as are necessary to prevent erosion of soil that might result from construction
activities.
Measures in general will include:
1. Control of runoff
2. Trapping of sediment
3. Minimizing area and duration of soil exposure
4. Temporary materials such as hay bales, sandbags, plastic sheets, riprap or culverts to prevent the
erosion of banks and beds of watercourses or drainage swales where runoff will be increased due to
construction activities.
B. Preserve natural vegetation to greatest extent possible.
C. Locate temporary storage and route construction traffic so as to preserve vegetation and minimize erosion.
Harmony and Ziegler Road Improvements Date: May 14, 2007
General Reqs. - 16
D. Comply with the City of Fort Collins’ Storm Drainage Erosion Control Manual and Plan.
1.5 SECURITY
A. Contractor is responsible for protection of the site and all Work, materials, equipment and existing facilities
thereon, against vandalism.
B. No claim will be made against the Owner by reason of any act of an employee or trespasser, and the
Contractor shall make good all damage resulting from his failure to provide security measures as specified.
C. Security measures will be instituted to protect owners of existing facilities during normal operation, but
will also include such additional security fencing, barricades, lighting, watchman services or other
measures as Contractor feels is required to protect the site.
END OF SECTION
Harmony and Ziegler Road Improvements Date: May 14, 2007
General Reqs. - 17
SECTION 01570
TREE PROTECTION
A. Tree Barriers:
All trees which will be preserved, but are within the limits of construction, must be protected from all
damage associated with construction. A sturdy, physical barrier (fluorescent orange in color) must be fixed
in place around each tree for the duration of construction. This barrier will be placed no closer than six (6)
feet from the trunk, or one-half of the drip line, whichever is greater. The barrier itself must be fixed so it
cannot be moved easily, but the material can be flexible, such as orange safety fence attached to metal T-
posts driven into the ground, but must act as an effective deterrent to deliberate or accidental damage of
each tree. The Project Engineer or Manager must approve actual materials and location of barrier.
The movement or storage of equipment, material, debris, or fill within these required protective barriers is
completely prohibited.
In situations where the construction will come closer to a tree than six (6) feet, the orange barrier must still
be erected. However, additional padding must be placed around the trunk of each tree starting at ground
level and proceeding up the trunk to a height of six or seven feet. Padding should be a minimum eight (8)
inches thick, and made of a material strong enough to protect the bark from accidental impacts with hand
tools or power equipment.
B. Accidental Poisoning:
During the construction, the Contractor shall not cause, or permit the cleaning of equipment or material
within the root zone of any tree. The Contractor shall not store or dispose of waste material including, but
not limited to; paints, solvents, asphalt, concrete, mortar, or any other material harmful to the life of a tree,
within the root zone of each tree, or group of trees.
C. Root Pruning Specifications:
When the cutting of tree roots is necessary, each final cut must be made as cleanly as possible for all roots
over three (3) inches in diameter using the following method:
1. The line of excavation will be drawn out and appropriate excavation equipment used to clear the area
at least six inches in front of the actual finished excavation line. Roots can then be cut using tools such
as axes, stump grinders, or trenchers.
2. Each root over three (3) inches in diameter will then be cut cleanly back to the excavation line using
stump grinder operated by an experienced licensed arborist. A sharp hand or bow saw is acceptable for
roots under three (3) inches in diameter. Axes and trenchers do not cut roots cleanly and will not be
used for final root cuts.
D. Contractor shall coordinate with the Owners’ Field Representative prior to and during the tree
protection erection and root pruning activities. Owners’ Field Representative, at his/her opinion,
will contact the City Forester and/or City Arborist for advice and approval of the tree protection
measures taken by the Contractor and also the City’s advice and approval during the root pruning
activities.
E. No damaging attachments, wires, signs, permits or other objects may be fastened by any means to
any tree preserved on this project.
Harmony and Ziegler Road Improvements Date: May 14, 2007
General Reqs. - 18
F. Violation of Specifications and Penalties for Damaging Trees:
Any violation of these specifications will lead to penalties based on the type of violation and/or the
resulting damages, and may be grounds for the termination of this contract.
The penalties will be assessed based on the amount of damage done and the total value of that tree, or
group of trees, prior to the damage. The minimum penalty will be $100.00. Penalties for any damage will
be based on the total value of the tree as determined by the City Forestry Division staff and the severity of
the damage as a proportion of the total value of that tree. This could include up to the full value of the tree.
As an example, there are two American Elm trees to be preserved on another project. They are
valued at $7,960 and $6,667 for the south and north trees respectively. The south tree is
approximately 100 inches in circumference; therefore each inch is worth one-hundredth of the
value, or $79.60 per inch. Similarly, the north tree is 91 inches in circumference, making each
inch worth $73.26. To extend this to penalties paid, if one inch of the bark on the south tree is
scuffed, the penalty would be $100 (the minimum allowed); if two inches are damaged, the penalty
would be $159.20 and so on up to 50% of the circumference of the trunk. If 50% or more is
damaged, the full value of the tree will be assessed as a penalty. (This example serves to illustrate
how damages will be assessed).
This method of assessing penalties will be applicable to all trees not marked for removal on the
project, accidental poisoning and improper pruning.
END OF SECTION
Harmony and Ziegler Road Improvements Date: May 14, 2007
General Reqs. - 19
SECTION 01580
TRAFFIC REGULATION
1.1 TRAFFIC CONTROL
A. The traffic control for this project shall be the responsibility of the Contractor. Traffic control is
defined as the manpower and devices necessary to channelize vehicular and pedestrian traffic through the
project. A full-time Traffic Control Supervisor will be required on the project during all construction
operations.
B. The Contractor and/or Traffic Control Contractor must submit traffic control plans and coordinate all traffic
control with the City's Traffic Control Coordinator. The traffic control plans must be submitted and
approved 72 hours prior to starting construction and before making each modification.
C. Conformance: City of Fort Collins Work Area Traffic Control Handbook, Manual of Uniform Traffic
Control Devices (U.S. Dept. of Transportation), or applicable statutory requirements of authority having
jurisdiction.
D. The traffic access/control plan limitations for handling traffic for these projects are described below.
Harmony Road: The City of Fort Collins will allow the West-Bound Harmony Road traffic to be diverted
to the East-Bound travel lanes, thus maintaining one-lane in each direction on the South
side of Harmony Road. This closure will only be allowed for 35 calendar days. The
limits of this closure are ¼ mile east of Harmony Ziegler to ¼ mile west of Corbett Drive.
The closure will need to be approved by the City of Fort Collins Traffic Control
Coordinator.
Harmony Road: Single lane closures will be allowed for construction of the new lane additions and
median installations. These will be for both Eastbound and West Bound traffic.
Zeigler Road: The City of Fort Collins will allow the North Bound and South Bound through movements
and left turn movements to be closed at the Harmony/Ziegler intersection until August
19, 2007. When possible, the City will require right turn movements to be allowed onto
Ziegler and/or Harmony. The closure will need to be approved by the City of Fort
Collins Traffic Control Coordinator
Zeigler Road: Single lane closures will be allowed for construction of the new lane additions and median
installations. These will be for both Northbound and Southbound traffic.
Local
Residential
Access: Local access must be maintained at all times. City of Fort Collins will coordinate with the
developers so access can be kept open.
Any modifications to the traffic control plan must be approved by the City’s Traffic Control
Coordinator and the Engineer.
E. Vehicle, bike and pedestrian access to all side streets and private drives shall be maintained at all times.
The Contractor will develop an access control plan in coordination with adjacent property owners, and
submit it in conjunction with the traffic control plan to the Engineer for approval prior to the start of any
Work. Pedestrian traffic shall be maintained at all times, utilizing temporary sidewalks when necessary.
Harmony and Ziegler Road Improvements Date: May 14, 2007
General Reqs. - 20
F. The Contractor must work with the adjacent residents to provide and maintain sufficient access for them
during the duration of the project. It will be the Contractors responsibility to coordinate and communicate
with the residents during construction.
G. The Contractor must maintain, at their cost, access to all businesses during their business hours. It will be
the Contractors responsibility to coordinate and communicate with the businesses during construction.
H. The Contractor shall keep traffic areas free of excavated material, construction equipment, pipe, and
other materials and equipment.
I. The Contractor shall keep fire hydrants and utility control valves free from obstruction and available for
use at all times.
J. The Contractor shall provide and maintain, at their cost, temporary driveway approaches on driveways
open to traffic at all times to insure that the approaches are smooth, compacted, and will not prohibit or
inhibit the use of the driveway. The driveway approaches must be maintained seven days a week. In the
case of bad weather the Contractor must repair the driveways immediately following the storm and must
work to maintain access during the storm.
1.2 WORK AREA SAFETY
A. The Contractor shall maintain a safe work area and protect area residents, motorists, bicyclists, pedestrians,
and children from work area hazards.
B. The Contractor shall provide all work area safety control devices, such as barricades and safety fence
around all excavations and drop-offs.
C. Work area safety control devices will not be paid for separately. Cost for this equipment should be
included in the lump sum cost for the work items which will require work area safety control devices.
1.3 PARKING
A. Provide suitable parking areas for the use of all construction workers and others performing work or
furnishing services in connection with the Project so as to avoid interference with public traffic, Owner's
operations, or construction activities.
END OF SECTION
Harmony and Ziegler Road Improvements Date: May 14, 2007
General Reqs. - 21
SECTION 01700
CONTRACT CLOSEOUT
1.1 SUBSTANTIAL COMPLETION
A. Substantial Completion for the Harmony and Ziegler Road Improvements – Front Range Development
Project shall be defined as the completion of all earthwork, pavement, concrete work, striping, signage,
landscaping, and any other pertinent items as required for this project. All driving lanes, bicycle lanes and
sidewalks must be open to traffic.
B. Substantial Completion dates or times are outlined in Section 00520 - Agreement.
1.2 FINAL COMPLETION
A. Final Completion shall be defined as the completion of all Work including cleanup, Project Record
Documents shall be turned over to the Owner, all punch list items completed, and all processing of all
change orders. The Work must be ready for final payment and acceptance.
B. Final Completion will be subject to the terms outlined in Section 00520 - Agreement.
END OF SECTION
Harmony and Ziegler Road Improvements Date: May 14, 2007
General Reqs. - 22
SECTION 01711
SITE CLEANUP
1.1 GENERAL
A. Execute cleanup, during progress of the Work, and at completion of the Work.
B. Adequate cleanup will be a condition for recommendation of progress payments.
1.2 DESCRIPTION
A. Store volatile wastes in covered metal containers and dispose off site.
B. Provide on-site covered containers for the collection of waste materials, debris and rubbish.
C. Neatly store construction materials, such as concrete forms, when not in use.
D. Broom clean adjacent paved surfaces and rake other adjacent surfaces.
E. The streets adjacent to the construction area shall be cleaned of debris generated by the project by the
Contractor at the earliest opportunity, but in no case shall the street be left uncleaned after the completion
of the day's work. It shall be the Contractor's responsibility to provide the necessary equipment and
materials to satisfactorily clean the roadway at no additional cost to the project. The City's Street
Department will sweep the street at an approximate hourly rate of $70.00 for a minimum of 2 hours. The
Contractor must sign a Contract with the City Street Department prior to requesting street sweeping.
If the streets are not cleaned by the Contractor within 24 hours after having been given notice from
the Project Engineer, the Project Engineer will have the Streets Department sweep the streets at the
rates listed above and will back charge the Contractor for expenses incurred.
1.3 DISPOSAL
A. Wastes shall not be buried or burned on the site or disposed of into storm drains, sanitary sewers, streams
or waterways.
B. Remove waste materials, clearing materials, demolition materials, unsuitable excavated materials, debris
and rubbish from the site at least weekly and dispose of at disposal areas furnished by Contractor away
from the site.
END OF SECTION
Harmony and Ziegler Road Improvements Date: May 14, 2007
General Reqs. - 23
SECTION 01720
PROJECT RECORD DOCUMENTS
1.1 GENERAL
A. Maintain at the site one record copy of:
1. Documents and samples called for in General Conditions 6.19.
2. Field Test Records.
3. Certificates of compliance.
1.2 MAINTENANCE OF DOCUMENTS AND SAMPLES
A. File documents and samples in accordance with the specifications section numbers.
B. Maintain documents and samples in a clean, dry, legible condition and in good order. Do not use record
documents for construction purposes.
1.3 RECORDING
A. Label each document "PROJECT RECORD" in neat large printed letters.
B. Record information concurrently with construction progress.
1. Do not cover Work until required information is recorded.
C. Marking of Project Records.
1. Legible and with a dark pen or pencil.
2. Ink shall not be water based or subject to easy smearing.
D. Mark Drawings to record actual construction.
1. Field dimensions, elevations, and details.
2. Changes made by a Modification.
3. Details not on original Drawings.
4. Horizontal and vertical locations of underground utilities and appurtenances referenced to a minimum
of three permanent surface improvements.
5. Depths of various elements in relation to project datum.
6. Location of utilities and appurtenances concealed in the construction, referenced to visible and
accessible features of the structure.
1.4 SUBMISSION
A. Accompany submittal with transmittal letter in duplicate containing:
1. Date.
2. Project title and number.
3. Contractor's names, address, and telephone number.
4. Index containing title and number of each Record Document.
5. Signature of Contractor or his authorized representative.
END OF SECTION
Harmony and Ziegler Improvements May 14, 2007
Irrigation Specs - 1
DIVISION 2 - SITEWORK
SECTION 02810
IRRIGATION
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
Furnish all labor, materials, supplies, equipment, tools and transportation, and perform all operations in connection
with and reasonably incidental to the complete installation of the irrigation system, and guarantee/warranty as
shown on the drawings, the installation details, and as specified herein. Items of work specifically included are:
A. Procurement of all applicable licenses, permits, and fees including payment of all development, plant
investment, or any other fees and permits associated with the purchase and installation of the tap.
B. Coordination of Utility Locates (“Call Before You Dig”).
C. Excavation, installation, and backfill of tap into municipal water line.
D. Excavation, installation, and backfill of water meter and vault.
E. Verification of existing static pressure.
F. Maintenance period.
G. Sleeving for irrigation pipe.
1.02 WORK NOT INCLUDED
Items of work specifically excluded or covered under other sections are:
A. Provision and connection of electrical power supply to the irrigation control system.
1.03 RELATED WORK
A. Division 2 - Site Work:
1. Section 02920 - Fine Grading and Soil Preparation.
2. Section 02931 - Seeding.
3. Section 02950 - Trees, Plants and Ground Cover.
1.04 SUBMITTALS
A. Deliver four (4) copies of all required submittals to the Owner’s Representative within 15 days from the
date of Notice to Proceed.
B. Materials List: Include pipe, fittings, mainline components, water emission components, control system
components. Quantities of materials need not be included.
C. Manufacturers' Data: Submit manufacturers' catalog cuts, specifications, and operating instructions for
equipment shown on the materials list.
Harmony and Ziegler Improvements May 14, 2007
Irrigation Specs - 2
D. Shop Drawings: Submit shop drawings called for in the installation details. Show products required for
proper installation, their relative locations, and critical dimensions. Note modifications to the installation
detail.
E. Project Record Drawings: Submit project record (as-built) drawings to Owner prior to commencement of
maintenance period (refer to specification section 3.11 for specific requirements).
1.05 RULES AND REGULATIONS
A. Work and materials shall be in accordance with the latest edition of the National Electric Code, the
Uniform Plumbing Code as published by the Western Plumbing Officials Association, and applicable laws
and regulations of the governing authorities.
B. When the contract documents call for materials or construction of a better quality or larger size than
required by the above-mentioned rules and regulations, provide the quality and size required by the
contract documents.
C. If quantities are provided either in these specifications or on the drawings, these quantities are provided for
information only. It is the Contractor's responsibility to determine the actual quantities of all material,
equipment, and supplies required by the project and to complete an independent estimate of quantities and
wastage.
1.06 TESTING
A. Notify the Owner’s Representative three days in advance of testing.
B. Pipelines jointed with solvent-welded PVC joints shall be allowed to cure at least 24 hours before testing.
C. Subsections of mainline pipe may be tested independently, subject to the review of the Owner’s
Representative.
D. Furnish clean, clear water, pumps, labor, fittings, and equipment necessary to conduct tests or retests.
E. Hydrostatic Pressure Test:
1. Subject mainline pipe to a hydrostatic pressure of 150 PSI for two hours. Test with mainline
components installed. A 2 PSI pressure variation is allowed. Backfill to prevent pipe from moving
under pressure. Expose couplings and fittings.
2. Leakage will be detected by visual inspection. Replace defective pipe, fitting, joint, valve, or
appurtenance. Repeat the test until the pipe passes test.
3. Cement or caulking to seal leaks is prohibited.
F. Operational Test:
1. Activate each remote control valve in sequence from controller. The Owner’s Representative will
visually observe operation, water application patterns, and leakage.
2. Replace defective remote control valve, solenoid, wiring, or appurtenance to correct operational
deficiencies.
3. Replace, adjust, or move water emission devices to correct operational or coverage deficiencies.
4. Replace defective pipe, fitting, joint, valve, sprinkler, or appurtenance to correct leakage problems.
Cement or caulking to seal leaks is prohibited.
5. Repeat test(s) until each lateral passes all tests.
1.07 CONSTRUCTION REVIEW
Harmony and Ziegler Improvements May 14, 2007
Irrigation Specs - 3
The purpose of on-site reviews by the Owner’s Representative is to periodically observe the work in progress and
the Contractor's interpretation of the construction documents and to address questions with regards to the
installation.
A. Scheduled reviews such as those for irrigation system layout or testing should be scheduled with the
Owner’s Representative as required by these specifications.
B. Impromptu reviews may occur at any time during the project.
C. Final review will occur at the completion of the irrigation system installation and Record (As-Built)
Drawing submittal.
1.08 GUARANTEE / WARRANTY AND REPLACEMENT
The purpose of this guarantee/warranty is to insure that the Owner receives irrigation materials of prime quality,
installed and maintained in a thorough and careful manner.
A. For a period of one year from commencement of the formal maintenance period, guarantee/warranty
irrigation materials, equipment, and workmanship against defects. Fill and repair depressions. Restore
landscape or structural features damaged by the settlement of irrigation trenches or excavations. Repair
damage to the premises caused by a defective item. Make repairs within seven days of notification from
the Owner’s Representative.
B. Contract documents govern replacements identically as with new work. Make replacements at no
additional cost to the contract price.
C. Guarantee/warranty applies to originally installed materials and equipment and replacements made during
the guarantee/warranty period.
END OF SECTION
Harmony and Ziegler Improvements May 14, 2007
Irrigation Specs - 4
PART 2 - MATERIALS
2.01 QUALITY
Use materials which are new and without flaws or defects of any type, and which are the best of their class and
kind.
2.02 SUBSTITUTIONS
Pipe sizes referenced in the construction documents are minimum sizes, and may be increased at the option of the
Contractor.
2.03 IRRIGATION TAP AND WATER METER
A. Provide materials required by local codes for installation of the municipal water tap and associated piping.
B. Provide materials required by local code for installation of the water meter and vault and associated piping.
2.04 SLEEVING
A. Sleeving beneath drives and streets shall be PVC Class 200 pipe with solvent welded joints.
B. Sleeving diameter: equal to twice that of the pipe or wiring bundle.
2.05 PIPE AND FITTINGS
A. Mainline Pipe and Fittings:
1. Use rigid, unplasticized polyvinyl chloride (PVC) 1120, 1220 National Sanitation Foundation (NSF)
approved pipe, extruded from material meeting the requirements of Cell Classification 12454-A or
12454-B, ASTM Standard D1784, with an integral belled end.
2. Use Class 200, SDR-21, rated at 200 PSI, conforming to the dimensions and tolerances established by
ASTM Standard D2241. Use PVC pipe rated at higher pressures than Class 200 in the case of small
nominal diameters which are not manufactured in Class 200.
3. Use solvent weld pipe for mainline pipe with a nominal diameter less than 3-inches or where a pipe
connection occurs in a sleeve. Use Schedule 40, Type 1, PVC solvent weld fittings conforming to
ASTM Standards D2466 and D1784. Use primer approved by the pipe manufacturer. Solvent cement
to conform to ASTM Standard D2564.
B. Lateral Pipe and Fittings:
1. For drip irrigation laterals downstream of zone control valves, use UV radiation resistant polyethylene
pipe manufactured from Prime Union Carbide G-resin 7510 Natural 7 manufactured by Union Carbide
or a Union Carbide Licensee with a minimum of 2% carbon black, and minimum nominal pipe ID
dimension of 0.810" for 3/4 inch pipe.
Use PVC/compression line fittings compatible with the drip lateral pipe. Use tubing stakes to hold
above-ground pipe in place.
C. Specialized Pipe and Fittings:
1. Copper pipe: Use Type "K" rigid conforming to ASTM Standard B88.
Use wrought copper or cast bronze fittings, soldered or threaded per the installation details. Use a
95% tin and 5% antimony solder.
2. Use a dielectric union wherever a copper-based metal (copper, brass, bronze) is joined to an iron-
based metal (iron, galvanized steel, stainless steel).
Harmony and Ziegler Improvements May 14, 2007
Irrigation Specs - 5
3. Assemblies calling for pre-fabricated double swing joints shall utilize LASCO Unitized swing joints or
approved equal. Swing joints shall be rated at 315 psi, and use O-ring and street elbow construction.
4. Assemblies calling for threaded pipe connections shall utilize PVC Schedule 80 nipples and PVC
Schedule 80 threaded fittings.
5. Joint sealant:
Use only Teflon-type tape pipe joint sealant on plastic threads. Use nonhardening, nontoxic pipe joint
sealant formulated for use on water-carrying pipes on metal threaded connections.
2.06 MAINLINE COMPONENTS
A. Main System Shutoff Valve: As per local practice and in compliance with local code.
B. Winterization Assembly: As per local practice and in compliance with local code.
C. Backflow Prevention Assembly: As presented in the installation details.
D. Quick Coupling Valve Assembly: Double swing joint arrangement as presented in the installation details.
2.07 DRIP IRRIGATION COMPONENTS
A. Remote Control Valve (RCV) Assembly for Drip Laterals: As presented in the installation details. Use
wire connectors and waterproofing sealant to join control wires to solenoid valves. Use standard Christy
I.D. tags with hot-stamped black letters on a yellow background. Install a separate valve box over a 3-inch
depth of 3/4-inch gravel for each assembly.
B. Drip Emitter Assembly:
1. Barb-mounted, pressure compensating emitter device as presented in the installation details. The
device shall be Rain Bird XB-20.
2. Install emitter types and quantities on the following schedule:
a. Ground cover plant: 1 single outlet emitter each or 1 single outlet emitter per square foot of
planting area, whichever is less.
b. Shrub: 2 single outlet emitters each.
c. Tree: 8 single outlet emitters each.
3. Use 1/4-inch diameter flexible plastic tubing to direct water from emitter outlet to emission point.
Length of emitter outlet tubing shall not exceed five feet. Secure emitter outlet tubing with tubing
stakes.
C. Flush Cap Assembly: as presented in the installation details. Locate at the end of each drip irrigation
lateral pipe. Install a separate valve box over a 3-inch depth of 3/4-inch gravel for each assembly.
2.08 CONTROL SYSTEM COMPONENTS
A. Irrigation Controller Unit:
1. Rain Bird UNIK Battery-operated controller with one (1) field transmitter for the project, and one 1)
control module for each remote control valve on the project.
2.09 OTHER COMPONENTS
A. Tools and Spare Parts: Provide operating keys, servicing tools, test equipment, other items, and spare parts
indicated in the General Notes of the drawings.
END OF SECTION
Harmony and Ziegler Improvements May 14, 2007
Irrigation Specs - 6
PART 3 - EXECUTION
3.01 INSPECTIONS AND REVIEWS
A. Site Inspections:
1. Verify site conditions and note irregularities affecting work of this section. Report irregularities to the
Owner’s Representative prior to beginning work.
2. Beginning work of this section implies acceptance of existing conditions.
3. Contractor will be held responsible for coordination between landscape and irrigation system
installation.
4. Landscape material locations shown on the Landscape Plan shall take precedence over the irrigation
system equipment locations. If irrigation equipment is installed in conflict with the landscape material
locations shown on the Landscape Plan, the Contractor will be required to relocate the irrigation
equipment, as necessary, at Contractor’s expense.
B. Utility Locates ("Call Before You Dig"):
1. Arrange for and coordinate with local authorities the location of all underground utilities.
2. Repair any underground utilities damaged during construction. Make repairs at no additional cost to
the contract price.
C. Irrigation System Layout Review: Irrigation system layout review will occur after the staking has been
completed. Notify the Owner’s Representative two days in advance of review. Modifications will be
identified by the Owner’s Representative at this review.
3.02 LAYOUT OF WORK
A. Stake out the irrigation system. Items staked include: pipe, control valves, and isolation valves.
B. Install all mainline pipe and mainline components inside of project property lines.
3.03 EXCAVATION, TRENCHING, AND BACKFILLING
A. Excavate to permit the pipes to be laid at the intended elevations and to permit work space for installing
connections and fittings.
B. Minimum cover (distance from top of pipe or control wire to finish grade):
1. 18-inch over mainline pipe.
2. 3-inch minimum mulch cover over drip lateral pipe in planting beds downstream of drip system zone
control valves.
3. PVC UV radiation resistant lateral pipe shall be installed directly on the soil surface.
C. Backfill only after lines have been reviewed and tested.
D. Excavated material is generally satisfactory for backfill. Backfill shall be free from rubbish, vegetable
matter, frozen materials, and stones larger than 2-inches in maximum dimension. Remove material not
suitable for backfill. Backfill placed next to pipe shall be free of sharp objects which may damage the pipe.
Stones larger than 1-inch maximum dimension are not permitted in first (deepest) 6-inches of backfill.
E. Backfill unsleeved pipe in either of the following manners:
1. Backfill and puddle the lower half of the trench. Allow to dry 24 hours. Backfill the remainder of the
Harmony and Ziegler Improvements May 14, 2007
Irrigation Specs - 7
trench in 6-inch layers. Compact to density of surrounding soil.
2. Backfill the trench by depositing the backfill material equally on both sides of the pipe in 6-inch layers
and compacting to the density of surrounding soil.
F. Enclose pipe beneath roadways, walks, curbs, etc. in sleeves. Minimum compaction of backfill for sleeves
shall be 95% Standard Proctor Density, ASTM D698-78. Conduct one compaction test for each sleeved
crossing less than 50 feet long. Conduct two compaction tests for each sleeved crossing greater than 50
feet long. Costs for such testing and any necessary retesting shall be borne by the Contractor. Use of water
for compaction around sleeves, "puddling", will not be permitted.
G. Dress backfilled areas to original grade. Dispose of excess backfill off site.
H. Where utilities conflict with irrigation trenching and pipe work, contact the Owner’s Representative for
trench depth adjustments.
3.04 IRRIGATION TAP AND WATER METER
A. Install the municipal water tap and associated piping materials in conformance with local regulations.
B. Install the water meter and vault and associated piping in conformance with local regulations.
3.05 SLEEVING AND BORING
A. Install sleeving at a depth which permits the encased pipe to remain at the specified burial depth.
B. Extend sleeve ends six inches beyond the edge of the paved surface. Cover pipe ends and mark with
stakes. Mark concrete with a chiseled "x" at sleeve end locations.
C. Bore for sleeves under obstructions which cannot be removed. Employ equipment and methods designed
for horizontal boring.
3.06 ASSEMBLING PIPE AND FITTINGS
A. General:
1. Keep pipe free from dirt and pipe scale. Cut pipe ends square and debur. Clean pipe ends.
2. Keep ends of assembled pipe capped. Remove caps only when necessary to continue assembly.
B. Mainline Pipe and Fittings:
1. Use only strap-type friction wrenches for threaded plastic pipe.
2. PVC Solvent Weld Pipe:
a. Use primer and solvent cement. Join pipe in a manner recommended by the manufacturer and in
accordance with accepted industry practices.
b. Cure for 30 minutes before handling and 24 hours before allowing water in pipe.
c. Snake pipe from side to side within the trench.
3. Fittings: The use of cross type fittings is not permitted.
4. UV Radiation Resistant Polyethylene Pipe:
a. Join pipe in the manner recommended by manufacturer and in accordance with accepted industry
practices.
b. Snake pipe from side to side within the trench, on the soil surface, and hold in place with tubing
stakes spaced every five feet.
5. Fittings: The use of cross type fittings is not permitted.
C. Specialized Pipe and Fittings:
Harmony and Ziegler Improvements May 14, 2007
Irrigation Specs - 8
1. Copper Pipe:
a. Buff surfaces to be joined to a bright finish. Coat with solder flux.
b. Solder so that a continuous bead shows around the joint circumference.
2. Insert a dielectric union wherever a copper-based metal (copper, brass, bronze) and an iron-based
metal (iron, galvanized steel, stainless steel) are joined.
3. Pre-fabricated double swing joints: Install per manufacturer's recommendations.
4. Low Density Polyethylene Hose: Install per manufacturer's recommendations.
5. PVC Threaded Connections:
a. Use only factory-formed threads. Field-cut threads are not permitted.
b. Use only Teflon-type tape.
c. When connection is plastic-to-metal, the plastic component shall have male threads and the metal
component shall have female threads.
6. Make metal-to-metal, threaded connections with Teflon-type tape or pipe joint compound applied to
the male threads only.
3.07 INSTALLATION OF MAINLINE COMPONENTS
A. Main System Shut Off Valve: Install where indicated on the drawings.
B. Winterization Assembly: Install where indicated on the drawings.
C. Backflow Prevention Assembly: Install where indicated on the drawings. Install assembly so that its
elevation, orientation, access, and drainage conform to the manufacturer's recommendations and applicable
health codes.
D. Quick Coupling Valve Assembly: Install where indicated on the drawings.
3.08 INSTALLATION OF DRIP IRRIGATION COMPONENTS
A. Remote Control Valve (RCV) Assembly for Drip Laterals:
1. Flush mainline pipe before installing RCV assembly.
2. Locate as shown on the drawings. Wire connectors and waterproof sealant shall be used to connect
control wires to remote control valve wires. Connectors and sealant shall be installed as per the
manufacturer's recommendations.
3. Install only one RCV to valve box. Locate at least 12-inches from and align with nearby walls or
edges of paved areas.
B. Drip Emitter Assembly:
1. Locate as shown on the drawings and installation details.
2. Flush lateral pipe before installing emitter assembly.
3. Cut emitter outlet distribution tubing square.
4. Use tools and techniques recommended by the manufacturer.
C. Flush Cap Assembly: Install at the end of each drip irrigation lateral pipe as shown on the installation
details.
3.09 INSTALLATION OF CONTROL SYSTEM COMPONENTS
A. Irrigation Controller Unit:
1. Install battery-operated controller on underside of each remote control valve box cover with velcro
strapping.
Harmony and Ziegler Improvements May 14, 2007
Irrigation Specs - 9
2. Make wiring connection per manufacturer’s recommendation.
3.10 INSTALLATION OF OTHER COMPONENTS
A. Tools and Spare Parts:
1. Prior to the Pre-Maintenance Review, supply to the Owner operating keys, servicing tools, test
equipment, and any other items indicated on the drawings.
2. Prior to Final Review, supply to the Owner the spare parts indicated in the General Notes on the
drawings.
B. Other Materials: Install other materials or equipment shown on the drawings or installation details to be
part of the irrigation system, even though such items may not have been referenced in these specifications.
3.11 PROJECT RECORD (AS-BUILT) DRAWINGS
A. Maintain on-site and separate from documents used for construction, one complete set of contract
documents as Project Documents. Keep documents current. Do not permanently cover work until as-built
information is recorded.
B. Record pipe and wiring network alterations. Record work which is installed differently than shown on the
construction drawings. Record accurate reference dimensions, measured from at least two permanent
reference points, of each irrigation system valve, each backflow prevention device, each sleeve end, and
other irrigation components enclosed within a valve box.
C. Prior to Final Review, purchase from the Owner’s Representative a reproducible mylar copy of the
drawings. Using technical drafting pen, duplicate information contained on the project drawings
maintained on site. Label each sheet "Record Drawing". Completion of the Record Drawings will be a
prerequisite for the Final Review.
3.12 MAINTENANCE
A. Upon completion of Final Review, maintain irrigation system for a duration of 2 years. Make periodic
examinations and adjustments to irrigation system components so as to achieve the most desirable
application of water.
B. Following completion of the Contractor's maintenance period, the Owner will be responsible for
maintaining the system in working order during the remainder of the guarantee/warranty period, for
performing necessary minor maintenance, for trimming around sprinklers, for protecting against
vandalism, and for preventing damage during the landscape maintenance operation.
3.13 CLEAN-UP
A. Upon completion of work, remove from the site all machinery, tools, excess materials, and rubbish.
END OF SECTION
Harmony and Ziegler Improvements May 14, 2007
Planting Specs - 1
DIVISION 2 SITEWORK
SECTION 2900
LANDSCAPE PLANTING
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
The general provisions of the contract, including General and Supplementary Conditions and Division 1, General
Requirements, apply to the work specified in this Section.
1.02 DESCRIPTION OF WORK
A. Furnish all labor, materials, supplies, equipment, tools and transportation, and perform all operations in
connection with and reasonably incidental to complete installation of the planting and guarantee as shown
on the drawings and as specified herein. The work shall include, but not be limited to the following:
1. Procurement of all applicable licenses, permits, and fees.
2. Determination of utility locations prior to construction.
3. Site inspection.
4. Planting of trees, shrubs, perennials, and turf installation.
5. Soil Preparation and Fine Grading.
6. Staking and guying of trees.
7. Mulching of all trees and shrubs.
8. Cleanup, inspection, and approval.
9. Guarantee of all plantings.
10. Maintenance.
11. All work of every description mentioned in the Drawings and Specifications and/or Addenda
thereto.
B. Related Work Specified Under Other Sections: Consult all other Sections, determine the extent and
character of related work, and properly coordinate work specified herein with that specified elsewhere to
produce a finished, workmanlike installation.
1.03 PROTECTION OF EXISTING FEATURES
A. Protect all existing site development including, but not limited to, existing buildings, equipment,
underground utilities, walls, walks, roads, materials, trees, etc. Any existing site development damaged by
willful or negligent acts of the Contractor, Sub-Contractor or any of the employees shall be replaced or
repaired at no cost to the Owner and in a manner satisfactory to the Owner’s Representative before project
acceptance is given.
B. The above provision applies to on-site damage as well as to that which may occur to adjacent properties.
C. Until the project has been accepted, erect and maintain shoring, barricades, guards, warning lights and
lights as necessary or required for the protection of the public, the work and the workers.
1.04 SUBMITTALS
A. Submit duplicate samples and manufacturer’s guaranteed analysis of the following items and such other
materials as may be required by the Owner’s Representative and obtain written approval there of before
Harmony and Ziegler Improvements May 14, 2007
Planting Specs - 2
beginning fabrication or delivery of material to the project site. Finished work shall match approved
samples.
a. Soil amendments and mulch materials.
b. Tree ties and guying materials.
c. Fertilizers
1.05 ANALYTICAL TESTS
Submit 2 copies of an analytical test, performed by certified soil laboratory, demonstrating compliance with these
specifications for the composted manure and peat moss.
1.06 INSPECTIONS
A. Pre-Planting Inspection:
1. All plant materials must be inspected at the place of growth and/or on the project site before planting
commences. Plants shall be inspected for size, variety, condition, defects or injury. The Owner’s
Representative reserves the right to reject unsatisfactory plant material at any time during the work.
2. Notify the Owner’s Representative of the source of material no later than 30 days after award of the
contract.
3. All fertilizers, pre-mixed backfill mixes, mulches and soil amendments will be inspected at the site by
the Owner’s Representative before they are used in planting operations.
B. Planting Inspections:
1. Owner’s Representative shall inspect the staked location of all trees prior to the planting of those trees.
2. Owner’s Representative shall inspect container stock with said plants set on the ground at the
proposed locations before digging commences.
C. Pre-Maintenance Inspection:
1. As soon as all planting is completed, the Owner’s Representative upon request of the Contractor will
hold a planting review and preliminary inspection to determine the condition of the plantings.
2. The Contractor shall have all planting areas free of weeds and neatly cultivated. Irrigation systems
shall be fully operational with all heads properly adjusted. All debris and litter shall be cleaned up
and walkways, curbs and roads shall be cleared of all soil and debris. The inspection shall not occur
until these conditions are met.
3. If, after the inspection, the Owner’s Representative is of the opinion that all work has been performed
as per the contract documents, and that all plant materials are in satisfactory growing condition, he
will give the Contractor written notice of acceptance.
4. Work requiring corrective action in the judgment of the Owner’s Representative shall be performed
within ten (10) days. Corrective work and materials replacement shall be in accordance with the
contract documents, and shall be made by the Contractor at no cost to the Owner.
D. Final Inspection:
1. At the completion of the two growing season maintenance period, the final inspection shall be
performed.
2. If, after the inspection, the Owner’s Representative is of the opinion that all work has
been performed as per the contract documents, and that all plant materials are in satisfactory growing
condition, he will give the Contractor written notice of acceptance and completion of the formal
maintenance period.
3. Final approval will not be given until all deficiencies are corrected.
Harmony and Ziegler Improvements May 14, 2007
Planting Specs - 3
1.07 GUARANTEE
A. Guarantee trees, shrubs, ground covers and other plant material to root, thrive and be free from defects from
any cause for two years of acceptance from the final acceptance by the owner.
B. Any trees or other plant materials that die back and lose the form and size originally specified shall be
replaced, even though they have taken root and are growing after the dieback.
C. Within 15 days of written notification by the Owner, remove and replace all guaranteed plant
materials which, for any reason, fail to meet requirement of guarantee. Replacement planting for
trees shall be done in the spring planting season only, except as approved otherwise. Replacements shall be
made to same specifications required for original materials and shall carry
the same guaranty from the time they are replaced.
D. Plants shall be planted only when weather and soil conditions permit and in accordance with locally
accepted practices, and as approved by the owner's representative.
E. Trees shall be planted in same growing season as they were dug.
END OF SECTION
Harmony and Ziegler Improvements May 14, 2007
Planting Specs - 4
PART 2 - PRODUCTS
2.01 TREES, SHRUBS, AND GROUND COVERS
A. Quantities: Plant material shall be furnished in quantities required to complete work as indicated on the
Drawings and shall be of species, kinds, sizes, etc., specified.
B. Nomenclatures: Plant names listed on Drawings conform to standardized plant names established by the
American Joint Committee on Horticulture Nomenclature, except that for names not covered therein, the
established custom of the nursery trade is followed.
C. Quality: Plants shall be symmetrical and typical for species and variety. Plants shall be sound, healthy,
vigorous, free from disease and insect pests or their eggs. All plant material shall conform to the
requirements of the Colorado Nursery Act of 1965, Title 35, Article 26, CRS1973.
D. Digging, wrapping, and handling: Plants shall be dug and prepared for shipment in a manner that will not
cause damage to branches, shape and future development after planting.
E. Balled and burlapped plants: Shall be nursery grown stock adequately balled with firm, natural balls of soil
in sizes and ratios conforming to the Colorado Nursery Act as cited above. Balls shall be firmly wrapped
with non-treated burlap, secured with wire or jute. Broken balls will not be accepted. Ponderosa Pine may
be field collected with root ball sizes in conformance with the Colorado Nursery Act as cited above.
F. Container grown plants: Shall have been nursery grown in containers and shall have sufficient roots to hold
the entire soil mass together after container removal without being root-bound.
G. Options as to method: If all other requirements are met, a balled and burlapped plant may be substituted
for a container grown plant.
H. Plant protection: Plants shall be handled so that roots are adequately protected at all times from drying out
and from other injury. Protect balls of balled plants, which cannot be planted within 24 hours from
delivery, with soil or other suitable material. Where possible, store plants in the shade. Keep all plant
roots moist before, during, and after planning.
I. Pruning: Trees shall not be pruned, except by City Forestry staff. Dead and broken shoots should be
pruned out of woody shrub material.
J. Substitutions: Will be allowed only when specified material is proved unavailable and only with approval
of the Owner’s Representative. Proposals will be considered for use of nearest equivalent size and variety
with the equitable adjustment to the Contract price.
K. Trees dug and held over from a previous growing season will not be accepted for use.
2.02 SOIL AMENDMENTS/FERTILIZERS/MULCHES
A. Topsoil: imported and on site topsoil (located in stockpile on site) for use in backfill mix. Topsoil to be a
mix of 60% topsoil and 40% organic material mixed well prior to being placed in median. Topsoil shall be
free of all foreign material and screened and ground to eliminate clumps larger than 1" in diameter. Submit
sample for approval to the City of Fort Collins Forestry Representative.
B. Composted Manure: Composted dairy cow or sheep manure: Free from lumps, stones, or other
foreign matter. Free from mineral matter or chemical composition harmful to plant life. Manure
that has received treatment with a bacterial enzyme culture raising the manure temperature to 145
degrees minimum for 3 weeks minimum, aged at least 18 months, yielding a soil amendment with the
following properties:
Harmony and Ziegler Improvements May 14, 2007
Planting Specs - 5
Organic Matter: 35 - 40% (oven-dry basis)
Total Nitrogen: 1.6 - 2.0%
Conductivity: 50.0 EC’s (max)
pH: 7.5 to 8.5
Submit analysis as required by 1.04
C. Peat Moss for annuals and perennials: Free from lumps, stones or other foreign matter. Free from mineral
matter or chemical composition harmful to plant life. Acid reaction of 3 to 5 pH. Shall contain no less than
60% organic matter by weight on an oven-dry basis. Submit analysis as required by 1.04.
D. Fertilizers:
1. Tablets for tree and shrub planting - "The Pill" by Agriform with 20-10-5 analysis, 21 gram size,
Osmocote Sierrablend, 9 month slow release or industry equivalent.
2. Fertilizers for grass, shrub and tree planting shall be commercial type of uniform composition, free
flowing, and conforming to the applicable State and Federal laws. Submit manufacturers guaranteed
analysis as required in 1.03. Guaranteed analysis shall be designed to conform with amendment
requirements given in Part 3, "Execution."
E. Mulch:
1. Bark Mulch: Cedar mulch must be approved by City Parks Division prior to installation.
2.03 SOD
A. Sod: American Sod Producers Association (ASPA) Certified Field Grown grade; Cultivated grass sod; not
less than three improved Kentucky Bluegrass varieties; with strong fibrous root system, free of stones,
burned or bare spots; containing no more than 5 weeds per 1000 square feet. Minimum age of 12 months,
with root development that will support its own weight without tearing, when suspended vertically by
holding the upper two corners.
B. Sod Producer: Company specializing in sod production and harvesting with minimum five years
experience, and certified by the State of Colorado.
C. Certification: Submit sod certification for grass species and location of sod source.
2.04 MATERIALS FOR STAKING AND GUYING
A. Stakes: Metal T-posts painted dark green or black.
B. Ties: Fabric: Nylon canvas or rubberized cloth straps, 2" x length required.
END OF SECTION
Harmony and Ziegler Improvements May 14, 2007
Planting Specs - 6
PART 3 - EXECUTION
3.01 GENERAL
A. Inspection: Examine the substrate in which the work is to be performed. Do not proceed until
unsatisfactory conditions have been corrected.
B. Dimensions: All scaled dimensions are approximate. Before proceeding with any work, carefully check
and verify all dimensions and quantities and immediately inform the Owner’s Representative of any
discrepancy between the drawings and/or specifications and actual conditions.
C. Coordination: Coordinate work with other trades to insure proper sequencing of construction.
3.02 SOIL PREPARATION
A. Grades have been established under work of another Section to within 1", plus or minus, of required
finished grades. Verify that grades are within 1" plus or minus, of required finished grades. Notify the
Owner’s Representative prior to commencing soil preparation work if existing grades are not satisfactory,
or assume responsibility for conditions as they exist.
B. Weed and debris removal: All ground areas to be planted shall be cleaned of all weeds and debris prior to
any soil preparation or grading work. Weeds and debris shall be disposed of off the site.
C. Contaminated soil: Do not perform any soil preparation work in areas where soil is contaminated with
cement, plaster, paint or other construction debris. Bring such areas to the attention of the Owner’s
Representative and do not proceed until the contaminated soil is removed and replaced. Soil contaminated
by chemical herbicides in any planting areas shall be removed to a depth of 12" and replaced with clean
herbicide-free topsoil.
D. Moisture Content: Soil shall not be worked when moisture content is so great that excessive compaction
will occur, nor when it is so dry that excessive dust will form in the air or that clods will not break readily.
Water shall be applied, if necessary, to bring soil to an optimum moisture content for tilling and planting.
3.03 SOIL CONDITIONING
Median areas shall be excavated below the base of the splash block 18" and then filled with the specified mix. The
subgrade will be scarified to a 6" depth parallel to the way the median runs, to allow for drainage and root
movement. The specified topsoil and compost mix shall be thoroughly mixed prior to placement and filled to within
1 1/2" of the top edge of the splash block. The soil in the medians shall be graded to a level surface.
3.04 FINE GRADING
When weeding, soil preparation, and soil conditioning have been completed and soil has been thoroughly water
settled, all planting areas should be smooth-graded, ready for placement of plant materials.
A. Grades: Finish grades shall conform to site grading plans and produce a smooth even surface without
abrupt changes. Minor adjustments of finish grades shall be made at the direction of the Owner’s
Representative, if required.
B. Drainage: All grades shall provide for natural runoff of water without low spots or pockets. Flow-line
grades shall be accurately set and shall not be less than 2% gradient wherever possible.
C. Shrub Areas: Finished grades shall be 1-1/2" below top of adjacent pavement, edging, curbs, or wall, unless
otherwise indicated on the Drawings.
D. Slopes: Tops and toes of all slopes shall be rounded to produce a gradual and natural-appearing transition
between relatively level areas and slopes.
Harmony and Ziegler Improvements May 14, 2007
Planting Specs - 7
3.05 GROUND COVER, ANNUAL AND PERENNIAL BEDS
Excavate areas to be planted with material smaller than 1-gallon size to a depth of six (6") inches and backfill with
the following mix.
1. 80% on-site topsoil by volume (from Owner's stockpile).
2. 20% peat moss by volume.
3. Five (5) pounds bone meal per cubic yard of backfill.
The specified backfill materials shall be pre- mixed, then turned several times with a front end loader to a uniform,
evenly blended consistency, free of all pockets of unblended material and any clods or stones greater than one (1")
inch in diameter. Backfill mix has occurred. Pre-mixed back-fill mix shall be inspected per 1.06A, "Pre-Planting
Inspections."
3.06 SHRUB AND TREE PLANTING
A. Planting Pits:
1. Locate planting holes per planting plans bringing any conflict with underground utility lines to the
attention of the Owner’s Representative. Locations for holes shall be according to 1.06B, "Planting
Inspections."
2. Excavate holes to be the same depth as the root ball and two times the diameter of the root ball wide.
3. The sides of the holes shall be roughened to remove any compacting or "glazing" caused by the
digging operation. The bottom of the hole shall be loosened to a minimum depth of six (6") inches.
Mix loosened soil with specified backfill to blend soil types.
4. Fill the entire hole with water and allow to drain completely. Contractor should notify Landscape
Architect if a pit does not drain in a satisfactory time, then contractor should correct drainage problem
by using a PVC drain or a gravel sump shall be installed.
5. Dispose of excavated soil off the site at no cost to the Owner.
B. Backfilling - Tree and shrub planting pits shall be backfilled with the following mix:
1. 100% on-site topsoil by volume (from Owner's stockpile). For topsoil see 2.02A.
C. Planting
1. General - Do not install plant materials until all construction work has been completed and sprinkler
systems have been installed and tested. Planting areas shall have been graded and prepared as herein
specified and shall have been approved by the Landscape Architect.
2. Carefully remove stock from containers to avoid breaking the root ball. Do not lift or handle container
plants by tops, stems, or trunks at any time.
3. Fertilize trees and shrubs by placing 21 gram fertilizer tablets three (3") inches laterally and three (3")
inches top of root ball as follows: 1 for 1-gallon containers, 3 for 5-gallon containers and 5 for balled
and burlapped material.
4. Remove wire baskets from root balls. Untie and lay back burlap from root ball on balled and
burlapped material.
5. Backfill entire hole with backfill mixture to grade and water thoroughly to eliminate all air pockets
without packing the soil. Allow soil to settle from watering. Add backfill mixture as required.
6. All plants shall be planted immediately after the containers are cut, and containers shall be regularly
removed from the site so as not to present a hazard to persons using the area.
7. Flatgrown plant material - Install plants at spacing indicated on the drawings. Plant in staggered rows,
evenly spaced. Dig holes large enough to allow for spreading of roots. Place plants to root system
Harmony and Ziegler Improvements May 14, 2007
Planting Specs - 8
lies free without doubling. Firm soil around roots to eliminate air pockets. Broadcast controlled
release fertilizer over the entire planting area at the rate of 20 pounds per 1000 square feet of area.
3.07 MULCHING
A. All planting beds shall be mulched with a four (4") inch layer of cedar mulch.
3.08 TREE STAKING AND GUYING
A. Double stake all trees up to and including 2-1/2" caliper. Set stakes plumb and at right angles to the
prevailing wind. Securely nail or bolt rubber straps to stakes: leave straps loose enough to allow a
minimum of 3" lateral movement.
3.09 TWO GROWING SEASON MAINTENANCE PERIOD
A. Continuously maintain all plantings in areas included in the Contract from the beginning of Contract work,
during the progress of work, and for two (2) full growing seasons after completion of all work until final
acceptance of all Contract work by the Owner.
B. Scope:
1. New plantings.
2. Existing plantings within the construction area.
3. Continuous operations of watering, weeding, cultivating, mowing, trimming, edging, rolling,
fertilizing, spraying, insect, pest, fungus, and rodent control, and any other operations to assure good
normal health.
a. Weed Control:
i) Apply appropriate herbicide(s) in accordance with manufacturer's suggested retail rate(s)
to control weeds. Herbicide application must comply with all requirements
herbicide/pesticide applicators license, including suitable warning/signing following
application. Herbicide applications and chemicals to be used will be approved by the
City Forester. Extreme caution must be used when applying herbicides near any tree,
shrub or groundcover.
b. Disease and Insect Control: Apply fungicides and insecticides as required to control diseases
and insects. A licensed applicator must perform this work in accordance with state law
requirements.
c. Watering: Contractor shall be responsible for watering of landscape areas to insure
performance under this Section. Apply the amount of water necessary to maintain plants in a
healthy condition until the end of the one year warranty period.
d. Protection:
i) Provide sufficient barriers and signage notifying the public to keep off newly planted
areas.
ii) Work under this Section shall include complete responsibility for maintaining adequate
protection for all areas. Any damaged areas shall be repaired at no additional expense to
the Owner.
4. Mow grass in sodded areas to maintain 2-to 3-inch height until final acceptance of project and turnover
to City.
5. Apply custom blend of fertilizer in split applications in early fall and late spring. Two-thirds of the
nitrogen should be applied in the fall and one-third in the spring.
6. Planting Bed and Mulch Surface Maintenance Requirements
a. Mulch all tree plantings four inches deep with cedar mulch, unless otherwise indicated on the
Drawings
b. Remove all weed growth on a monthly basis, including those growing in cracks and curbs.
6. Maintenance for Trees and Shrubs
Harmony and Ziegler Improvements May 14, 2007
Planting Specs - 9
a. Water all trees and shrubs to insure optimal growth and establishment during the two growing
season maintenance period as required by this Section. New trees should receive two inches per
week of irrigation during the first growing season applied over the root system. Normal turf
irrigation is generally adequate (one inch per week) for the second growing season. Irrigation
rates should be adequate for new trees' establishment even when that is greater than water
demand for turf. It is the contractor's duty to determine and supply the water needs of trees and
shrubs.
b. Inspect new plantings on a regular basis.
c. Remove tree wrap the next spring season after planting.
d. Re-mulch trees on an annual basis to maintain a four-inch deep mulch cover. Maintain tree rings
in turf zones as weed free.
e. Insect and disease levels shall be monitored and control measured implemented when necessary
following IPM practices. Check with Assistant City Forester prior to implementing any control
measures.
f. Remove all tree stakes and guy wires from trees one year after conditional acceptance.
g. Fertilizing: In addition to fertilizing of trees, shrubs, ground covers, and lawns herein specified,
furnish and apply any additional fertilizers necessary to maintain plantings in a healthy, green,
vigorous growing condition during the maintenance period. Do not over apply fertilizer.
7. Inspection:
a. The Contractor shall notify the Owner's Representative prior to fertilizing, and spraying
operations.
b. The Owner's Representative shall perform periodic inspections during the growing season of the
site with the Contractor to determine that maintenance is sufficient to insure a healthy condition
of the landscape work. A final inspection will be held at the end of the two growing season
maintenance period.
c. The Landscape Contractor shall be available to meet on site with the Owner's Representative at
any time within 24 hours notice during the construction, establishment, or maintenance period.
d. Replacements: Immediately replace any plant materials that die or are damaged. Lawns that do
not grow shall be resodded. Replacements shall be made to the Specifications as required for
original plantings.
3.10 CLEAN UP
A. Remove all cans, surplus materials, and other debris from site. Neatly dress and finish all planting areas.
Flush walks, paved areas, and the like, clean to the satisfaction of the Owner’s Representative.
B. Rinse foliage of all plant materials within the construction area as often as necessary to keep the foliage
free from dust generated by the work of this contract.
END OF SECTION
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 1
Harmony and Ziegler Improvements – Front Range Village Development (2007)
The Colorado Division of Highways "Standard Specifications for Road and Bridge Construction" (2005), except as
revised herein, is hereby adopted as a minimum standard of compliance for this project. The City of Fort Collins
Storm Drainage Construction Standards, City of Fort Collins Water Utilities Standard Construction Specifications,
Larimer County Urban Area Street Standards, the Fort Collins – Loveland Water District and South Fort Collins
Sanitation District Standards, and City of Fort Collins Work Area Traffic Control Handbook, shall also serve as
minimum standards of compliance for this project. They are not included in the contract documents, but may be
obtained at the appropriate City Departments. It shall be the Contractor's responsibility to purchase and
familiarize themselves with all of the City Department Specifications. These project specifications, City
Department specifications, and CDOT standard specifications are considered minimum standards for compliance on
this project. In those instances where the CDOT Standard Specifications conflict with the City specifications listed
above, the City specifications shall govern. In those instances where the CDOT Standard Specifications conflict
with any of the provisions of the preceding Sections 00001 through 01750, General Requirements, the preceding
sections shall govern.
PROJECT CONSTRUCTION SPECIFICATIONS
INDEX OF REVISIONS
SECTION PAGE
201 CLEARING AND GRUBBING…………………………………………………. .... Technical Specs 3
202 REMOVALS.............................................................................................................. Technical Specs 4 - 5
203 EXCAVATION AND EMBANKMENT................................................................... Technical Specs 6 – 8
206 EXCAVATION AND BACKFILL FOR STRUCTURES……………………… ..... Technical Specs 9-10
208 EROSION CONTROL .............................................................................................. Technical Specs 11
210 RESET STRUCTURES ............................................................................................. Technical Specs 12 - 13
304 AGGREGATE BASE COURSE................................................................................ Technical Specs 14
306 RECONDITIONING.................................................................................................. Technical Specs 15
307 FLY ASH SUBGRADE STABILIZATION .............................................................. Technical Specs 16 - 19
401 PLANT MIX PAVEMENTS - GENERAL................................................................ Technical Specs 20 - 25
403 HOT BITUMINOUS PAVEMENT ........................................................................... Technical Specs 26 – 29
412 PORTLAND CEMENT CONCRETE PAVEMENT……………………………...... Technical Specs 30 - 31
506 RIPRAP ..................................................................................................................... Technical Specs 32 – 33
610 STRUCTURAL CONCRETE……………………………………………………..... Technical Specs 34
603 CULVERTS AND SEWERS .................................................................................... Technical Specs 35
604 MANHOLES, INLETS AND METER VAULTS...................................................... Technical Specs 36
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 2
608 SIDEWALKS AND DECORATIVE CROSSWALKS ............................................. Technical Specs 37 – 38
609 CURB AND GUTTER............................................................................................... Technical Specs 39
619 WATER LINES ........................................................................................................ Technical Specs 40
630 TRAFFIC CONTROL DEVICES (Contractor Supplied)........................................ Technical Specs 40 - 44
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 3
REVISION OF SECTION 201
CLEARING AND GRUBBING
Section 201 of the Standard Specifications is hereby revised for this project as follows:
Subsection 201.01 is revised to include the following:
This work shall consist of clearing, grubbing, removing, and disposing of vegetation and debris within the limits of
the right of way, easement areas, borrow pits, and other areas shown in the Contract or required by the work.
Vegetation and objects designated to remain shall be preserved free from injury or defacement. The Owner will
designate all trees, shrubs, plants, and other objects to remain. Every object that is designated to remain and is
damaged shall be repaired or replaced as directed, at the Contractors expense. Clearing and grubbing shall extend to
the toe of the fill or the top of cut slopes, unless otherwise designated. All surface objects, trees, stumps, roots,
fencing, and other protruding obstructions not designated to remain shall be cleared and grubbed, including mowing,
as required. Undisturbed stumps, roots, and nonperishable solid objects located 2 feet or more below subgrade or
embankment slope may remain in place. In areas to be rounded at the tops of back slopes, stumps shall be removed
to at least 2 feet below the surface of the final slope.
All cleared material or debris shall be disposed of outside of the project limits.
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ( )
201-01 Clearing and Grubbing – (LS)
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment
and incidentals and for doing all work involved in the clearing and grubbing as specified in these specifications, and
as directed by the Engineer.
END OF SECTION
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 4
REVISION OF SECTION 202
REMOVALS
Section 202 of the Standard Specifications is hereby revised for this project as follows:
Subsection 202.01 is revised to include the following:
The Contractor shall remove and dispose of all concrete sidewalk, curb and gutter, crosspans, driveways, inlets, irrigation
structures, pipe, structures, asphalt, fence, trees, retaining walls and any other obstructions that are designated for
removal by the Engineer. All such removals will be measured in the field, and quantities agreed to by the Contractor and
the Engineer.
Subsection 202.02 is revised to include the following:
Remove Pipe (RCP, CMP, PVC) - The Contractor shall remove all (clay tile, concrete, PVC, ductile, corrugated metal,
steel) pipes according to the construction drawings or as directed by the Engineer. All trenches will be backfilled to City
of Fort Collins specifications to 95% compaction. All areas must be graded according to Engineers direction and all pipe
removed is to be the property of the Contractor.
Remove Existing FES - The Contractor shall remove the flared end sections and have the City representative determine
if they can be re-used. If the flared end sections are in determined to be in good conditions, then the Contractor will be
responsible for storing and placing this item. If the flared end sections have been determined to be unacceptable, then it
becomes the property of the Contractor. All labor, equipment, and materials necessary to perform this work, will be paid
for under this item.
Remove Concrete Irrigation Structure – The contractor will remove the existing irrigation structure as shown on the
plans. All labor, materials, equipment, disposal cost and cost to plug the existing pipe must be included in this unit price.
Remove Concrete Channel – Contractor will be required to remove and dispose of all materials. The unit price must
include all equipment, labor and materials necessary to complete this work.
Profile Mill Asphalt Pavement (Ziegler Road) – The Contractor must provide: pick-up broom, labor, small front end
loader (skip tractor), superintendent, and TCS. Prior to the rotomill operations, the Contractor will be required to spot
check elevations with a string line or transit. The material will be the property of the Contractor and will be hauled
offsite. This item will be paid for by the square yard (SY).
Remove Leech Field and Sceptic Tank – The Contractor will be responsible for removing the leech field and sceptic
tank at the Young Property. This work will consist of removeing the tank and leechfield and disposing them. system
The unit price must include all equipment, labor and materials necessary to complete this work.
Remove Gate – The Contractor will be responsible for removing the Gates along Harmony Road and disposing the
material offsite. The unit price must include all equipment, labor and materials necessary to complete this work.
The Contractor Shall remove and dispose of all concrete sidewalk, curb and gutter, cross pans, driveways, inlets,
irrigation structures, pipe, structures, asphalt, fence, trees, retaining walls and any other obstructions that are designated
for removal by the Engineer. All such removals will be measured in the field and quantities agreed to by the Contractor
and the Engineer. Prior to removal, concrete and/or asphalt shall be saw cut full depth to a clean and straight vertical
line. Pieces of concrete which, due to the Contractor’s operations, crack or break beyond the limits of construction shall
be saw-cut, or removed to the nearest joint, and removed and replaced at the Contractor’s expense. The limit of the
repair will be determined by the Engineer. The initial saw cutting to remove existing concrete and/or asphalt shall be
considered incidental to the work and shall not be paid for separately under this item. Removal of concrete, asphalt
and/or obstructions as described in section 202.01 beyond the limits designated b y the Engineer will be the responsibility
of the Contractor and will not be paid for under this section.
Disposal Site - Materials designated for removal shall become property of the Contractor, unless noted in the
specifications or specified by the Engineer to be salvaged or stockpiled. It shall be the Contractor's responsibility to
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 5
obtain disposal sites for all unusable material, which is removed.
Subsection 202.12 is revised to include the following:
The Contractor and the Engineer shall field measure and agree upon the quantity to be removed before the work
commences. Should the Contractor fail to request the Engineer to measure any work, the Contractor shall not be
compensated for materials that were not measured by the Engineer.
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ( ).
202-01 Remove Curb and Gutter – (LF)
202-02 Remove Concrete Sidewalk – (SF)
202-03 Remove Asphalt – Full Depth (4” – 8”) – (EA)
202-04 Profile Mill Asphalt Pavement – (SY)
202-05 Remove Tree 48”+ Diameter – (EA)
202-06 Remove Tree 24” – Diameter – (EA)
202-07 Remove Pipe (RCP, CMP, PVC) – (LF)
202-08 Remove Inlet – (EA)
202-09 Remove Existing FES – (EA)
202-10 Remove Concrete Channel – (LF)
202-11 Remove Leech Field and Sceptic Tank – (LS)
202-12 Remove Area Inlet – (EA)
202-13 Remove Irrigationo Structure – (EA)
202-14 Remove Existing Hydrant – (EA)
202-15 Remove Headwall – (EA)
202-16 Remove Gate – (EA)
202-17 Remove Retaining Wall – (EA)
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment and
incidentals and for doing all work involved in removals and rotomilling, including excavation, backfill, haul and disposal,
as specified in these specifications, and as directed by the Engineer. All saw cutting involved in removing the necessary
items in order to complete the Work shall be considered incidental to the Work and will not be paid for separately.
END OF SECTION
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 6
REVISION OF SECTION 203
EXCAVATION AND EMBANKMENT
Section 203 of the Standard Specifications is hereby revised as follows:
Subsection 203.01 is revised to include the following:
Unclassified Excavation - This shall consist of excavation of all materials on the site to final grades, excluding the bid
items listed in Section 202. Excavation of unsuitable material will only be paid for if it is found to be unsuitable in its
original state. This item shall be measured from the plans and cross sections, and will be paid for by the cubic yard. This
item shall be paid according to plan quantity.
Embankment (Complete in Place) - All excavated material, except the material being hauled and disposed, shall be
placed as embankment and compacted, to final grades, as specified in Section 203.07. The use of scrapers will not be
permitted to compact the material. A disk with 4 wheel drive tractor 815 CAT or equal will be required to do this work.
The embankment quantity was not adjusted to allow for shrinkage during compaction. This item will be measured from
the plans and cross sections and will be paid for by the cubic yard. This item will be paid according to plan quantity.
Borrow - ABC (Class 5 or 6) - (Complete in Place) - This shall include supplying, placing, and compacting aggregate
base course as directed by the Engineer. This item will be measured in the field and paid for by the ton. This item will
not be paid for as Embankment. Borrow material will only be used for fill if there is a shortage of suitable material onsite
and/or as directed by the Engineer and may be used under sidewalks.
Muck Excavation (Complete in Place) - This shall include excavation of unsuitable material, supplying and placing
Class 1 or 2 Structural Backfill, Pit Run or an approved fill, re-compacting material to finish grade, and haul and disposal
of unsuitable material. NOTE: Muck-excavation of material from rain or weather damage or dewatering pump
failure will not be paid for and is entirely the Contractor's responsibility. This item shall be measured in the field, and
will be paid for by the cubic yard.
Topsoil - (Stripping, Stockpiling, Placing) 6” Depth – All areas that have suitable topsoil material shall be stripped to a
depth of 6 inches. This material shall be stockpiled and placed after the final grades have been established. This item
shall include stripping existing vegetation, temporarily stockpiling, loading, hauling, and placing topsoil material for back
of walk and curb areas, and other designated areas. This item shall be paid according to plan quantity.
Median Splashblock/Hardscape Shaping (Complete in Place) – The areas in the medians beneath the exposed
aggregate concrete shall be backfilled with suitable onsite material approved by the Engineer. These areas shall be
backfilled in lifts not to exceed six inches (6”) and compacted with a plate compactor or as directed by the Engineer.
This item will not be paid for as Embankment. This item will be measured in the field and will be paid for by the square
foot.
Potholing – The Contractor shall be responsible for locating electrical, gas, fiber optic, cable, telephone, traffic signal
conduit and other existing utility lines and shall be performed every 100 lineal feet or as deemed necessary by the
Contractor. All related work, including excavation, backfilling, shoring, labor and number of hours will not be measured
and paid for separately, but shall be included in the work. Repair of damaged existing utility lines caused by the
Contractor will be at the Contractor’s expense. Potholing will be paid as a lump sum item.
Flowfill Section Over Shallow Utilities – This work shall consist of the removal of soil above an existing utility, after
subgrade elevation has been achieved, one foot (1’) deep and three feet (3’) wide. This excavated area that can not be
treated with flyash, will be filled with flowable fill to the top of subgade to protect the existing utility. All related work,
material and equipment will not be measured and paid for separately, but shall be included in the work. This work shall
be measured and paid for by the linear foot.
Flowable Fill – shall be a Portland Cement Concrete Mix. The cement shall conform to the Standard Specifications for
Portland Cement, ASTM C 150-85, Type I/II. The minimum 24-hour strength shall be 10-psi and the maximum 28 day
strength, 60 psi. The maximum aggregate size shall be one inch (1”). The minimum slump shall be six inches (6”) and
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 7
the maximum, eight inches (8”). The non-shrink backfill shall be consolidated with a mechanical vibrator. Payment of
using flow fill will be paid for by the cubic yard and only when used as required by the Engineer.
Import Screened Topsoil (6”) – Parkway Areas – This shall include supplying, hauling, placing, and grading screened
topsoil between the new curb and gutter and sidewalk, and/or as directed by the Engineer of this project. This material
shall be placed and graded on the surface for the future seeding and landscaping (by others). This item will be measured
in the field and paid for by the cubic yard. This item will not be paid for as Embankment.
These items will not be paid separately under items in section 202, 210, 603, or 604.
Embankment and sub-grade material shall be compacted to 95% of maximum density at +/- 2% optimum moisture.
Maximum density shall be determined by ASTM D 698. This will apply under the roadway, curb and gutter, sidewalk,
and driveways. Topsoil shall be compacted to 85% of maximum density at/or near optimum moisture.
Excavation and Embankment will only be paid when a significant change in grade is required, as determined by the
Engineer. Minor cuts and fills shall be considered incidental to the work, and shall not be paid separately under
this section.
Muck Excavation (Complete in Place) - This shall include excavation of unsuitable material, supplying and placing
Class 1 or 2 Structural Backfill, Pit Run or an approved fill, recompacting material to finish grade, and haul and disposal
of unsuitable material. Muck-excavation of material from rain or weather damage will not be paid for and is entirely the
Contractor's responsibility. This item shall be measured in the field, and will be paid for by the cubic yard. The
proposed material shall meet the following minimum requirements:
LL Maximum: 30
PI Maximum: 6
"R" Value Minimum: 78
The minimum strength coefficient of the Aggregate Base Coarse shall be 0.11.
After specified compaction has been obtained, the sub-grade under the curb, gutter, sidewalk, and pavement shall
be proof-rolled with a heavily loaded rubber tired roller, fully loaded water truck, or approved equal.
Those areas which produce a rut depth of over one-half (1/2) inch or which crack the sub-grade after pumping and
rebounding shall be ripped, scarified, wetted or dried if necessary, and re-compacted to the requirements for density and
moisture at the Contractor’s expense. Where unsuitable material is encountered, the Engineer may require the Contractor
to remove the unsuitable materials and backfill to the finished grade with approved material. The completed sub-grade
shall be proof-rolled again after placement of approved material. This will be paid for at the contract unit price for
Muck Excavation.
The Contractor shall refer to the plans for re-grading information. This work shall include all excavation, embankment,
and grading required to prepare these sites for landscaping.
Subsection 203.04 is revised to include the following:
The excavations and embankments shall be finished to smooth and uniform surfaces conforming to the typical sections
specified. Variation from the sub-grade plan elevations specified shall not be more than 0.08 feet.
Subsection 203.13 is revised to include the following:
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ( ).
203-01 Unclassified Excavation – (CY)
203-02 Embankment – (CIP) – (CY)
203-03 Borrow Suitable Fill – (CY)
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Technical Specs - 8
203-04 Topsoil–(Stripping, Stockpiling and Placing) – 6” Depth – (CY)
203-05 Import Screened Topoil (6”) in Parkway Areas – (CY)
203-06 Median Fill 60/40 Mix
203-07 Median Splashblock/Hardscape Shaping - CIP – (SF)
203-08 Potholing – (LS)
203-09 Flowfill Section Over Shallow Utilities – (LF)
203-10 Muck Excavation (CIP) – (CY)
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and
incidentals and for doing all work involved in Unclassified Excavation, Embankment, Haul & Dispose, Topsoil
(stripping, stockpiling, placing), Muck Excavation, Borrow ABC and Median Hardscape Shaping, including without
limitation, haul, stockpiling, placing of material, watering or drying soil, compaction, proof rolling, finish grading, and
disposal of unusable materials, as shown on the plans and as specified in these specifications, and as directed by the
Engineer.
END OF SECTION
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 9
REVISION OF SECTION 206
EXCAVATION AND BACKFILL FOR STRUCTURES
Section 206 of the Standard Specifications is hereby revised as follows:
Subsection 206.03 is revised to include the following:
Structure Excavation – It is anticipated that unsuitable soils will be encountered for the foundation of the box culvert.
The excavation of the unsuitable material has already been accounted for and will be paid for under the Muck Excavation
item.
The Contractor is cautioned that construction equipment may cause the natural soils to pump or deform while performing
excavation work inside and on footings, structural floor slabs, or other structure foundation areas.
Foundation materials which are: a) saturated by either surface or dewatering work by the Contractor; b) frozen for any
reason; or, c) that are disturbed by the Contractor’s work or caused to become unacceptable for foundation material
purposes by means of the Contractor’s equipment, manpower, or methods of work shall be removed and replaced by the
Contractor at his expense.
Care should be taken when excavating the foundations to avoid disturbing the supporting materials. Excavation by either
hand or careful backhoe soil removal, may be required in excavating the last few inches of material to obtain the
subgrade of any item of the concrete work.
Any over-excavated subgrades that are due to the Contractor’s actions, shall be brought back to subgrade elevations by
the Contractor and at his expense in the following manner:
1. For over-excavations of 2 inches or less, either: Backfill and compact with an approved granular materials; backfill with ½ inch
washed crushed rock; or fill within concrete at the time of the appurtenant structure concrete pour.
2. For over-excavations greater than 2 inches, backfill and compact with 1½ inch washed crushed rock.
Structural Backfill (On-site Fill) - Backfill, and fill within 2 feet of and adjacent to all structures and for full height of
the walls, shall be selected non-swelling material. It shall be granular, well graded, and free from stones larger than 3
inches. Material may be job excavated, but selectivity will be required as determined by the Engineer. Refer to the Plans
for job specific requirements. Stockpiled material, other than topsoil from the excavation shall be used for backfilling
unless an impervious structural backfill is specified. The backfill material shall consist of either clean on-site granular
materials free of stones larger than 3 inches in diameter with no more than 20% passing the No. 200 sieve, or equivalent
imported materials. All backfill around the structures shall be consolidated by mechanical tamping. The material shall
be placed in 8-inch loose lifts within range of 2% above to 2% below the optimum moisture content and compacted to
95% of Maximum Standard Proctor Density (ASTM D698) for cohesive soils, or to 70% relative density for pervious
material as determined by the relative density of cohesionless soils test, ASTM D4253.
Subsection 206.07is revised to include the following:
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ( ).
206-01 Structure Excavation – (CY)
206-02 Structure Backfill (On-Site Fill) – (CY)
206-03 Filter Material (1 ½” Washed Rock) – (TON)
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Technical Specs - 10
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 Structural Excavation, Backfill, Haul & Leveling, Filter Material
installation, and Dewatering, including without limitation, haul, stockpiling, placing of material, watering or drying soil,
compaction, proof rolling, finish grading, and disposal of unusable materials, as shown on the plans and as specified in
these specifications, and as directed by the Engineer.
END OF SECTION
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 11
REVISION OF SECTION 208
EROSION CONTROL
Section 208 of the Standard Specifications is hereby revised as follows:
Subsection 208.05 is revised to include the following:
All Erosion Control Devices, Materials, and Techniques required to prevent damage to the storm water facilities as
outlined in the City of Fort Collins Standards will be considered incidental to the work, and shall be included in the price.
No measurement for payment shall be made for maintenance of Erosion Control devices. This item will be paid for as a
lump sum price to the Contractor.
Subsection 208.07 is revised to include the following:
The accepted quantities will be paid for at the contract unit price.
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ( ).
208-01 Erosion Control – (LS)
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment,
and incidentals and for doing all work involved in installing and maintaining erosion control, complete-in-place, as
specified in these specifications, and as directed by the Engineer.
END OF SECTION
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 12
REVISION OF SECTION 210
RESET STRUCTURES
Section 210 of the Standard Specifications is hereby revised as follows:
Subsection 210.10 is revised to include the following:
Work contained in this Subsection shall meet the requirements of the current City of Fort Collins and Fort Collins-
Loveland Water District Utilities Standard Construction Specifications or other applicable water utility agency standard
construction specifications. Copies of the specifications can be obtained at The Fort Collins Loveland Water District at
5150 Snead Dr, Fort Collins Colorado.
The Contractor shall cooperate and coordinate with the City Water Utilities Department, Fort Collins-Loveland
Water District and South Fort Collins Sanitation District or other applicable water utility when shutting off water to
minimize downtime to customers. The Contractor shall also coordinate work involving the relocation of fire hydrants,
water meters, curb stops, and water valves, and lowering water and sewer service lines, and water lines. The Contractor
shall supply all materials required to complete the work that is not supplied by the City or other applicable water utility,
and these materials shall be included in the costs of each item. This shall include, but not be limited to; new copper line
and fittings, new stop boxes, meter pits, excavation, backfill and compaction. New copper fittings, stop boxes, and meter
pits will be required at each location.
All structures located in bituminous pavements to be surfaced shall be adjusted prior to, or during paving operations.
All structures located within a concrete pavement shall be adjusted prior to pouring the concrete pavement section.
The Contractor shall perform all work needed to ensure that said structures can be readily adjusted and shall have all
necessary materials on hand prior to commencing the work. The adjustments shall be made as noted below.
All structures shall be adjusted to be ¼”, (+/-) ⅛” below the pavement surface.
The Contractor shall be responsible for immediately cleaning out all construction materials that may fall into
manholes, valve boxes, or other structures during the construction process. In the event that a structure was not
properly adjusted (i.e. too high or too low) or the structure was covered and not adjusted after the paving operation,
written notice will be given by the Engineer to the Contractor requiring the Contractor to make the necessary adjustments
within 5 working days. In the event that the structure is not adjusted within said time frame; the Engineer shall have the
right to engage a third party to complete the work, and to withhold the cost of such work from payments due the
Contractor.
If a structure is adjusted prior to an overlay operation, the Contractor shall place bituminous base material around the
structure as directed by the Engineer to insure that it will not be a hazard to vehicular traffic. This will be paid for under
the bid item for Asphalt Patching.
Adjust Manhole Ring/Cover – Manholes located within existing asphalt pavement shall be adjusted by removing an
area of pavement with a minimum diameter one foot (1’) larger than the structure (centered on the structure). This shall
be done by cutting vertical edges, adjusting the manhole by grouting concrete rings and/or utilizing metal shims to raise
the structure to the proper grade, then spreading and mechanically compacting bituminous material of the same grade and
quality as the adjacent pavement. NOTE: All manholes shall be raised through the top lift.
When the manhole adjustment is complete, the slope of the top surface of the manhole cover shall match the slope of the
pavement in both the longitudinal and traverse directions. Any manhole cover which is unstable or noisy under traffic
shall be replaced. This item will be paid under Adjust Manhole Ring/Cover – (EA).
Modify Manhole - Manholes located within existing asphalt pavement or sub-grade shall be adjusted by removing an
area of pavement or sub-grade with a minimum diameter two foot (2’) larger than the structure (centered on the
structure). All OSHA shoring is the responsibility of the Contractor. This shall be done by cutting vertical edges in the
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 13
pavement, if required, and excavating below the ground surface to the required barrel seam needed to start the
adjustment. The cone section shall be removed and additional sections added or removed to obtain the plan finished
elevation. All manhole sections shall be cleaned and an approved gasket material applied prior to reassembly. This work
shall be done in accordance with the City of Fort Collins Standard Construction Specification and/or the South Fort
Collins Sanitation District Specifications for Sewer Mains. The excavation shall be backfilled with on-site material and
shall be mechanically compacted or Flowable Fill used if directed by the Engineer. This item will be paid under Modify
Manhole – (EA). Flowable Fill will be paid under Section 608.
Adjust Valve Box – Valve boxes located within asphalt pavement shall be adjusted by removing the existing pavement
around the valve box, adjusting the valve by turning it to the proper grade, trimming the existing asphalt by cutting
vertical edges, then spreading and mechanically compacting bituminous material of the same grade and quality as the
adjacent pavement.
If a valve box cannot be turned up, or can be turned up, but not sufficiently to achieve the proper grade or if the top
section of the valve box is in poor condition, the Contractor shall excavate around the top section of the valve box and
remove and replace the top section with a longer section supplied by the Contractor. The excavation shall then be back
filled with Non-Shrink flowfill to the top of sub-grade, and then, material of the same grade and quality as the adjacent
pavement shall be placed.
The Contractor shall exercise reasonable care while attempting to adjust the valve boxes. If, in the opinion of the
Engineer, the Contractor is negligent and breaks the valve box, the valve box shall be replaced at the Contractor’s
expense. This item will be paid under Adjust Valve Box – (EA).
Subsection 210.13 is revised to include the following:
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ( ).
210-01 Adjust Manhole Ring/Cover – (EA)
210-02 Adjust Valve Box – (EA)
210-03 Modify Manhole – (EA)
210-04 Relocate PRV Vault per FCLWD Specs – (EA)
210-05 Relocate Meter Pit – (EA)
210-06 Relocate Fire Hydrant – (EA)
210-07 Relocate CP Test Station – (EA)
210-08 Remove and Relocate Fence – (LF)
210-09 Remove PVC Fence Intact and Deliver to Owner – (LF)
210-10 Remove and Reset Mailbox – (EA)
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and
incidentals, and for doing all the Work involved in adjusting structures, complete-in-place, including non-shrink backfill,
concrete, metal shims, bituminous materials, haul and disposal, excavation, bedding material, backfill, and compaction as
shown on the plans, as specified in these specifications, and as directed by the Engineer.
END OF SECTION
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 14
REVISION OF SECTION 304
AGGREGATE BASE COURSE
Section 304 of the Standard Specifications is revised as follows:
Subsection 304.01 is revised to include the following:
This work shall consist of placing 6” of Aggregate Base Course (Class 5 or 6) over previously prepared pavement sub-
grade approved by the Engineer. Aggregate Base Course will be used under the asphalt pavement section and shall meet
the requirements of Subsection 703.03.
The proposed material shall meet the following minimum requirements:
LL Maximum: 30
PI Maximum: 6
“R” Value Minimum: 78
The minimum strength coefficient of the Class 5 or 6 Aggregate Base Course shall be 0.11
Subsection 304.06 is revised to include the following:
Aggregate Base Course shall be compacted to at least 95% of maximum density at or near optimum moisture as
determined by ASTM D698.
Subsection 304.07 is revised to include the following:
Aggregate Base Course will be measured by the ton at proper moisture. Quantity will be adjusted accordingly if the
moisture content is too high. Haul and water necessary to bring mixture to optimum moisture will not be measured or
paid for separately, but shall be included in the price for Aggregate Base Course. Load tickets shall be consecutively
numbered for each day.
Soil sterilization shall be applied under all new asphalt paving and shall be considered incidental to the work.
Sterilization shall not be paid for separately under this item.
Subsection 304.08 is revised to include the following:
The accepted quantities of Aggregate Base Course will be paid for at the contract unit price per ton.
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ( ).
304-01 Aggregate Base Course – (Class 5 or 6) - 4” Depth – (CIP) – (TON)
304-02 Aggregate Base Course – (Class 5 or 6) – 10” Depth – (CIP) – (TON)
304-03 Gravel Shoulder – Class 5 or 6 Aggregate Base (6” Depth) – (TON)
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment and
incidentals and for doing all work involved in Aggregate Base Course including haul, sterilization, and water. The work
will be complete-in-place, as shown on the plans, as specified in these specifications, and as directed by the Engineer.
END OF SECTION
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 15
REVISION OF SECTION 306
RECONDITIONING
Section 306 of the Standard Specifications is hereby revised for this project as follows:
Subsection 306.02 is revised to include the following:
The top 8" of the sub-grade including fill areas (curb, gutter and sidewalk areas) shall be reconditioned by scarifying and
re-compacting. The sub-grade shall be thoroughly mixed and dried or moistened to full depth and compacted as
specified in Section 203.07. The reconditioned surface shall not vary above or below the lines and grades as staked by
more than 0.04 foot under asphalt or concrete pavement or 0.08 foot under aggregate base course. The surface shall be
tested prior to application of any base course or pavement. All defective work shall be corrected as directed by the
Engineer. The surface shall be protected and maintained until base course or pavement has been placed. If the
Contractor chooses to use road base as a fine grading material or a material to mitigate over excavated or rain
damaged areas this shall be entirely the Contractor's cost and shall be considered incidental to the Work. The
Contractor shall be paid for reconditioning, if reconditioning has been attempted, and muck excavation in the event that
unsuitable material is encountered and removed at the direction of the Engineer. It shall be at the Engineer’s discretion to
determine if the Contractor has made a sufficient effort to control the moisture in the sub-grade material and made a
reasonable effort to recondition the sub-grade.
Soil sterilization shall be applied under all new asphalt paving and shall be considered incidental to the work.
Sterilization shall not be paid for separately under this item.
This item (Reconditioning) will not be necessary or paid for in flyash stabilized areas.
Subsection 306.04 is revised to include the following:
The accepted quantities of Reconditioning will be paid for at the contract unit price per square yard.
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ( ).
306-01 Reconditioning (8") - (SY)
306-02 Sidewalk Preperation – (SY)
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and
incidentals and for doing all work involved in Reconditioning, complete-in-place, including compaction, wetting or
drying, and finish grading, as shown on the plans, as specified in these specifications, and as directed by the Engineer.
END OF SECTION
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 16
REVISION OF SECTION 307
FLYASH SUBGRADE STABILIZATION
Section 307 of the Standard Specifications is revised as follows:
This item shall consist of treating the subgrade, adding Class "C" fly ash, mixing and compacting of the mixed material
to the required depth and density. This item applies to natural ground or embankment and shall be constructed as
specified herein and in conformity with the typical sections, lines and grades as shown on the plans or as established by
the Engineer.
MATERIALS
A. Fly Ash - The fly ash shall meet ASTM Specification 618, Section 3.2, when sampled and tested in accordance
with Sections 4, 6, and 8 unless otherwise shown on the plans. Fly ash shall be Class C designation containing
a minimum of 25 percent CaO.
B. Water - The water used in the stabilized mixture shall be clean, clear, and free of sewage, vegetable matter, oil,
acid, and alkali. Water known to be potable may be used without testing. All other sources shall be tested in
accordance with AASHTO T-26 and approved by the Materials Engineer.
EQUIPMENT
A. The machinery, tools and equipment necessary for proper prosecution of the Work shall be on the project site
and approved by the Engineer prior to the beginning of construction operations. All machinery, tools and
equipment used shall be maintained in a satisfactory and workmanlike manner.
B. Fly ash shall be stored and handled in closed weatherproof containers until immediately before distribution on
the road. If storage bins are used, they shall be completely enclosed.
C. If fly ash is furnished in trucks, each truck shall have the weight of fly ash certified on public scales or the
Contractor shall place a set of standard platform truck scales or hopper scales at a location approved by the
Engineer.
CONSTRUCTION METHODS
A. General
It is the primary purpose of this specification to secure a completed course of treated material that contains
the following:
1. Uniform fly ash/soil mixture with no loose or segregated areas;
2. Uniform density and moisture content
3. Is well bound for its full depth
4. A smooth surface suitable for placing subsequent courses.
It shall be the responsibility of the Contractor to regulate the sequence of his work; to process a sufficient
quantity of material to achieve full depth as shown on plans; to use the proper amounts of fly ash; to maintain
the work; and to rework the courses as necessary to meet the above requirements at no additional cost.
Before other construction operations are initiated, the subgrade shall be graded and shaped to enable the fly ash
treatment of materials in place, in conformance with the lines, grades, and thickness shown on the plans.
Unsuitable soil or materials shall be removed and replaced with acceptable material.
The subgrade shall be firm and able to support, without displacement, the construction equipment and the
compaction hereinafter specified. Soft or yielding subgrade shall be corrected and made stable by scarifying,
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 17
adding fly ash, and compacting until it is of uniform stability.
If the Contractor elects to use a trimming machine that will remove the subgrade material accurately to the
secondary grade, he will not be required to expose the secondary grade or windrow the material. However, the
Contractor shall be required to roll the subgrade, as directed by the Engineer, before using the trimming
machine and correcting any soft areas that this rolling may reveal. This method will be permitted only where a
machine is provided which will ensure that the material is cut uniformly to the proper depth and which has
cutters that will plane the secondary grade to a smooth surface over the entire width of the cut. The machine
shall be of such design that visible indication is given at all times that the machine is cutting to the proper depth.
B. Application
The fly ash shall be spread by an approved spreader at the rate of 12% dry weight of soil as shown on the plans
and as directed by the Engineer. A motor grader shall not be used to spread the fly ash.
The fly ash shall be distributed at a uniform rate and in such manner as to reduce the scattering of fly ash by
wind to a minimum. Fly ash shall not be applied when wind conditions, in the opinion of the Engineer, are such
that blowing fly ash becomes objectionable to traffic or adjacent property owners.
During final mixing, water shall be added to the materials as directed by the Engineer, until the proper moisture
content has been secured. Water shall be added through the pulverizing machine or method acceptable to the
Engineer to develop a uniform, controlled rate addition of the needed moisture. Initial mixing after the addition
of fly ash will be accomplished dry or with a minimum of water to prevent fly ash balls. Final moisture content
of the mix, prior to compaction, shall not exceed the optimum moisture content of the mix by more than two
percent nor by less than the optimum by more than four percent. Should the natural moisture content of the soil
be above the specified range, aeration of the soil may be required prior to addition of the fly ash.
C. Mixing
The soil and fly ash shall be thoroughly mixed by approved rotary mixers or other approved equipment, and the
mixing continued until, in the opinion of the Engineer, a homogeneous, friable mixture of soil and fly ash is
obtained, free from all clods or lumps. Water required to achieve the specified moisture content for the mixture
should be added after initial mixing.
If the soil fly ash mixture contains clods, they shall be reduced in size by raking, blading, disking, harrowing,
scarifying or the use of other approved pulverization methods so that when all non-slaking aggregates retained
on the No. 4 sieve are removed, the remainder of the material shall meet the following requirements when tested
at the field moisture condition or dry by laboratory sieves:
Minimum Passing 1: inch sieve 100 percent
Minimum Passing No. 4 sieve 60 percent
D. Compaction
Compaction of the mixture shall begin immediately after mixing of the fly ash and be completed within one
hour following addition of fly ash and water. The material shall be sprinkled as necessary to maintain the
optimum moisture. Compaction of the mixture shall begin at the bottom and shall continue until the entire
depth of mixture is uniformly compacted to a specified density.
All non-uniform (too wet, too dry or insufficiently treated) areas which appear shall be corrected immediately
by scarifying the areas affected, adding or removing material as required and reshaping the recompacting by
sprinkling and rolling. The surface of the course shall be maintained in a smooth condition, free from
undulations and ruts, until other work is placed thereon or the work is accepted.
The stabilized section shall be compacted to the extent necessary to provide the density specified below:
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 18
Description:
For fly ash treated subgrade, existing subase or existing base that will receive subsequent sub-base or base courses - Not
less than 95 percent maximum dry density (ASTM D-698)
For fly ash treated sub-base or base that will receive surface course - Not less than 95 percent maximum dry density
(ASTM D-698)
In addition to the requirements specified for density, the full depth of the material shown on the plans shall be compacted
to the extent necessary to remain firm and stable under construction equipment. After each section is completed, the
Engineer will make tests as necessary. If the material fails to meet the density requirements, the Engineer may require it
to be reworked as necessary to meet those requirements or require the Contractor to change his construction methods to
obtain required density on the next section. Throughout this entire operation, the shape of the course shall be maintained
with a blade, and the surface, upon completion, shall be smooth and in conformity with the typical section shown on the
plans and to the established lines and grades. Grading should be terminated within two hours after blending of the fly
ash. Should the material, due to any reason or cause, lose the required stability, density and finish before the next course
is placed or the work is accepted, it shall be reprocessed, re-compacted and refinished at the sole expense of the
Contractor. Reprocessing shall follow the same pattern as the initial stabilization, including the addition of fly ash.
E. Finishing, Curing and Preparation for Surfacing
After the final course of the treated sub-grade, sub-base or base has been compacted, it shall be brought the
required lines and grades in accordance with the typical sections.
1. The resulting base surface shall be thoroughly rolled with a pneumatic tire roller and “clipped”, “skinned” or
“tight bladed” by a power grader to a depth of approximately 3 inch, removing all loosened stabilized
material from the section. Re-compaction of the loose material should not be attempted. The surface shall
then be thoroughly compacted with the pneumatic roller, adding small increments of moisture as needed
during rolling. If plus No. 4 aggregate is present in the mixture; one complete coverage of the section with
the fat wheel roller shall be made immediately after the “clipping” operation. When directed by the
Engineer, surface finishing methods may be varied from this procedure provided a dense, uniform surface,
free of surface compaction plans, is produced. The moisture content of the surface material must be
maintained within the specified range during all finishing operations. Surface compaction and finishing
shall proceed in such a manner as to produce, in not more than two hours, a smooth, closely knit surface,
free of cracks, ridges or loose material conforming to the crown, grade and line shown on the plans.
2. After the fly ash treated course has been finished as specified herein, the surface shall be protected against
rapid drying by either of the following curing methods for a period of not less than three days or until the
surface or subsequent courses are placed:
(a) Maintain a thorough and continuously moist condition by sprinkling.
(b) Apply a two-inch layer of earth on the completed course and maintain in a moist condition.
(c) Apply an asphalt membrane to the treated course, immediately after same is completed. The
quantity and type of asphalt approved for use by the Engineer shall be sufficient to completely
cover and seal the total surface of the base between crown lines and all voids. If the Contractor
elects to use this method, it shall be the responsibility of the Contractor to protect the asphalt
membrane from being picked up by traffic by either sanding or dusting the surface of same. The
asphalt membrane may remain in place when the proposed surface or other base courses are
placed. Asphaltic emulsions are not acceptable for the asphaltic membrane.
METHOD OF MEASUREMENT
Fly Ash Subgrade Stabilization will be measured by the square yard to the limits as constructed in the field and be paid
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 19
for at the contract unit price per square yard.
NOTE: The square yards of Fly Ash Subgrade Stabilization is an estimate only based on the soils report and
general knowledge of the soil conditions in this area. The subgrade areas to be stabilized with fly ash will be
determined by the Engineer based upon results after proof rolling and effects resulting from inclement
weather conditions. Subgrade areas not requiring fly ash stabilization will be Reconditioned (Revision of
Section 306), measured by the square yard as constructed in the field and paid for at the Reconditioning
contract unit price per square yard.
BASIS OF PAYMENT
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ( ).
307-01 Fly-Ash - 12" Depth - 12% - (SY)
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and
incidentals and for doing all work involved in Fly ash stabilization, complete-in-place, including compaction, and wetting
or drying as shown on the plans, as specified in these specifications, and as directed by the Engineer.
END OF SECTION
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 20
REVISION OF SECTION 401 & 703
PLANT MIX PAVEMENTS – GENERAL & AGGREGATES
Section 401 and 703 of the Standard Specifications is hereby revised as follows:
Subsection 401.02 is hereby revised to include the following:
Requests made in writing by the Contractor for changes in the job mix formula will be considered by the Engineer.
A job mix formula shall be determined by the Contractor and submitted to the Engineer for approval a minimum of
one week prior to the beginning of construction for each proposed change. The Contractor shall provide the
Engineer with an asphalt mix design report from an independent testing laboratory acceptable to the
Engineer. The report shall state the Mix properties, optimum oil content, job mix formula and recommended mixing
and placing temperatures. The costs for all job mix formulas shall be the responsibility of the Contractor.
If the Contractor uses more than three (3) job mix formulas for a type of plant mix pavement used, the City may
charge the Contractor for testing and evaluation of the mix designs, including the costs for calibration of a Nuclear
Asphalt Oven.
For Superpave Mixes, delete Table 401-2 and replace with the following:
TABLE 401-2
Grading Test Procedure Minimum Test
Result
Sampling Frequency
All Gradings CP L-5109 Method B 80 One per 10, 000 metric tons (10,000 tons) or
fraction thereof (minimum)
In subsection 401.02, delete the second, third, and fourth paragraphs and replace with the following:
1. A proposed plant mix pavement mix design prepared in accordance with Colorado Procedure 52(CP52-99),
including a proposed job-mix gradation for each mixture required by the Contract which shall be fully within the
Master Range Table, Tables 703-3A, B, and C, before the tolerances shown in Table 401-1 are applied. The
weight of lime shall be included in the total weight of the material passing the 75 mm (No. 200) sieve. The
restricted zone boundaries shown for all gradings in Tables 703-3A, 703-3B, and 703-3C are to be used as
guidelines in mix design development. However, the job-mix gradation is not required to pass above or below
the restricted zone boundaries.
2. The name of the refinery supplying the asphalt cement and the source of the anti-stripping additive.
3. A sufficient quantity of each aggregate for the Department to perform the tests specified in section 2.2.1 of CP52.
In subsection 401.02 delete Table 401-1, including the footnotes, and replace with the following:
TABLE 401-1Bitumen Content
Asphalt Recycling Agent
Temperature of Mixture When Discharged from Mixer
±0.3%
±0.2%
±10°C
1Hot Bituminous Pavement - Item 403
Passing the 9.5 mm (3/8²) and larger sieves
Passing the the 4.75 mm (No. 4) and 2.36 mm (No. 8) sieves
Passing the 600 mm (#30) sieve
Passing the 75 mm (#200) sieve
±6%
±5%
±4%
±2%
1When 100% passing is designated, there shall be no tolerance. When 90-100% passing is designated, 90%
shall be the minimum; no tolerance shall be used.
Delete Subsection 401.07 and replace with the following:
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 21
Plant mix pavement shall be placed only on properly prepared unfrozen surfaces which are free of water, snow, and ice.
The plant mix pavement shall be placed only when both the air and surface temperatures equal or exceed the
temperatures specified in Table 401-3 and the Engineer determines that the weather conditions permit the pavement to be
properly placed and compacted.
Table 401-3
Placement Temperature Limitations in ºC
Compacted Layer
Thickness in
mm (inches)
Minimum Surface and Air
Temperature ºC (ºF)
Top
Layer
Layers Below
Top Layer
<38 (1½)
38 (1½) - <75 (3)
75 (3) or more
15 (60)
10 (50)
7 (45)
10 (50)
5 (40)
2 (35)
Note: Air temperature is taken in the shade. Surface is defined as the existing base on which the
new pavement is to be placed.
If the temperature falls below the minimum air or surface temperatures, paving shall stop.
The Contractor shall schedule the work so that no planed or recycled surface is left without resurfacing for more than 10
calendar days during the period specified in Table 401-3A, below. The Contractor shall immediately place a temporary
hot bituminous pavement layer on any surface that has been planed or recycled and can not be resurfaced in accordance
with the above temperature requirements within 10 calendar days after being planed or recycled. The minimum thickness
of the temporary hot bituminous pavement layer shall be 50 mm (2 inches). The Contractor shall perform the quality
control required to assure adequate quality of the hot bituminous pavement used in the temporary layer. All applicable
pavement markings shall be applied to the temporary layer surface. The Contractor shall maintain the temporary layer for
the entire period that it is open to traffic. Distress which affects the ride, safety, or serviceability of the temporary layer
shall be immediately corrected to the satisfaction of the Engineer. The temporary hot bituminous pavement layer shall be
removed when work resumes.
Table No. 401-3A
Periods Requiring Overlay of Treated Surfaces
Location by Elevation Period During Which Planed or Recycled
Surfaces Must be Overlaid within Ten Days
All areas below and including 2100 m
(7000 feet) October 1 to March 1
All areas above 2100 m (7000 feet) up to
and including 2600 m (8500 feet) September 5 to April 1
All areas above 2600 m (8500 feet) August 20 to May 15
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 22
In Subsection 401.15, delete the third and fourth paragraphs (including table) and replace with the following:
The minimum temperature of the mixture when discharged from the mixer and when delivered for use shall be as shown
in the following table:
Asphalt Grade Minimum Mix Discharge
Temperature, °C (ºF)*
Minimum Delivered
Mix Temperature, °C (ºF)**
PG 58-28 135 (275) 113 (235)
PG 58-22 138 (280) 113 (235)
PG 64-22 143 (290) 113 (235)
AC-20 Rubberized 160 (320) 138 (280)
PG 76-28 160 (320) 138 (280)
PG 70-28 149 (300) 138 (280)
PG 64-28 149 (300) 138 (280)
PG 58-34 149 (300) 138 (280)
* The maximum mix discharge temperature shall not exceed the minimum discharge temperature by more than
17°C (30ºF) .
** Delivered mix temperature shall be measured behind the paver screed.
Hot-mix asphalt mixture shall be produced at the lowest temperature within the specified temperature range that produces
a workable mix and provides for uniform coating of aggregates (95% minimum in accordance with AASHTO T 195),
and that allows the required compaction to be achieved.
Subsection 401.16 is hereby revised to include the following:
The mixture shall be laid upon an approved surface, spread and struck off to provide for drainage to the side(s) of the
roadway with a minimum cross slope of two percent (2%) or as directed by the Engineer.
In subsection 401.17, first paragraph, delete the last two (2) sentence and replace with the following:
When the mixture contains unmodified asphalt cement (PG 58-28, PG 58-22, or PG 64-22) or modified (PG 58-34), and
the surface temperature falls below 85°C (185 ºF), no further compaction effort will be permitted unless approved. If the
mixture contains modified asphalt cement (AC-20R, PG 76-28, PG 70-28, or PG 64-28) and the surface temperature falls
below 110°C (230 ºF), no further compaction effort will be permitted unless approved.
Subsection 401.17 is hereby revised to include the following:
All pneumatic tire rubbers shall be equipped with rubber skirts.
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 23
In subsection 703.04 delete Table 703-3 and replace with Tables 703-3A, B, and C as follows:
TABLE 703-3A
Master Range Table for Hot Bituminous Pavement (Grading S)
Sieve
Size
Percent by Weight
Passing Square Mesh
Sieves
Restricted Zone Boundary (Guideline)
Minimum Maximum
37.5 mm (1½”)
25.0 mm (1”) 100
19.0 mm (¾”) 90 - 100
12.5 mm (½”) *
9.5 mm (3/8”) *
4.75 mm (#4) *
2.36 mm (#8) 23 - 49 34.6 34.6
1.18 mm (#16) 22.3 28.3
600 mm (#30) * 16.7 20.7
300 mm (#50) 13.7 13.7
150 mm (#100)
75 mm (#200) 2 - 8
* These additional Form 43 Specification Screens will initially be established using values from the As Used
Gradation shown on the Design Mix.
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 24
TABLE 703-3B
Master Range Table for Hot Bituminous Pavement (Grading SX)
Sieve
Size
Percent by Weight
Passing Square Mesh
Sieves
Restricted Zone Boundary (Guideline)
Minimum Maximum
37.5 mm (1½”)
25.0 mm (1”)
19.0 mm (¾”) 100
12.5 mm (½”) 90 - 100
9.5 mm (3/8”) *
4.75 mm (#4) *
2.36 mm (#8) 28 - 58 39.1 39.1
1.18 mm (#16) 25.6 31.6
600 mm (#30) * 19.1 23.1
300 mm (#50) 15.5 15.5
150 mm (#100)
75 mm (#200) 2 - 10
* These additional Form 43 Specification Screens will initially be established using values from the As Used
Gradation shown on the Design Mix.
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 25
TABLE 703-3C
Master Range Table for Hot Bituminous Pavement (Grading SG)
Sieve
Size
Percent by Weight
Passing Square Mesh
Sieves
Restricted Zone Boundary (Guideline)
Minimum Maximum
37.5 mm (1½”) 100
25.0 mm (1”) 90 - 100
19.0 mm (¾”)
12.5 mm (½”) *
9.5 mm (3/8”) *
4.75 mm (#4) * 39.5 39.5
2.36 mm (#8) 19 - 45 26.8 30.8
1.18 mm (#16) 18.1 24.1
600 mm (#30) * 13.6 17.6
300 mm (#50) 11.4 11.4
150 mm (#100)
75 mm (#200) 1 - 7
* These additional Form 43 Specification Screens will initially be established using values from the As Used
Gradation shown on the Design Mix.
END OF SECTION
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 26
REVISION OF SECTION 403
HOT BITUMINOUS PAVEMENT
Section 403 of the Standard Specifications is hereby revised as follows:
Subsection 403.01 is revised to include the following:
Hot Bituminous Pavement – This shall consist of constructing one or more courses of HBP Grading S & SG over
existing pavement or subgrade surfaces previously prepared by the contractor or City of Fort Collins Crews.
Asphalt Hand Patching – HBP Grading S & SG shall be used in locations as directed by the Engineer. These quantities
will be restricted to small areas which require hand placement methods and conventional paving equipment cannot be
utilized.
Asphalt Leveling Course ¾ Grading S – (PG 64-22) – (TON)
WestBound Harmony Detour Paveing - 200'x60'x4" (2” PG 64-22 on 3” PG 58-28) – This work will consist of
installing 3” of PG 58-28 SG with a 2” PG 64-22 top lift at the “shoe-flys” to detour traffic around the concrete
intersection work and the fill work on the Westbound lanes of Harmony Road. The City of Fort Collins’ anticipates
using a shoe-fly at approximate locations: STA 132+50 to 134+50 AND STA 163+00 to 165+00. The fill required to
build up the shoe-flys will be included in the earth as fill is necessary in these locations per the final design. Pavement
cutting, excavation, subgrade preparation, haul and disposal, bituminous materials, aggregate, asphalt cement, asphalt
recycling agent, additives, hydrated lime, and all other work necessary to complete each hot bituminous pavement item
will not be paid for separately but shall be included in the unit price bid. The item will be paid as per Ton.
Subsection 403.02 is revised to include the following:
Laboratory Mix Design – Grading S & SG - The mix designs shall be prepared by an independent laboratory
acceptable to the Engineer and shall be submitted by the Contractor to the Engineer for approval a minimum on one (1)
month prior to the beginning of paving for this project. The criteria for the mix design is as follows:
HBP Grading S & SG
SEE TABLE 403-1 NEXT PAGE FOR DESIGN CRITERIA
A request made in writing by the Contractor for changes in the job mix formula will be considered by the Engineer.
The Contractor shall prepare a quality control plan outlining the steps taken to minimize segregation of HBP. This plan
shall be submitted to the Engineer and approved prior to beginning the paving operations. When the Engineer
determines that segregation is unacceptable, the paving shall stop and the cause of segregation shall be corrected
before paving operations will be allowed to resume. The Contractor will not be allowed to clean the paver hoper
during paving operations.
Reclaimed materials will not be allowed in Hot Bituminous Pavement. A maximum of 20% reclaimed material will be
allowed for HBP Grading SG. The Contractor shall construct the work such that all roadway pavement placed prior to
the time paving operations end for the year, shall be completed to the full thickness required by the plans. The
Contractor's Progress Schedule shall show the methods to be used to comply with this requirement.
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 27
Vertical drop offs will not be allowed at the end of any days paving. Paper joints will be required to a taper equaling 3
times the amount of drop. Paving joints shall be at the lane lines or in the center of the lane. In no case shall the
paving joints be in the wheel path. The contractor shall submit a longitudinal joint and pavement marking plan 3
days prior to paving.
PAVEMENT SECTION: NOTE: All Contract Quantites are Based
Grading S-100 (PG 64-28) on a Preliminary Pavement Design
Grading SG-100 (PG58-28) by Terracon. The City is currently
Aggregate Base Coarse performing a final pavement design
Flyash Treated Subgrade for Harmony and Ziegler. The Quantites
are Representative of the Design we
Anticipate on each Roadway.
The design mix for Grading S, SX, and SG shall conform to the following:
TABLE 403-1
Property Test
Method Grading S Grading SG
Grading SX
N/A this Project
Air Voids, percent at:
N (initial)
N (design)
N (maximum)
CPL 5115
> 11.0
3.0 - 5.0
> 2.0
> 11.0
3.0 - 5.0
> 2.0
> 11.0
3.0 - 5.0
> 2.0
Lab Compaction (Revolutions):
N (initial) (a)
N (design) (b)
N (maximum) (a)
CPL 5115
8
100
174
8
100
174
(a)
(b)
(a)
Stability, minimum (a)
(for information) CPL 5106 42 42 (a)
Aggregate Retained on the 4.75 mm
(No. 4) Sieve with at least two
Mechanically Induced Fractured
Faces, % minimum
CP 45 60 60 60
Accelerated Moisture Susceptibility
Tensile Strength Ratio (Lottman),
minimum
CPL 5109
Method B 80 80 80
Minimum Dry Split Tensile
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 28
Note: AIMS-2 = Asphalt Institute Manual Series 2
Note: The current version of CPL 5115 is available from the Region Materials Engineer.
Note: Mixes with gradations having less than 40% passing the 4.75 mm (No. 4) sieve shall be approached
with caution because of constructability problems.
Subsection 403.03 is revised to include the following:
Regardless of the delivery temperature, the mixture shall not be placed for use on the roadway at a temperature lower
than 225º F.
Emulsified Asphalt for tack coat shall be Grade CSS-1h. The tack coat shall consist of a 1:1 dilution (one (1) part
emulsified asphalt to one (1) part water). The application rate for tack coat shall be approximately 0.1 gallons per square
yard.
The existing pavement shall be broomed and cleaned to be free of dirt, water, vegetation and other deleterious matter
immediately prior to commencing the paving operation. Edges of the area to be patched shall be sawcut vertically, and
perpendicular or parallel to the roadway, as directed by the Engineer. Tack coat shall be placed against clean, vertical
edges on all sides of the area to be patched.
Hot Bituminous Pavement Grading S and SX shall be placed in equal lifts not exceeding three (3) inches. The minimum
lift thickness for Grading SX shall be one (1) inch and Grading S shall be (1 ½) inch. HBP Grading SG shall be placed
in equal lifts not exceeding four (4) inches and the minimum lift thickness shall be three (3) inches. Overlaying layers of
Hot Bituminous Pavement shall not be placed until the lower layer has cooled sufficiently to provide a stable material
which will support the equipment without rutting, shoving or moving in any manner. Tack coat shall be placed between
all lifts.
NOTE: Any leveling courses placed shall be paid for at the contract unit price for Hot Bituminous Pavement.
Subsection 403.04 shall include the following:
Hot Bituminous Pavement Grading SX, S and SG, will be measured by the ton and paid for at the Contract Unit Price for
Asphalt Patching and Hot Bituminous Pavement. Pavement cutting, excavation, subgrade preparation, haul and disposal,
bituminous materials, aggregate, asphalt cement, asphalt recycling agent, additives, hydrated lime, and all other work
necessary to complete each hot bituminous pavement item will not be paid for separately but shall be included in the unit
price bid.
Load slips shall be consecutively numbered for each day and shall include batch time.
Subsection 403.05 is revised to include the following:
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ( ).
403-01 Hot Bituminous Pavement – Grading S – 100 – (2” Depth) – (PG 64-28) – (TON)
403-02 Hot Bituminous Pavement – Grading S – 100 – (2.5” Depth) – (PG 64-22) – (TON)
403-03 Hot Bituminous Pavement – Grading SG – 100 – (4” Depth) – (PG 58-28) – (TON)
403-04 Asphalt Leveling Course ¾ Grading S - 100 – (PG 64-28) – (TON)
403-05 Asphalt Hand Patching – Grading S – 100 – (3”) – (PG 64-28) – (TON)
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 29
403-06 Asphalt Hand Patching – Grading SG -100 (7” Depth) – (PG 58-28) – (TON)
403-07 WestBound Harmony Detour Paving - 200'x60'x5" (2” PG 64-28 on 3” PG 58-28) – (TON)
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and
incidentals, and for doing all the work involved in Hot Bituminous Pavement and Asphalt Patching, including pavement
cutting, excavation, subgrade preparation, haul and disposal, compaction, rolling, surface preparation, and bituminous
materials, complete in-place, as shown on these plans, as specified in these specifications, and as directed by the
Engineer.
END OF SECTION
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 30
REVISION OF SECTION 412
PORTLAND CEMENT CONCRETE PAVEMENT
Section 412 of the Standard Specifications is hereby revised as follows:
Subsection 412.03 is revised to include the following:
Concrete pavement shall conform to Class “P” concrete as specified in Subsections 601.02 and 601.03. Class “P”
concrete shall have a minimum 28-day field compressive strength of 4200 psi.
The Contractor shall submit a concrete mix design for Class “P” showing and establishing the proportions of all the
ingredients. The Contractor shall be responsible for all subsequent adjustments necessary to produce the specified
concrete mix. The Contractor shall submit a new mix design based on the Class “P” requirements when a change
occurs in the type of cement, or sources of fly ash, or aggregate. The contractor may delete Class F fly ash and
also substitute Size 67 aggregate in lieu of the larger aggregate blend for the Class “P” concrete only upon the
approval of the mix design submitted to the Engineer.
The Contractor shall also submit a mix design for High Early Concrete. This mix shall have a minimum 24-hour
field compressive strength of 3000 psi and a minimum 28-day field compressive strength of 4200 psi. This item
shall be paid for by the cubic yard of concrete used. It shall include supplying, placing, curing and texturing the high
early concrete. Payment for the cost of using high early concrete will be paid for by the cubic yard for the
incremental increase in cost and will be paid only when the Engineer requires use of high early concrete.
No concrete shall be placed until the applicable mix design and maturity relationship has been submitted, reviewed
and approved by the Engineer. Review and approval of the mix designs by the Engineer will not constitute
acceptance of the concrete. Acceptance shall be based solely on the work conforming to the specifications and
on satisfactory test results of the concrete placed on this project.
Subsection 412.12 is revised to include the following:
Immediately following the burlap drag finish, the surface shall be given an “astroturf” drag finish. Materials used
for final finish shall be of such texture and weight to produce a uniform texture similar to a broom type finish. Drags
shall be full width of the new pavement and maintained in acceptable condition as specified for “astroturf” drag
finish.
Subsection 412.13 is revised to include the following:
The Contractor shall saw joints early enough to control or limit random cracking but not too early as to create
chipping along the sawed joint. Saw cutting will not be allowed between the hours of 9:00 p.m. and 6:00 a.m.
unless approved by the Engineer. Saw cutting joints shall be included in this work and will not be paid for
separately.
If the Contractor proposes variations from CDOT M Standards, it is requested that the Contractor shall prepare a
pavement joint and doweling layout for approval by the Engineer.
Subsection 412.17 is revised to include the following:
The concrete pavement smoothness shall meet the requirements of Category 4, Class I, as shown in Table 412-1 for
the Profilograph test.
Subsection 412.18 is revised to include the following:
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 31
Silicone joint sealant material: Concrete joints shall be sealed with an approved silicone joint sealant material. A
copy of the manufacturer’s recommendations pertaining to the application of the sealant shall be submitted to the
Engineer for approval prior to the beginning of work, and these recommendations shall be adhered to by the
Contractor, with such exceptions as this specification may require. The sealant material shall be applied into the
joint using equipment and techniques recommended by the joint sealant manufacturer. The Engineer may elect to
check for bonding or adherence to the sides of the joint. If the sealant does not bond to the joint, the Contractor shall
remove the joint sealant material and clean and reseal these joints in accordance with the criteria outlined.
Backer rod: Shall be a round, heat resistant material meeting the requirements set forth by the joint sealant
manufacturer. The Contractor shall submit the proposed material to the Engineer for review and approval prior to
use. The backer rod shall be placed in such a manner that the grade for the proper depth of the sealant material is
maintained. The depth of the sealant shall be a maximum of ¼ inch.
The Contractor shall thoroughly clean the joint and adjacent pavement surface for a width of not less than one inch
(1”) on each side of the joint of all scale, dirt, dust, residue, or any foreign material that will prevent bonding of the
joint sealant. This operation is to be accomplished by immediately flushing the joints with water after sawing. The
joints shall be sandblasted after they have dried, just prior to sealing. After sandblasting, the joint shall be cleaned
using compressed air with a minimum pressure of 100 psi. The sandblasting and air cleaning shall be performed on
the same day as the backer rod placement and joint sealant application. Sealant shall not commence for a minimum
of 24 hours after sawing or a weather event without approval of the Engineer.
Enhanced Concrete Crosswalk – 10” – Davis Tile Red w/Stamped Border – Concrete crosswalks shall be Class
“P” concrete as specified in Section 412 of these specifications. The concrete shall be integrally colored with the
required lbs. of Davis Color per sack of cement. The Contractor shall submit a new mix design based on the Class
“P” requirements when a change occurs in the type of cement, flyash or aggregate size. The Color of the crosswalks
will be Davis Color “Tile Red”. The texture will be Brickform Texture Mats FM-3500 Cal Weave, 24”x24”. The
surface of the concrete crosswalk shall be sealed and protected from drying by applying Davis W-1000 Clear Cure
and Seal, or approved equal. The unit price bid per square foot of concrete crosswalk shall include the entire
Contractor's costs. The price bid shall include: saw cutting, furnishing and installing dowel bars and keyways as
required; supplying, forming, placing, finishing, and edging the concrete surface; curing/sealing materials; joint
materials/sealers; texturing equipment as determined, and all other related and necessary materials, work, and
equipment required to construct the concrete crosswalks in accordance with the Specifications.
Subsection 412.24 is revised to include the following:
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ( ).
412-01 Concrete Pavement (10”) – (SY)
412-02 Enhanced Concrete Crosswalk – 10” – Tile Red w/Stamped Border – (SY)
The above prices and payment shall include full compensation for furnishing all labor, materials, tools, equipment,
and incidentals, and for doing all the work involved in placing concrete pavement, complete-in-place, including haul,
concrete materials, finishing the surface, saw cutting the joints, curing, placing dowels, and sealing joints as shown
on the plans, as specified in these specifications, and as directed by the Engineer.
END OF SECTION
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 32
REVISION OF SECTION 506
RIPRAP
Section 506 of the Standard Specifications is hereby revised as follows:
Subsection 506.01 is revised to include the following:
This work consists of the construction of riprap sections with riprap, Type II bedding and covered with topsoil in
accordance with these specifications and in conformity with the lines and grades shown on the plans or established
grades.
Subsection 506.02 is revised to include the following:
Color of buried riprap shall be approved by the Engineer. Exposed riprap shall be gray to blue gray in color or as
approved by the Engineer.
Rock used for riprap shall be hard, durable, angular in shape and free from cracks, over-burden, shale and organic
matter. Thin, slab type stones, rounded stones and flaking rock shall not be used. Removed concrete shall not be
used for riprap without specific written approval by the Engineer. Service records of the proposed material will
be considered by the Engineer in determining the acceptability of the rock. Neither breadth nor thickness of a single
stone shall be less than one-third (1/3) its length.
Bedding material shall conform to the specification for Type II Filter material as per the City of Fort Collins Storm
Drainage Design Criteria and Construction Standards (Table 12-3) or CDOT Class A filter material (Section
703.09).
Subsection 506.03 is revised to include the following:
Wherever possible, the excavation for the riprap sections shall be undisturbed material, or where this is not
possible, the underlying materials shall be compacted to 95% of maximum density as determined by ASTM D
698. The bottom of the excavation shall have a uniform slope, be reasonably smooth, free from mounds and
windrows and free of debris prior to placing the filter material.
Bedding material shall be placed on top of the sub-grade material prior to riprap installation at all locations of riprap
sections shown on the plans. The layer shall be shaped to provide the minimum thickness of bedding material as
shown on the details of the plans.
Riprap material shall be placed immediately after the bedding material is placed and in a manner to provide a well-
graded mass of stone with minimum voids. Riprap may be machine-placed with sufficient handwork to minimize
disturbance of the bedding material layer. This material shall be placed to the required thickness and grade shown
on the details of the plans.
Topsoil material shall be used to backfill and bury the entire riprap bed area and compacted to insure thorough
settling of the topsoil within the rock voids. The top three inches (3”) of the topsoil shall be loosely placed. This
material shall be placed to the required thickness as shown on the details of the plans. The contractor shall utilize,
when appropriate, existing topsoil on site.
Subsection 506.04 is revised to include the following:
Riprap sections specified in the plans will be paid for at the contract unit price per EA. The unit price bid shall
include all costs associated with installation of the bedding material, riprap and topsoil including excavating for the
placement of these materials, all materials, delivery, stockpiling and handling of the riprap.
Subsection 506.05 is revised to include the following:
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 33
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ( ).
506-01 D-50 Buried Rip-Rap, 6” Topsoil (CIP Per Detail) – (EA)
The above prices and payment shall include full compensation for furnishing all labor, materials, tools, equipment,
and incidentals, and for doing all the work involved in excavating, placing riprap, bedding and topsoil, complete-in-
place, including haul and stockpile of materials, handling of the riprap and finish grading of the surface as shown on
the plans, as specified in these specifications, and as directed by the Engineer.
END OF SECTION
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 34
REVISION OF SECTION 601
STRUCTURAL CONCRETE
Section 601 of the Standard Specifications is hereby revised as follows:
Subsection 601.01 is revised to include the following:
This work shall consist of the construction of a double barrel cast-in-place box culvert, wing walls, parapet walls,
railings and necessary conduits in accordance with the plans, specifications, and the Larimer County Urban Area
Street Standards (Refer to detail drawing 11-01F). It shall be the Contractor's responsibility to purchase and
familiarize themselves with these specifications. The Contractor is responsible for providing all materials and
equipment necessary to meet the requirements of the Colorado Department of Transportation Standards and Larimer
County Urban Area Street Standards.
Mix Design :
1. Compressive Strength: 4000 psi at 28 days
a. Minimum number of cylinders passing above requirement shall be 90%.
b. Minimum strength of cylinder acceptable, 3800 psi.
2. Cement Content: 6 bags per cubic yard minimum
3. Maximum Permissible Water – Cement Ratio
a. For 4000 psi strength, non air-entrained, absolute ratio by weight 0.49.
b. For 4000 psi strength, air-entrained, absolute ratio by weight 0.45.
4. Slump: Four inch maximum.
5. Air Content: 6% +/- 1 ½% for concrete with exposed surfaces or subject to freezing and thawing; not
required for other concrete.
All Shop Drawings must be approved by the Design Engineer (Gary Weeks with Weeks and Associates).
The accepted quantities will be paid for at the contract unit price.
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ( ).
601-01 Concrete Retaining Wall with Footer and 6' Attached Block Wall – (EA)
601-02 Concrete Wall Extension with Guardrail – (LS)
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment,
and incidentals and for doing all Work involved in a cast in place box culvert, as shown on the plans, as specified in
these specifications, and as directed by the Engineer.
END OF SECTION
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 35
REVISION OF SECTION 603
CULVERTS AND SEWERS
Section 603 of the Standard Specifications is hereby revised as follows:
Subsection 603.01 is revised to include the following:
This work shall consist of the construction and reconstruction of reinforced concrete pipe, pipe encasement, pipe
connections, and joint encasement in accordance with the plans, specifications, the City of Fort Collins Storm
Drainage Design Criteria and Construction Standards. It shall be the Contractor's responsibility to purchase and
familiarize themselves with these specifications. The Contractor shall include in the Work all the necessary items to
complete the Work including but not limited to excavation, bedding, backfill, and compaction.
The accepted quantities will be paid for at the contract unit price.
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ( ).
603-01 18” RCP Class III – (LF)
603-02 24” RCP Class III – (LF)
603-03 19”x30” HERCP Class III – (LF)
603-04 34”x53” HERCP Class III – (LF)
603-05 8” HDPE Pipe – (LF)
603-06 18” RCP Class III FES – (EA)
603-07 19”x30” HERCP Class III FES – (EA)
603-08 Concrete Encasement – (LF)
603-09 18” RCP Thru Retaining Wall – (EA)
603-10 Tie 34”x53” HERCP to Existing Concrete irrigation Ditch – CIP – (EA)
603-11 Tie to Existing Manhole – (EA)
603-12 4” Median Underdrain Pipe – (Perforated) - (LF)
603-13 4” Median Underdrain Pipe – (Solid) - (LF)
603-14 4” Median Underdrain clean-out – (EA)
603-15 4” Median Underdrain/Storm Sewer Tie-in (Core Drill and Connect with Non-shrink Grout) – (EA)
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment,
and incidentals and for doing all Work involved in installing pipe and encasing joints, complete in-place, as shown
on the plans, as specified in these specifications, and as directed by the Engineer. Concrete and/or Asphalt patching
will be paid for separately under the appropriate item.
END OF SECTION
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 36
REVISION OF SECTION 604
MANHOLES, INLETS, AND METER VAULTS
Section 604 of the Standard Specifications is hereby revised as follows: Fort Collins Loveland Water District
Specifications can be obtained at 5150 Snead Drive Fort Collins, Colorado. A mandatory pre-construction will be
required before the contractor starts any work on the district system.
Subsection 604.01 is revised to include the following:
This work shall consist of the construction of manholes, CDOT Type ‘R’ inlets, type 16 combination inlets, and
providing and maintaining erosion control, in accordance with the plans, specifications, and the City of Fort Collins
Storm Drainage Design Criteria and Construction Standards. It shall be the Contractor's responsibility to purchase
and familiarize themselves with these specifications. The Contractor shall include the cost of excavation, backfill,
compaction, and installation and maintenance of erosion control into each item listed in this section.
The Contractor shall clean all sediment caught in the storm sewer system due to this project. The frequency of the
cleaning shall be at the direction of the Engineer. The Contractor will not be allowed to flush the pipes with water.
All Erosion Control Devices, Materials, and Techniques required to prevent damage to the storm water facilities as
outlined in the City of Fort Collins Standards will be considered incidental to the work, and shall be included in the
price. No measurement for payment shall be made for maintenance of Erosion Control devices.
Subsection 604.02 is revised to include the following:
Proportioning shall conform to the requirements for Class B concrete as described in Section 601.
Subsection 604.08 is revised to include the following:
The accepted quantities will be paid for at the contract unit price.
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ( ).
604-01 5’ Type R-Inlet – (EA)
604-02 10’ Type R Inlet – (EA)
604-03 15’ Type R Inlet – (EA)
604-04 18” Area Inlet – (EA)
604-05 Inlet Type “C” – (EA)
604-06 8” HDPE Area inlet and Tie in (Core Drill and Connect with Non-shrink Grout) – (EA)
604-07 Double Type 13 Inlet – (EA)
604-08 24” Headwall – CIP – (EA)
604-09 Tie 18” RCP to Existing Storm Sewer with Concrete Collar – (EA)
604-10 4’ Diameter Sewer Manhole – (EA)
604-11 4” PVC Conduit Sleeving for Median Irrigation– (LF)
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment,
and incidentals and for doing all work involved in constructing inlets, constructing manholes, and installing and
maintaining erosion control, complete-in-place, as specified in these specifications, and as directed by the Engineer.
END OF SECTION
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 37
REVISION OF SECTION 608
SIDEWALKS AND DECORATIVE CROSSWALKS
Section 608 of the Standard Specifications is hereby revised for this project as follows:
Subsection 608.01 is revised to include the following:
This work shall consist of the construction of concrete sidewalks (6”), pedestrian access ramps, exposed aggregate
median splashblock, driveways, crosspans, and drive approaches, in accordance with the plans and specifications.
Required saw cutting will be incidental to the work and will not be measured or paid for separately. The use of
aggregate base material for fine grading or over excavated areas will not be paid for separately.
Subsection 608.02 is revised to include the following:
Proportioning shall conform to the requirements for Class "B" concrete as described in Section 601 with the
exception the minimum 28 day compressive strength shall be 4000 psi.
The Contractor shall also submit a mix design for High Early Concrete. This mix shall have a minimum 24-hour
compressive strength of 3000 psi and a minimum 28-day compressive strength of 3500 psi. It shall include
supplying, placing, curing and texturing the high early concrete. The price shall apply to all Sections including
Section 412, 608 and 610. Payment for extra cost of using high early concrete will be paid for by the cubic
yard for the incremental increase in costs and will be paid only when the Engineer requires use of high early.
Subsection 608.04 is revised to include the following:
Exposed Aggregate Concrete: The Exposed Aggregate Concrete shall be Class “EA” concrete integrally colored
with 1½ lbs. of Davis Color No. 5237 “San Diego Buff” per sack of cement. The surface of the Exposed Aggregate
Concrete shall be sealed and protected from drying by applying Davis W-1000 Clear Cure and Seal, or approved
equal. “San Diego Buff” shall be used for all exposed aggregate concrete in the median.
Truncated Dome Panels: Pedestrian Access Warning Cast Iron Plates – East Jordan Iron Works Model 7005-71.
Detectable warnings on new curb ramps shall be truncated domes of the dimensions shown in the plans. Domes
shall be prefabricated by the manufacturer as a pattern on concrete or masonry pavers. Pavers shall meet all
Americans with Disabilities Act (ADA) requirements for truncated domes, and when installed, shall be capable of
producing the pattern of domes as shown in the plans. Pavers shall meet the requirements of ASTM C 902 or ASTM
C 936.
It is the Contractor's responsibility to adequately protect their work from damage by weather (including cold, heat,
rain, wind), vandalism, or other causes until such time as it is accepted by the City. If traffic control devices are
used to protect the work, they will not be paid for separately, but shall be included in the work.
Subsection 608.05 is revised to include the following:
The Concrete Driveway (6"), Sidewalk (6"), Access Ramps w/Landings (8"), Drive Approach (6”) and Concrete
Crosspan/Apron (9 1/2") items will be measured by the square foot of finished flatwork. The price for the Access
Ramps (8") shall include the truncated dome panel landing area. Ramp area shall be measured from the back of
the curb to the back of the walk from point of curb return to point of curb return.
Subsection 608.06 is revised to include the following:
The accepted quantities will be paid for at the contract unit price.
Payment will be made under:
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 38
Pay Item and Pay Unit
The pay unit is denoted by ( ).
608-01 Concrete Sidewalk (6”) – (SF)
608-02 Concrete Pedestrian Access Ramps with Truncated Domes (8”) – (SF)
608-03 Pedestrian Refuge Island Ramp with Truncated Domes (8”) – (SF)
608-04 Sidewalk Chase – per Detail – (EA)
608-05 Concrete Drive Approach w/ Aprons (8”) – (SF)
608-06 Concrete Driveway Approach (6”) – (SF)
608-07 Exposed Aggregate Median Cover – San Diego Buff (4”) – (SF)
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment,
and incidentals, and for doing all work involved in constructing concrete sidewalks, miscellaneous flatwork, access
ramps, drive approaches, and driveways, complete-in-place, including haul, concrete materials, finishing the surface,
saw cutting joints, curing, placing dowels, and sealing joints as shown on the plans, protection from staining existing
concrete from washing the exposed aggregate, cutting the plastic used to separate the different colors as specified in
these specifications, and as directed by the Engineer.
END OF SECTION
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 39
REVISION OF SECTION 609
CURB AND GUTTER
Section 609 of the Standard Specifications is hereby revised as follows:
Subsection 609.01 is revised to include the following:
This work shall consist of the construction of cast in place vertical 6" curb and gutter, 6" outfall curb and gutter (1-ft
pan), and concrete lined irrigation ditch accordance with the details and these specifications. The unit price bid per
linear foot of curb and gutter, no sidewalk, includes construction of new curb and gutter sections, complete and in
place, measured along the flow line. Removal of curb and gutter is not included in this section, but will be measured
and paid separately as described in Section 202. It is the Contractor’s responsibility to adequately protect their
Work from damage by weather, vandalism, or other causes until such time as it is accepted by the City. If traffic
control devices are used to protect the work, they shall not be paid for separately, but shall be included in the work.
Subsection 609.02 is revised to include the following:
Proportioning shall conform to the requirements for Class "B" concrete as described in Section 601 with the
exception the minimum 28 day compressive strength shall be 4000 psi.
Subsection 609.07 is revised to include the following:
The accepted quantity of curb and gutter will be paid for at the contract unit price per linear foot.
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ( ).
609-01 Vertical Curb & Gutter (30”) - (LF)
609-02 Outfall Curb & Gutter (18”) - (LF)
609-03 Combination Vertical Curb with attached 6’ Wide Bike Lane/Gutter – (LF)
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment,
and incidentals, and for doing all work involved in constructing vertical curb and gutter, variable height curb and
gutter, concrete median curb, complete-in-place, including haul, concrete materials, finishing the surface, saw
cutting joints, curing, placing dowels, and sealing joints as shown on the plans, as specified in these specifications,
and as directed by the Engineer.
END OF SECTION
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 40
REVISION OF SECTION 619
WATER LINES
Section 619 of the Standard Specifications is hereby revised as follows:
Subsection 619.01 is revised to include the following:
FCLWD WATER LINES ITEMS
This work shall include installing ductile iron pipe (DIP), gate valves, tees, bends, tapping saddles, plugs, reaction
blocks and joining to existing lines and other items as shown on the plans and as designated by the Engineer. This
work shall meet the requirements of the current Fort Collins-Loveland Water District Standards. It shall be the
Contractors responsibility to purchase and familiarize themselves with these specifications; they can be obtained at
5150 Snead Drive Fort Collins, Colorado.
All work associated with installing the water lines that is NOT itemized in the bid tab shall be considered incidental
to the work and will not be paid for separately. This includes, but is not limited to excavating and backfilling, valve
boxes, plugs, thrust blocks, bedding materials, poly-wrap, chlorinating, pressure testing and all materials incidental
to completing the installation and connections to existing water lines.
Subsection 619.06 is revised to include the following: The contractor will be required to install the irrigation tap
and meter pit to Fort Collins Loveland Water District the installation of the backflow preventer and access steel
cage to City of Fort Collins Irrigation Specifications. Parks and recreation will have to finial inspection will have to
be coordinated by the contractor.
Subsection 619.05 is revised as follows:
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ( ).
619-01 ¾” Irrigation Service & Meter Pit/Copper-Corp-Curb Stop per COFC Spec including Backflow
Preventer/Pressure Reducer Assembly/Metal Screen Cover – (EA)
619-02 Fire Hydrant Assembly (6”, tap valve, pipe, hydrant) per COFC Spec – (EA)
The above prices and payment shall include full compensation for furnishing all labor, materials, tools, equipment,
and incidentals, and for doing all the work involved in installing ductile iron water pipe and valves, connecting to
existing water lines according to the Fort Collins-Loveland Water District Standards, complete-in-place, as shown
on the plans, as specified in these specifications, and as directed by the Engineer.
END OF SECTION
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 41
REVISION OF SECTION 630
TRAFFIC CONTROL DEVICES
Section 630 of the Standard Specifications is hereby revised as follows:
Subsection 630.01 shall be revised as follows:
This work shall consist of furnishing, installing, moving, maintaining and removing temporary traffic signs, advance
warning arrows panels, barricades, channeling devices, and delineators as required by the latest revision of the
"Manual on Uniform Traffic Control Devices for Streets and Highways" (MUTCD), the City of Fort Collins' "Work
Area Traffic Control Handbook", June 1989 with Revisions dated May 29, 1991, and the City of Fort Collins'
"Design Criteria and Standards for Streets, Subsection 1.4, "Barricades, Warning Signs, Signal Lights", July, 1986.
This work includes use of the above devices to channelize or direct traffic away from the work zone, but does not
include work zone protection. It is the Contractor's responsibility to protect his work zone and to protect Pedestrians
and Bicyclists from potential hazards arising from his work until such time as the work has been completed and can
be opened to traffic.
Traffic Control Devices shall be measured and paid for under this section based upon a lump sum pay item.
In the event of a conflict between the MUTCD criteria and the City's criteria, the City's criteria shall govern.
Traffic control devices shall be placed and/or stored in the City right-of-way in such a manner that minimizes the
hazards to pedestrians, bicyclists and vehicles. Proper placement and storage of traffic control devices will be
subject to the Engineer’s discretion.
Traffic control devices shall be removed from the site immediately upon completion of the Work, but not before the
concrete has cured sufficiently to allow vehicular traffic to use it.
Message Boards – Will be placed to the plan designed by the City of Fort Collins. This item will be paid for per
day (Day).
Traffic Control – The scope for the traffic control has been described under Section 01580 Traffic Regulation. This
item will be paid for as a lump sum (LS).
Subsection 630.02 shall include the following:
All traffic control devices placed for this project must meet or exceed the minimum standards set forth in the
MUTCD. All traffic control devices shall be clean and in good operating condition when delivered and shall be
maintained in that manner on a daily basis. All traffic control devices shall be clearly marked and free of crossed out
information or any other form of defacement that detracts from the purpose for which they are intended (i.e. crossed
out information, information written in long-hand style, etc.)
Additionally, any sign blank with sign faces on both sides must have the back sign face covered when in use to avoid
confusion to motorists traveling in the opposite direction and other potentially affected parties, such as residents
affected by any information the sign may present.
Subsection 630.05, the second paragraph shall include the following:
The reflective material shall be AP1000 Polyester (Reflexite Corporation), 3M Type III or Transparent (Reflexite
Corporation). Vinyl material is not acceptable unless its brightness is equivalent to or greater than the types named
as approved by the Engineer.
Subsection 630.08 shall be revised as follows:
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 42
Traffic control on this project is the responsibility of the Contractor.
For this project, a Traffic Control Plan shall be prepared. The Traffic Control Plan shall be submitted for
approval to the Traffic Division by 12:00 noon, two working days prior to the commencement of work. (Note:
Traffic Control Plans for work done on Monday and Tuesday shall be submitted the previous Friday by 9:00
a.m.). Facsimiles of plans shall not be allowed. No phase of the construction shall start until the Traffic Control
Plan has been approved. Failure to have an approved Traffic Control Plan shall constitute cause for the City to stop
work, as well as the Contractor's forfeiture of payment for all work and materials at that location, with no adjustment
in the contract time.
The Traffic Control Plan shall include, as a minimum, the following:
(1) A detailed diagram which shows the location of all sign placements, including advance
construction signs (if not previously approved), fines doubled for speeding signs and speed limit
signs; method, length and time duration for lane closures, and location of flag persons.
(2) A tabulation of all traffic control devices shown on the detailed diagram including, but not limited
to: construction signs; vertical panel; vertical panel with light; Type I, Type II, and Type III
barricades; cones; drum channeling devices; advance warning flashing or sequencing arrow panel.
Certain traffic control devices may be used for more than one operation or phase. However, all
devices required for any particular phase must be detailed and tabulated for each phase.
(3) Number of flaggers to be used.
(4) Parking Restrictions to be in affect.
Approval of the proposed method of handling traffic is intended to indicate minimum devices needed to control
traffic. Such approval does not relieve the Contractor of liability specifically assigned to him under this contract.
Parking Restrictions shall be clearly shown on the Traffic Control Plan, including the location and quantity of "NO
PARKING" signs, the date to be placed, and the date to be removed. Failure to have an approved Traffic Control
Plan, including the Parking Restriction information listed above shall constitute cause for the City to stop work, as
well as the Contractor's forfeiture of payment for all work and materials at that location, with no adjustment in the
contract time.
Subsection 630.09 shall be revised as follows:
Traffic Control Management shall be performed by a Traffic Control Supervisor (TCS). The TCS(s) shall possess a
valid Driver's License, a current American Traffic Safety Services Association (ATSSA) certification as a Worksite
Traffic Control Supervisor or Colorado Contractor's Association (CCA) certification as a Traffic Control Supervisor.
(Proof of certification shall be presented to the City Traffic Control Manager, and when requested by a City
representative, for each TCS utilized on this project.)
This Project will require a full-time Traffic Control Supervisor (TCS).
The TCS shall have a minimum of one-year experience as a certified TCS. The TCS shall be on site at all
times during the construction. Qualifications shall be submitted to the Engineer for approval a minimum of
one week prior to commencement of the work.
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 43
The TCS shall be equipped with a cellular phone. The cost of this phone shall be incidental to the work. The
TCS cellular phone number will be made available to the Engineer, Inspector, and the General Contractor
It is the intent of the specifications that the TCS be the same person throughout the project. If the TCS is to
be replaced during the project, the Engineer shall be given a minimum of one (1) weeks notice and
qualifications shall be submitted for approval of the TCS replacement.
Payment for the TCS shall be included in the lump sum pay item.
The TCS's duties shall include, but not be limited to:
(1) Preparing, revising and submitting Traffic Control Plans as required.
(2) Direct supervision of project flaggers.
(3) Coordinating all traffic control related operations, including those of the Subcontractors, City
Streets Department, and suppliers.
(4) Coordinating project activities with appropriate police and fire control agencies, Transfort, school
districts and other affected agencies and parties prior to construction.
(5) 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 and maintaining traffic control devices.
(11) Attending weekly progress meetings as requested by the Engineer and/or Contractor.
(12) Shall perform a minimum of Five (5) complete site checks per day, during day light hours,
including weekends and/or as requested by the City of Fort Collins representatives.
Traffic control management shall be maintained on a 24-hour per day basis. The Contractor shall make
arrangements so that the Traffic Control Supervisor or their approved representative will be available on
every working day, "on call" at all times and available upon the Engineer's request at other than normal
working hours.
All traffic control devices shall be placed under the supervision of a Traffic Control Supervisor.
The Traffic Control Supervisor shall have up to date copies of the City of Fort Collins' "Work Area Traffic Control
Handbook", and Part VI of the MUTCD, pertaining to traffic controls for street and highway construction, available
at all times.
Subsection 630.13 shall be revised as follows:
The Contractor shall supply and pay all costs associated with the traffic control for this project. Traffic Control
devices as per the provided traffic control plans are minimum requirements, additional devices, signage may be
Harmony and Ziegler Improvements – Front Range Village Development (2007) Date: May 14, 2007
Technical Specs - 44
required after initial set-up is completed This applies to all phases of this project.
The accepted quantities will be paid for at the contract unit price for each of the pay items listed below:
Payment will be made under:
Pay Item and Pay Unit
The pay unit is denoted by ( ).
630-01 Specialty Signs 3” Letters on 48” x 48” – (EA)
630-02 Message Boards (4 Boards for a total of 6 Days) – (Day)
630-03 Type III Barricades – (Section)
630-04 Traffic Control – (LS)
Flaggers and all incidental equipment will not be measured and paid for separately, but shall be included in the
Work. The flaggers shall be provided with electronic communication devices when required. These devices will
not be measured and paid for separately, but shall be included in the Work.
The cost of batteries, electricity and/or fuel for all lighting or warning devices shall not be paid for separately but
shall be considered subsidiary to the item and shall be included in the Work. Sandbags will not be measured and
paid for separately, but shall be included in the Work. The Contractor may provide larger construction traffic signs
than those typically used in accordance with the MUTCD, if approved; however, no additional payment will be
made for the larger signs. The City shall not be responsible for any losses or damage due to theft or vandalism.
SPECIAL CONDITIONS FOR WORK ON ARTERIALS AND COLLECTORS
NOTE: Cross street traffic shall be maintained at all times unless authorized by the Engineer in writing.
NOTE: Full closures on arterials and collectors, including those listed above, will be allowed under extreme
circumstances and only upon approval by the Engineer and City Traffic Division. Plans shall be approved a
minimum of one week prior to the commencement of work and/or the time required to adequately notify the
public through the media.
NOTE: The General Specifications provides additional details on allowed closures along Harmony Road and Ziegler
Road.
SPECIAL CONDITIONS FOR WORK ON RESIDENTIAL STREETS
NOTE: Full closures on all residential streets shall be allowed as shown on the traffic control plans only if
approved by the City Traffic Division.
END OF SECTION
APPENDIX "A"
Break-Down of Bid Items by Location
-Use Supplied Bid Tab for Final Estimate-
Ziegler Road Harmony Road
Item # Item Description Quantity Unit Quantity Unit Quantity Unit
Roadway Improvements
201-01 Clear and Grubbing 1 LS 0.3 LS 0.7 LS
202-01 Remove Curb and Gutter 3555 LF 2925 LF 630 LF
202-02 Remove Sidewalk 14297 SF 9633 SF 4664 SF
202-03 Remove Asphalt - Full Depth (4"-8") 17320 SY 3320 SY 14000 SY
202-04 Profile Milling 3320 SY 3320 SY SY
202-05 Remove Tree - 48"+ Diameter 4 EA 4 EA EA
202-06 Remove Tree 24" Diameter 1 EA 1 EA EA
202-07 Remove Pipe 400 LF 50 LF 410 LF
202-08 Remove Inlet 2 EA 2 EA EA
202-09 Remove Existing FES 5 EA 4 EA 1 EA
202-10 Remove Concrete Channel 320 LF LF 320 LF
202-11 Remove Leech Field and Sceptic Tank 1 LS 1 LS LS
202-12 Remove Area Inlet 1 EA 1 EA EA
202-13 Remove Irrigation Structure 1 EA EA 1 EA
202-14 Remove Existing Hydrant per FCLWD Specs 1 EA EA 1 EA
202-15 Remove Headwall 2 EA EA 2 EA
202-16 Remove Gate 5EA EA 5EA
202-17 Remove Retaining Wall 2 EA 2 EA EA
203-01 Unclassified Excavation 1083 CY 1083 CY CY
203-02 Embankment - CIP 12720 CY 4950 CY 7770 CY
203-03 Borrow Suitable Fill 11637 CY 3867 CY 7770 CY
203-04 Topsoil (Striping, Stockpiling, and Placing) 6696 CY 3211 CY 3485 CY
203-05 Import Screened Topsoil (6") in Parkway Areas 657 CY 657 CY CY
203-06 Median Fill - 60/40 Mix 2903 CY 363 CY 2540 CY
203-07 Splashblock/Hardscape Shaping - CIP 30513 SF 9800 SF 20713 SF
203-08 Flowfill Over Shallow Utilities 407 CY 101 CY 306 CY
203-09 Muck Excavation - CIP 200 CY 50 CY 150 CY
206-01 Structure Excavation 267 CY 267 CY CY
206-02 Structure Backfill On-Site Material 267 CY 267 CY CY
206-03 Filter Material - 1 1/2" Washed Rock 65 TON 65 TON TON
208-01 Erosion Control 1 LS 0.5 LS 0.5 LS
210-01 Adjust Manhole Ring/Cover 15 EA 9 EA 6 EA
210-02 Adjust Valve Box 10 EA 4 EA 6 EA
APPENDIX "A"
Break-Down of Bid Items by Location
-Use Supplied Bid Tab for Final Estimate-
Ziegler Road Harmony Road
Item # Item Description Quantity Unit Quantity Unit Quantity Unit
210-03 Modify Manhole 4 EA 4 EA EA
210-04 Relocate PRV Vent per FCLWD Specs 1 EA EA 1 EA
210-05 Relocate Meter Pit 4 EA 1 EA 3 EA
210-06 Relocate Fire Hydrant 1 EA EA 1 EA
210-07 Relocate CP Test Station 7 EA 3 EA 4 EA
210-08 Remove and Relocate Fence 820 LF 820 LF LF
210-09 Remove PVC Fence Intact and Deliver to Owner 200 LF 200 LF LF
210-10 Remove and Reset Mailbox 6 EA 4 EA 2 EA
304-01 Agg Base Course - (Class 5 or 6) - 4" Depth - CIP 1675 TON 108 TON 1567 TON
304-02 Agg Base Course - (Class 5 or 6) - 10" Depth - CIP 17965 TON 3940 TON 14025 TON
304-03 Gravel Shoulder - Class 5 or 6 Aggreegate base (6" Depth) 275 TON TON 275 TON
304-04 Road Base for Driveway Tie-ins 120 TON 120 TON TON
306-01 Reconditioning (8") 31400 SY 500 SY 30900 SY
306-02 Sidewalk Preperation 3297 SY 3113 SY 184 SY
307-01 Fly-Ash - 12" Depth - 12% 8860 SY 8860 SY SY
403-01 Hot Bituminous Pavement – Grading S – 100 – (2” Depth) – (PG 64-28) 2033 TON 2033 TON TON
403-02 Hot Bituminous Pavement – Grading S – 100 – (2.5” Depth) – (PG 64-22) 2467 TON TON 2467 TON
403-03 Hot Bituminous Pavement – Grading SG – 100 – (4” Depth) – (PG 58-28) 5440 TON 1493 TON 3947 TON
403-04 Asphalt Leveling Course ¾ Grading S - 100 – (PG 64-28) 2305 TON 525 TON 1780 TON
403-05 Asphalt Hand Patching – Grading S – 100 – (3”) – (PG 64-28) 463 TON 133 TON 330 TON
403-06 Asphalt Hand Patching – Grading SG - 100 - (7” Depth) – (PG 58-28) 1055 TON 289 TON 766 TON
403-07
WestBound Harmony Detour Paveing - 200'x60'x5" (2” PG 64-28 on 3” PG 58-
28) 720 TON TON 577 TON
412-01 Concrete Pavement - 10" 8425 SY 500 SY 7925 SY
412-02 Enhanced Concrete Crosswalk -10" - Tile Red w/ Stamped Border 547 SY SY 547 SY
506-01 D-50 Buried Rip-Rap, 6” Topsoil (CIP Per Detail) 4 EA 2 EA 2 EA
601-01 Concrete Retaining Wall with Footer and 6' Attached Block Wall 150 LF 150 LF LF
601-02 Concrete Wall Extension with Guardrail 1 LS LS 1 LS
603-01 18" RCP Class III 1128 LF 264 LF 864 LF
603-02 24" RCP Class III 14 LF 14 LF LF
603-03 19"x30" HERCP Class III 236 LF 236 LF LF
603-04 34"x53" HERCP Class III 323 LF LF 323 LF
603-05 8" HDPE Pipe 10 LF LF 10 LF
603-06 18" RCP Class III FES 8 EA 5 EA 3 EA
603-07 19"x30" HERCP Class III FES 1 EA 1 EA EA
APPENDIX "A"
Break-Down of Bid Items by Location
-Use Supplied Bid Tab for Final Estimate-
Ziegler Road Harmony Road
Item # Item Description Quantity Unit Quantity Unit Quantity Unit
603-08 Concrete Encasement 120 LF LF 120 LF
603-09 18" RCP thru Retaining Wall 1 EA 1 EA EA
603-10 Tie 34"x53" HERCP to Existing Concrete Irrigation Ditch - CIP 2 EA EA 2 EA
603-11 Tie to Existing MH 3 EA 1 EA 2 EA
603-12 4" Median Underdrain Pipe (Perforated) 3640 LF 705 LF 2935 LF
603-13 4" Median Underdrain Pipe (Solid) 910 LF 190 LF 720 LF
603-14 4" Median Underdrain Clean Out 24 EA 5 EA 19 EA
603-15
4” Median Underdrain/Storm Sewer Tie-in (Core Drill and Connect with Non-
shrink Grout) 5EA 2EA 3EA
604-01 5' Type R Inlet 3EA 2EA 1EA
604-02 10' Type R Inlet 1 EA 1 EA EA
604-03 15' Type R Inlet 2EA 1EA 1EA
604-04 18" Area Inlet 1 EA 1 EA EA
604-05 Inlet Type "C" 3EA EA 3EA
604-06 8” HDPE Area inlet and Tie in (Core Drill and Connect with Non-shrink Grout) 2 EA 2 EA EA
604-07 Double Type 13 Inlet 1 EA 1 EA EA
604-08 24" Headwall - CIP 1 EA 1 EA EA
604-09 Tie 18" RCP to Existing Storm Sewer with Concrete Collar 1 EA 1 EA EA
604-10 4' Diameter Sewer Manhole 1 EA 1 EA EA
604-11 4" PVC Conduit Sleeving for Median Irrigation 600 LF 200 LF 400 LF
608-01 Concrete Sidewalk - 6" 27350 SF 26900 SF 450 SF
608-02 Concrete Pedestrian Access Ramps with Truncated Domes (8”) 2320 SF 1120 SF 1200 SF
608-03 Pedestrian Refuge Island Ramp with Truncated Domes (8”) 1380 SF 300 SF 1080 SF
608-04 Sidewalk Chase - per Detail 3 EA 3 EA EA
608-05 Concrete Drive Approach w/ Aprons (8") 8025 SF 8025 SF SF
608-06 Concrete Drive Approach (6") 1608 SF 1608 SF SF
608-07 Exposed Aggregate Median Cover - San Diego Buff 25743 SF 5040 SF 20713 SF
609-01 Vertical Curb and Gutter - 30" 6055 LF 2435 LF 3620 LF
609-02 Vertical Curb and Gutter - 18" Outfall 10875 LF 2940 LF 7935 LF
609-03 Combination Vertical Curb with 6' Bike Lane/Gutter 500 LF 500 LF LF
619-01
¾” Irrigation Service & Meter Pit/Copper-Corp-Curb Stop per COFC Spec
including Backflow Preventer/Pressure Reducer Assembly/Metal Screen Cover 3 EA 1 EA 2 EA
619-02 Fire Hydrant Assembly (6”, tap valve, pipe, hydrant) per COFC Spec 1 EA EA 1 EA
Landscaping Quantities
2000-01 Dry-Land Seeding 7 AC 3 AC 4 AC
APPENDIX "A"
Break-Down of Bid Items by Location
-Use Supplied Bid Tab for Final Estimate-
Ziegler Road Harmony Road
Item # Item Description Quantity Unit Quantity Unit Quantity Unit
2000-02 MSE Block Retaining Wall - 12" to 24" Tall 290 LF LF 290 LF
2000-03 Median Irrigation System for Harmony Road Medians 1 LS LS 1 LS
2000-04 Median Irrigation System for Ziegler Road Medians 1 LS 1 LS LS
2000-05 6"x6" Landscape Timber Tree Well 24 EA 24 EA 24 EA
2000-06 Skyline Honey Locust 2" Cal. 21 EA 21 EA EA
2000-07 Crimson Spire Oak - 2" Cal. 12 EA 6 EA 6 EA
2000-08 Burr Oak - 2" Cal. 6 EA EA 6 EA
2000-09 Chinkapin Oak - 2" Cal. 8 EA EA 8 EA
2000-10 Chanticleer Pear 1.5" Cal. 30 EA 14 EA 16 EA
2000-11 Harrison Yellow Shrub Rose - 5 Gal. 31 EA EA 31 EA
2000-12 Single Pink Shrub Rose - 5 Gal. 7 EA EA 7 EA
2000-13 Native Pink Rose - 5 Gal. 35 EA EA 35 EA
2000-14 Dwarf Korean Lilac - 5 Gal. 36 EA EA 36 EA
2000-15 Bar harbour Juniper - 5 Gal. 118 EA 67 EA 51 EA
2000-16 Hughes Juniper - 5 Gal. 169 EA EA 169 EA
2000-17 Silver Bluestem Grass - 1 Gal. 23 EA 23 EA EA
2000-18 Feather Reed Grass - 1 Gal. 124 EA EA 124 EA
2000-19 Variegated Feather Reed Grass - 1 Gal. 99 EA EA 99 EA
2000-20 Blue Avena Grass - 1 Gal. 83 EA 83 EA 83 EA
2000-21 Mulching 39190 EA 4900 EA 34290 EA
Miscellaneous Quantites:
- Contract Bond 1LS $ - $ - 0.5 LS 0.5 LS
625-01 Construction Surveying 1 LS $ - $ - 0.5 LS 0.5 LS
626-01 Mobilization 1LS $ - $ - 0.5 LS 0.5 LS
630-01 Specialty Signs 3" letters on 48"x48" 27 EA $ 160.00 $ 4,320.00 10 EA 17 EA
630-02 Variable Message Boards 20 EA per Day $ 120.00 $ 2,400.00 6 EA per Day 14 EA per Day
630-03 Type III Barricades 8 Section $ 510.00 $ 4,080.00 2 Section 6 Section
630-04 Traffic Control 1 LS $ 100,000.00 $ 100,000.00 0.25 LS 0.75 LS
Administrative Services
Purchasing Divison
215 North Mason Street y 2nd Floor y P.O. Box 580 y Fort Collins, CO 80522-0580 y (970) 221-6775 y Fax (970) 221-6707 www.fcgov.com
ADDENDUM No. 1
SPECIFICATIONS AND CONTRACT DOCUMENTS
Description of Bid: 6055 Harmony and Ziegler Road Improvements
Front Range Village Development
OPENING DATE: 3:00 P.M. (Our Clock) June 12, 2007
To all prospective bidders under the specifications and contract documents described above,
the following changes are hereby made.
SPECIFICATIONS AND CONTRACT DOCUMENTS
I. Median Landscape and Irrigation Plans: Plans are now available for the median
landscaping and median irrigation. Available online at: https://order.e-
arc.com/arcEOC/PWELL_Project_main.asp?pub= and at Mercury LDO, 422 South
Link Lane, Fort Collins, CO, 80524.
The new plan sheets are as follows:
- L1.1 – Landscape Plan
- L1.2 – Landscape Plan
- L1.3 – Landscape Plan
- L1.4 – Landscape Plan
- L1.5 – Plant List and Notes
- IR1.1 – Irrigation Plan
- IR1.2 – Irrigation Plan
- IR1.3 – Irrigation Plan
- IR1.4 – Irrigation Plan
- IR1.5 – Irrigation Details
II. Bid Tab clarifications: Addendum #1 includes a revised Bid Tab that reflects the
Median Landscaping Quantities and Irrigation Tap/Service sizing.
If you have any questions please contact John D. Stephen, CPPO, CPPB, Senior Buyer, at
(970) 221-6777.
RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT
ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN
RECEIVED.
Administrative Services
Purchasing Divison
215 North Mason Street y 2nd Floor y P.O. Box 580 y Fort Collins, CO 80522-0580 y (970) 221-6775 y Fax (970) 221-6707 www.fcgov.com
ADDENDUM No. 2
SPECIFICATIONS AND CONTRACT DOCUMENTS
Description of Bid: 6055 Harmony and Ziegler Road Improvements Front Range Village
Development
OPENING DATE: 3:00 P.M. (Our Clock) June 12, 2007
To all prospective bidders under the specifications and contract documents described above,
the following changes are hereby made.
I. The Asphalt Design will not be available before the Bid Opening on June 12,
2007. The City will adjust the asphalt quantities to reflect the final pavement design
after the Bid is awarded. The asphalt mix designs listed on the attached Bid Tab will
remain unchanged in the Final Pavement Design, only the thickness/tonnage will be
adjusted. The unit prices of the awarded contract will not be adjusted for the
changes in asphalt thickness/tonnage.
II. Asphalt prices will be adjusted for 2008 prices in January of 2008. The City of
Fort Collins - Purchasing Department will require a statement that indicates the
change of oil price as justification for the unit price changes. The adjustment will be
made as a percentage increase applied to all Asphalt Line Items. The oil price
information will only be disclosed to the purchasing department and will be
confidential.
III. Mix Design Change: The mix design on Item 403-04 - Asphalt Leveling Course ¾
Grading S - 100 – (PG 64-28) is changed to Asphalt Leveling Course ¾ Grading
S-100 – (PG 64-22).
IV. Mix Design Change: The mix design on Item 403-05 - Asphalt Hand Patching –
Grading S – 100 – (3”) – (PG 64-28) is changed to Asphalt Hand Patching –
Grading S – 100 – (3”) – (PG 64-22).
V. Mulching will be measured and paid by the Square Foot (SF)
VI. Traffic Control Inspections will be required once daily anytime traffic control
devices are setup on the jobsite, whether work is occurring or shut down for
the winter. Furthermore, a full time Traffic Control Supervisor (TCS) will be required
anytime construction activities are occurring, including all winter work. As stated in
the contract and pre-bid, the City will not allow long term closures on the project
when no work is occurring (some devices may still be necessary to protect drop-offs
and holes).
VII. Traffic Control Specialty Signs need to use 4” Lettering.
VIII. Bid Tab clarifications: Addendum #2 includes a revised Bid Tab that reflects the
Bid Item changes.
Please contact John D. Stephen, CPPO, CPPB, Senior Buyer at (970) 221-6777 with any
questions regarding this addendum.
RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT
ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN
RECEIVED.
REVISED BID SCHEDULE
ADDENDUM 2
6055 HARMONY AND ZIEGLER ROAD IMPROVEMENTS FRONT RANGE VILLAGE DEVELOPMENT
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program Dated: 6/5/2007
Item # Item Description Quantity Unit Unit Cost Total Cost
Roadway Improvements
201-01 Clear and Grubbing 1 LS
202-01 Remove Curb and Gutter 3555 LF
202-02 Remove Sidewalk 14297 SF
202-03 Remove Asphalt - Full Depth (4"-8") 17320 SY
202-04 Profile Milling 3320 SY
202-05 Remove Tree - 48"+ Diameter 4 EA
202-06 Remove Tree 24" Diameter 1 EA
202-07 Remove Pipe 460 LF
202-08 Remove Inlet 2EA
202-09 Remove Existing FES 5 EA
202-10 Remove Concrete Channel 320 LF
202-11 Remove Leech Field and Sceptic Tank 1 LS
202-12 Remove Area Inlet 1 EA
202-13 Remove Irrigation Structure 1 EA
202-14 Remove Existing Hydrant per FCLWD Specs 1 EA
202-15 Remove Headwall 2 EA
202-16 Remove Gate 5EA
202-17 Remove Retaining Wall 2 EA
203-01 Unclassified Excavation 1083 CY
203-02 Embankment - CIP 12720 CY
203-03 Borrow Suitable Fill 11637 CY
203-04 Topsoil (Striping, Stockpiling, and Placing) 6696 CY
203-05 Import Screened Topsoil (6") in Parkway Areas 657 CY
203-06 Median Fill - 60/40 Mix 2903 CY
203-07 Splashblock/Hardscape Shaping - CIP 30513 SF
203-08 Flowfill Over Shallow Utilities 407 CY
203-09 Muck Excavation - CIP 200 CY
206-01 Structure Excavation 267 CY
206-02 Structure Backfill On-Site Material 267 CY
206-03 Filter Material - 1 1/2" Washed Rock 65 TON
208-01 Erosion Control 1LS
210-01 Adjust Manhole Ring/Cover 15 EA
210-02 Adjust Valve Box 10 EA
210-03 Modify Manhole 4EA
210-04 Relocate PRV Vent per FCLWD Specs 1 EA
210-05 Relocate Meter Pit 4 EA
210-06 Relocate Fire Hydrant 1 EA
210-07 Relocate CP Test Station 7 EA
210-08 Remove and Relocate Fence 820 LF
REVISED BID SCHEDULE
ADDENDUM 2
6055 HARMONY AND ZIEGLER ROAD IMPROVEMENTS FRONT RANGE VILLAGE DEVELOPMENT
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program Dated: 6/5/2007
Item # Item Description Quantity Unit Unit Cost Total Cost
210-09 Remove PVC Fence Intact and Deliver to Owner 200 LF
210-10 Remove and Reset Mailbox 6 EA
304-01 Agg Base Course - (Class 5 or 6) - 4" Depth - CIP 1675 TON
304-02 Agg Base Course - (Class 5 or 6) - 10" Depth - CIP 17965 TON
304-03 Gravel Shoulder - Class 5 or 6 Aggreegate base (6" Depth) 275 TON
304-04 Road Base for Driveway Tie-ins 120 TON
306-01 Reconditioning (8") 31400 SY
306-02 Sidewalk Preperation 3297 SY
307-01 Fly-Ash - 12" Depth - 12% 8860 SY
403-01 Hot Bituminous Pavement – Grading S – 100 – (2” Depth) – (PG 64-28) 2033 TON
403-02 Hot Bituminous Pavement – Grading S – 100 – (2.5” Depth) – (PG 64-22) 2467 TON
403-03 Hot Bituminous Pavement – Grading SG – 100 – (4” Depth) – (PG 58-28) 5440 TON
403-04 Asphalt Leveling Course ¾ Grading S - 100 – (PG 64-22) 2305 TON
403-05 Asphalt Hand Patching – Grading S – 100 – (3”) – (PG 64-22) 463 TON
403-06 Asphalt Hand Patching – Grading SG - 100- (7” Depth) – (PG 58-28) 1055 TON
403-07
WestBound Harmony Detour Paveing - 200'x60'x5" (2” PG 64-28 on 3” PG 58-
28) 720 TON
412-01 Concrete Pavement - 10" 8425 SY
412-02 Enhanced Concrete Crosswalk -10" - Tile Red w/ Stamped Border 547 SY
506-01 D-50 Buried Rip-Rap, 6” Topsoil (CIP Per Detail) 4 EA
601-01 Concrete Retaining Wall with Footer and 6' Attached Block Wall 150 LF
601-02 Concrete Wall Extension with Guardrail 1 LS
603-01 18" RCP Class III 1128 LF
603-02 24" RCP Class III 14 LF
603-03 19"x30" HERCP Class III 236 LF
603-04 34"x53" HERCP Class III 323 LF
603-05 8" HDPE Pipe 10 LF
603-06 18" RCP Class III FES 8 EA
603-07 19"x30" HERCP Class III FES 1 EA
603-08 Concrete Encasement 120 LF
603-09 18" RCP thru Retaining Wall 1 EA
603-10 Tie 34"x53" HERCP to Existing Concrete Irrigation Ditch - CIP 2 EA
603-11 Tie to Existing MH 3 EA
603-12 4" Median Underdrain Pipe (Perforated) 3640 LF
603-13 4" Median Underdrain Pipe (Solid) 910 LF
603-14 4" Median Underdrain Clean Out 24 EA
603-15
4” Median Underdrain/Storm Sewer Tie-in (Core Drill and Connect with Non
shrink Grout) 5EA
604-01 5' Type R Inlet 3EA
604-02 10' Type R Inlet 1EA
604-03 15' Type R Inlet 2EA
604-04 18" Area Inlet 1EA
REVISED BID SCHEDULE
ADDENDUM 2
6055 HARMONY AND ZIEGLER ROAD IMPROVEMENTS FRONT RANGE VILLAGE DEVELOPMENT
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program Dated: 6/5/2007
Item # Item Description Quantity Unit Unit Cost Total Cost
604-05 Inlet Type "C" 3EA
604-06 8” HDPE Area inlet and Tie in (Core Drill and Connect with Non-shrink Grout) 2 EA
604-07 Double Type 13 Inlet 1 EA
604-08 24" Headwall - CIP 1 EA
604-09 Tie 18" RCP to Existing Storm Sewer with Concrete Collar 1 EA
604-10 4' Diameter Sewer Manhole 1 EA
604-11 4" PVC Conduit Sleeving for Median Irrigation 600 LF
608-01 Concrete Sidewalk - 6" 27350 SF
608-02 Concrete Pedestrian Access Ramps with Truncated Domes (8”) 2320 SF
608-03 Pedestrian Refuge Island Ramp with Truncated Domes (8”) 1380 SF
608-04 Sidewalk Chase - per Detail 3 EA
608-05 Concrete Drive Approach w/ Aprons (8") 8025 SF
608-06 Concrete Drive Approach (6") 1608 SF
608-07 Exposed Aggregate Median Cover - San Diego Buff 25743 SF
609-01 Vertical Curb and Gutter - 30" 6055 LF
609-02 Vertical Curb and Gutter - 18" Outfall 10875 LF
609-03 Combination Vertical Curb with 6' Bike Lane/Gutter 500 LF
619-01
¾” Irrigation Service & Meter Pit/Copper-Corp-Curb Stop per COFC Spec
including Backflow Preventer/Pressure Reducer Assembly/Metal Screen
Cover 2EA
619-02
1” Irrigation Service & Meter Pit/Copper-Corp-Curb Stop per COFC Spec
including Backflow Preventer/Pressure Reducer Assembly/Metal Screen
Cover 1EA
619-03 Fire Hydrant Assembly (6”, tap valve, pipe, hydrant) per COFC Spec 1 EA
SUBTOTAL:
Landscaping Quantities
2000-01 Dry-Land Seeding 7 AC
2000-02 MSE Block Retaining Wall - 12" to 24" Tall 290 LF
2000-03 Median Irrigation System for Harmony Road Medians 1 LS
2000-04 Median Irrigation System for Ziegler Road Medians 1 LS
2000-05 6"x6" Landscape Timber Tree Well 24 EA
2000-06 Skyline Honey Locust 2" Cal. 21 EA
2000-07 Skyline Honey Locust 3" Cal. 19 EA
2000-08 Crimson Spire Oak - 2" Cal. 6 EA
2000-09 Burr Oak - 2" Cal. 9 EA
2000-10 Chinkapin Oak - 2" Cal. 11 EA
2000-11 SkyMaster English Oak - 3" Cal. 15 EA
2000-12 Chanticleer Pear 1.5" Cal. 33 EA
2000-13 Harrison Yellow Shrub Rose - 5 Gal. 28 EA
2000-14 Single Pink Shrub Rose - 5 Gal. 23 EA
2000-15 Native Pink Rose - 5 Gal. 35 EA
REVISED BID SCHEDULE
ADDENDUM 2
6055 HARMONY AND ZIEGLER ROAD IMPROVEMENTS FRONT RANGE VILLAGE DEVELOPMENT
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program Dated: 6/5/2007
Item # Item Description Quantity Unit Unit Cost Total Cost
2000-16 Dwarf Korean Lilac - 5 Gal. 47 EA
2000-17 Bar harbour Juniper - 5 Gal. 56 EA
2000-18 Hughes Juniper - 5 Gal. 142 EA
2000-19 Icee Blue Juniper 71 EA
2000-20 Dwarf Yellow Day Lily - 1 Gal. 20 EA
2000-21 Feather Reed Grass - 1 Gal. 124 EA
2000-22 Variegated Feather Reed Grass - 1 Gal. 66 EA
2000-21 Dwarf Fountain Grass - 1 Gal. 114 EA
2000-22 Mulching 39190 SF
SUBTOTAL:
Miscellaneous Quantites:
- Contract Bond 1LS
625-01 Construction Surveying 1 LS
626-01 Mobilization 1LS
630-01 Specialty Signs 4" letters on 48"x48" 27 EA
630-02 Variable Message Boards 20 EA per Day
630-03 Type III Barricades 8 Section
630-04 Traffic Control 1LS
SUBTOTAL:
TOTAL PROJECT:
$Dollars
TOTAL WRITTEN IN WORDS
COMPANY NAME
SIGNATURE TITLE
PRINTED NAME
DATE
6055 Harmony and Ziegler Road Improvements
Front Range Village Development
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program Dated: 5/15/2007
Item # Item Description Quantity Unit Unit Cost Total Cost
Roadway Improvements
201-01 Clear and Grubbing 1 LS
202-01 Remove Curb and Gutter 3555 LF
202-02 Remove Sidewalk 14297 SF
202-03 Remove Asphalt - Full Depth (4"-8") 17320 SY
202-04 Profile Milling 3320 SY
202-05 Remove Tree - 48"+ Diameter 4 EA
202-06 Remove Tree 24" Diameter 1 EA
202-07 Remove Pipe 460 LF
202-08 Remove Inlet 2EA
202-09 Remove Existing FES 5 EA
202-10 Remove Concrete Channel 320 LF
202-11 Remove Leech Field and Sceptic Tank 1 LS
202-12 Remove Area Inlet 1 EA
202-13 Remove Irrigation Structure 1 EA
202-14 Remove Existing Hydrant per FCLWD Specs 1 EA
202-15 Remove Headwall 2 EA
202-16 Remove Gate 5EA
202-17 Remove Retaining Wall 2 EA
203-01 Unclassified Excavation 1083 CY
203-02 Embankment - CIP 12720 CY
203-03 Borrow Suitable Fill 11637 CY
203-04 Topsoil (Striping, Stockpiling, and Placing) 6696 CY
203-05 Import Screened Topsoil (6") in Parkway Areas 657 CY
203-06 Median Fill - 60/40 Mix 2903 CY
203-07 Splashblock/Hardscape Shaping - CIP 30513 SF
203-08 Flowfill Over Shallow Utilities 407 CY
203-09 Muck Excavation - CIP 200 CY
206-01 Structure Excavation 267 CY
206-02 Structure Backfill On-Site Material 267 CY
206-03 Filter Material - 1 1/2" Washed Rock 65 TON
208-01 Erosion Control 1LS
210-01 Adjust Manhole Ring/Cover 15 EA
210-02 Adjust Valve Box 10 EA
210-03 Modify Manhole 4EA
210-04 Relocate PRV Vent per FCLWD Specs 1 EA
210-05 Relocate Meter Pit 4 EA
210-06 Relocate Fire Hydrant 1 EA
210-07 Relocate CP Test Station 7 EA
Addendum #1 Revised Bid Schedule
6055 Harmony and Ziegler Road Improvements
Front Range Village Development
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program Dated: 5/15/2007
Item # Item Description Quantity Unit Unit Cost Total Cost
Addendum #1 Revised Bid Schedule
210-08 Remove and Relocate Fence 820 LF
210-09 Remove PVC Fence Intact and Deliver to Owner 200 LF
210-10 Remove and Reset Mailbox 6 EA
304-01 Agg Base Course - (Class 5 or 6) - 4" Depth - CIP 1675 TON
304-02 Agg Base Course - (Class 5 or 6) - 10" Depth - CIP 17965 TON
304-03 Gravel Shoulder - Class 5 or 6 Aggreegate base (6" Depth) 275 TON
304-04 Road Base for Driveway Tie-ins 120 TON
306-01 Reconditioning (8") 31400 SY
306-02 Sidewalk Preperation 3297 SY
307-01 Fly-Ash - 12" Depth - 12% 8860 SY
403-01 Hot Bituminous Pavement – Grading S – 100 – (2” Depth) – (PG 64-28) 2033 TON
403-02 Hot Bituminous Pavement – Grading S – 100 – (2.5” Depth) – (PG 64-22) 2467 TON
403-03 Hot Bituminous Pavement – Grading SG – 100 – (4” Depth) – (PG 58-28) 5440 TON
403-04 Asphalt Leveling Course ¾ Grading S - 100 – (PG 64-28) 2305 TON
403-05 Asphalt Hand Patching – Grading S – 100 – (3”) – (PG 64-28) 463 TON
403-06 Asphalt Hand Patching – Grading SG - 100- (7” Depth) – (PG 58-28) 1055 TON
403-07
WestBound Harmony Detour Paveing - 200'x60'x5" (2” PG 64-28 on 3” PG 58-
28) 720 TON
412-01 Concrete Pavement - 10" 8425 SY
412-02 Enhanced Concrete Crosswalk -10" - Tile Red w/ Stamped Border 547 SY
506-01 D-50 Buried Rip-Rap, 6” Topsoil (CIP Per Detail) 4 EA
601-01 Concrete Retaining Wall with Footer and 6' Attached Block Wall 150 LF
601-02 Concrete Wall Extension with Guardrail 1 LS
603-01 18" RCP Class III 1128 LF
603-02 24" RCP Class III 14 LF
603-03 19"x30" HERCP Class III 236 LF
603-04 34"x53" HERCP Class III 323 LF
603-05 8" HDPE Pipe 10 LF
603-06 18" RCP Class III FES 8 EA
603-07 19"x30" HERCP Class III FES 1 EA
603-08 Concrete Encasement 120 LF
603-09 18" RCP thru Retaining Wall 1 EA
603-10 Tie 34"x53" HERCP to Existing Concrete Irrigation Ditch - CIP 2 EA
603-11 Tie to Existing MH 3 EA
603-12 4" Median Underdrain Pipe (Perforated) 3640 LF
603-13 4" Median Underdrain Pipe (Solid) 910 LF
603-14 4" Median Underdrain Clean Out 24 EA
603-15
4” Median Underdrain/Storm Sewer Tie-in (Core Drill and Connect with Non
shrink Grout) 5EA
604-01 5' Type R Inlet 3EA
604-02 10' Type R Inlet 1EA
6055 Harmony and Ziegler Road Improvements
Front Range Village Development
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program Dated: 5/15/2007
Item # Item Description Quantity Unit Unit Cost Total Cost
Addendum #1 Revised Bid Schedule
604-03 15' Type R Inlet 2EA
604-04 18" Area Inlet 1EA
604-05 Inlet Type "C" 3EA
604-06 8” HDPE Area inlet and Tie in (Core Drill and Connect with Non-shrink Grout) 2 EA
604-07 Double Type 13 Inlet 1 EA
604-08 24" Headwall - CIP 1 EA
604-09 Tie 18" RCP to Existing Storm Sewer with Concrete Collar 1 EA
604-10 4' Diameter Sewer Manhole 1 EA
604-11 4" PVC Conduit Sleeving for Median Irrigation 600 LF
608-01 Concrete Sidewalk - 6" 27350 SF
608-02 Concrete Pedestrian Access Ramps with Truncated Domes (8”) 2320 SF
608-03 Pedestrian Refuge Island Ramp with Truncated Domes (8”) 1380 SF
608-04 Sidewalk Chase - per Detail 3 EA
608-05 Concrete Drive Approach w/ Aprons (8") 8025 SF
608-06 Concrete Drive Approach (6") 1608 SF
608-07 Exposed Aggregate Median Cover - San Diego Buff 25743 SF
609-01 Vertical Curb and Gutter - 30" 6055 LF
609-02 Vertical Curb and Gutter - 18" Outfall 10875 LF
609-03 Combination Vertical Curb with 6' Bike Lane/Gutter 500 LF
619-01
¾” Irrigation Service & Meter Pit/Copper-Corp-Curb Stop per COFC Spec
including Backflow Preventer/Pressure Reducer Assembly/Metal Screen
Cover 2EA
619-02
1” Irrigation Service & Meter Pit/Copper-Corp-Curb Stop per COFC Spec
including Backflow Preventer/Pressure Reducer Assembly/Metal Screen
Cover 1EA
619-03 Fire Hydrant Assembly (6”, tap valve, pipe, hydrant) per COFC Spec 1 EA
SUBTOTAL:
Landscaping Quantities
2000-01 Dry-Land Seeding 7 AC
2000-02 MSE Block Retaining Wall - 12" to 24" Tall 290 LF
2000-03 Median Irrigation System for Harmony Road Medians 1 LS
2000-04 Median Irrigation System for Ziegler Road Medians 1 LS
2000-05 6"x6" Landscape Timber Tree Well 24 EA
2000-06 Skyline Honey Locust 2" Cal. 21 EA
2000-07 Skyline Honey Locust 3" Cal. 19 EA
2000-08 Crimson Spire Oak - 2" Cal. 6 EA
2000-09 Burr Oak - 2" Cal. 9 EA
2000-10 Chinkapin Oak - 2" Cal. 11 EA
2000-11 SkyMaster English Oak - 3" Cal. 15 EA
2000-12 Chanticleer Pear 1.5" Cal. 33 EA
6055 Harmony and Ziegler Road Improvements
Front Range Village Development
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program Dated: 5/15/2007
Item # Item Description Quantity Unit Unit Cost Total Cost
Addendum #1 Revised Bid Schedule
2000-13 Harrison Yellow Shrub Rose - 5 Gal. 28 EA
2000-14 Single Pink Shrub Rose - 5 Gal. 23 EA
2000-15 Native Pink Rose - 5 Gal. 35 EA
2000-16 Dwarf Korean Lilac - 5 Gal. 47 EA
2000-17 Bar harbour Juniper - 5 Gal. 56 EA
2000-18 Hughes Juniper - 5 Gal. 142 EA
2000-19 Icee Blue Juniper 71 EA
2000-20 Dwarf Yellow Day Lily - 1 Gal. 20 EA
2000-21 Feather Reed Grass - 1 Gal. 124 EA
2000-22 Variegated Feather Reed Grass - 1 Gal. 66 EA
2000-21 Dwarf Fountain Grass - 1 Gal. 114 EA
2000-22 Mulching 39190 EA
SUBTOTAL:
Miscellaneous Quantites:
- Contract Bond 1LS
625-01 Construction Surveying 1 LS
626-01 Mobilization 1LS
630-01 Specialty Signs 3" letters on 48"x48" 27 EA
630-02 Variable Message Boards 20 EA per Day
630-03 Type III Barricades 8 Section
630-04 Traffic Control 1LS
SUBTOTAL:
TOTAL PROJECT:
$Dollars
TOTAL WRITTEN IN WORDS
COMPANY NAME
SIGNATURE TITLE
PRINTED NAME
DATE
SECTION 00300
BID FORM
7/96 Section 00300 Page 1
SECTION 00300
BID FORM
PROJECT: 6055 Harmony and Ziegler Road Improvements – Front Range Village
Development
Place
Date
1. In compliance with your Invitation to Bid dated
, and subject to all conditions thereof, the undersigned
a (Corporation, Limited Liability Company, Partnership, Joint Venture, or
Sole Proprietor) authorized to do business in the State of Colorado
hereby proposes to furnish and do everything required by the Contract
Documents to which this refers for the construction of all items listed
on the following Bid Schedule or Bid Schedules.
2. The undersigned Bidder does hereby declare and stipulate that this
proposal is made in good faith, without collusion or connection with any
other person or persons Bidding for the same Work, and that it is made in
pursuance of and subject to all the terms and conditions of the
Invitation to Bid and Instructions to Bidders, the Agreement, the
detailed Specifications, and the Drawings pertaining to the Work to be
done, all of which have been examined by the undersigned.
3. Accompanying this Bid is a certified or cashier's check or standard Bid
bond in the sum of ______________________________________________________
($ ) in accordance with the Invitation To Bid
and Instructions to Bidders.
4. The undersigned Bidder agrees to execute the Agreement and a Performance
Bond and a Payment Bond for the amount of the total of this Bid within
fifteen (15) calendar days from the date when the written notice of the
award of the contract is delivered to him at the address given on this
Bid. The name and address of the corporate surety with which the Bidder
proposes to furnish the specified performance and payment bonds is as
follows: _________________________________________________________.
5. All the various phases of Work enumerated in the Contract Documents with
their individual jobs and overhead, whether specifically mentioned,
included by implication or appurtenant thereto, are to be performed by
the CONTRACTOR under one of the items listed in the Bid Schedule,
irrespective of whether it is named in said list.
6. Payment for Work performed will be in accordance with the Bid Schedule or
Bid Schedules subject to changes as provided in the Contract Documents.
7. The undersigned Bidder hereby acknowledges receipt of Addenda No.
_______through .
8. Bid Schedule
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program Dated: 5/15/2007
Item # Item Description Quantity Unit Unit Cost Total Cost
Roadway Improvements
201-01 Clear and Grubbing 1 LS
202-01 Remove Curb and Gutter 3555 LF
202-02 Remove Sidewalk 14297 SF
202-03 Remove Asphalt - Full Depth (4"-8") 17320 SY
202-04 Profile Milling 3320 SY
202-05 Remove Tree - 48"+ Diameter 4 EA
202-06 Remove Tree 24" Diameter 1 EA
202-07 Remove Pipe 460 LF
202-08 Remove Inlet 2EA
202-09 Remove Existing FES 5 EA
202-10 Remove Concrete Channel 320 LF
202-11 Remove Leech Field and Sceptic Tank 1 LS
202-12 Remove Area Inlet 1 EA
202-13 Remove Irrigation Structure 1 EA
202-14 Remove Existing Hydrant per FCLWD Specs 1 EA
202-15 Remove Headwall 2 EA
202-16 Remove Gate 5EA
202-17 Remove Retaining Wall 2 EA
203-01 Unclassified Excavation 1083 CY
203-02 Embankment - CIP 12720 CY
203-03 Borrow Suitable Fill 11637 CY
203-04 Topsoil (Striping, Stockpiling, and Placing) 6696 CY
203-05 Import Screened Topsoil (6") in Parkway Areas 657 CY
203-06 Median Fill - 60/40 Mix 2903 CY
203-07 Splashblock/Hardscape Shaping - CIP 30513 SF
203-08 Flowfill Over Shallow Utilities 407 CY
203-09 Muck Excavation - CIP 200 CY
206-01 Structure Excavation 267 CY
206-02 Structure Backfill On-Site Material 267 CY
206-03 Filter Material - 1 1/2" Washed Rock 65 TON
208-01 Erosion Control 1LS
210-01 Adjust Manhole Ring/Cover 15 EA
210-02 Adjust Valve Box 10 EA
210-03 Modify Manhole 4EA
210-04 Relocate PRV Vent per FCLWD Specs 1 EA
210-05 Relocate Meter Pit 4 EA
210-06 Relocate Fire Hydrant 1 EA
210-07 Relocate CP Test Station 7 EA
Bid Tab - 6055 Harmony and Zeigler Road Improvements for Front Range Village Development Project
8. Bid Schedule
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program Dated: 5/15/2007
Item # Item Description Quantity Unit Unit Cost Total Cost
Bid Tab - 6055 Harmony and Zeigler Road Improvements for Front Range Village Development Project
210-08 Remove and Relocate Fence 820 LF
210-09 Remove PVC Fence Intact and Deliver to Owner 200 LF
210-10 Remove and Reset Mailbox 6 EA
304-01 Agg Base Course - (Class 5 or 6) - 4" Depth - CIP 1675 TON
304-02 Agg Base Course - (Class 5 or 6) - 10" Depth - CIP 17965 TON
304-03 Gravel Shoulder - Class 5 or 6 Aggreegate base (6" Depth) 275 TON
304-04 Road Base for Driveway Tie-ins 120 TON
306-01 Reconditioning (8") 31400 SY
306-02 Sidewalk Preperation 3297 SY
307-01 Fly-Ash - 12" Depth - 12% 8860 SY
403-01 Hot Bituminous Pavement – Grading S – 100 – (2” Depth) – (PG 64-28) 2033 TON
403-02 Hot Bituminous Pavement – Grading S – 100 – (2.5” Depth) – (PG 64-22) 2467 TON
403-03 Hot Bituminous Pavement – Grading SG – 100 – (4” Depth) – (PG 58-28) 5440 TON
403-04 Asphalt Leveling Course ¾ Grading S - 100 – (PG 64-28) 2305 TON
403-05 Asphalt Hand Patching – Grading S – 100 – (3”) – (PG 64-28) 463 TON
403-06 Asphalt Hand Patching – Grading SG - 100- (7” Depth) – (PG 58-28) 1055 TON
403-07
WestBound Harmony Detour Paveing - 200'x60'x5" (2” PG 64-28 on 3” PG 58-
28) 720 TON
412-01 Concrete Pavement - 10" 8425 SY
412-02 Enhanced Concrete Crosswalk -10" - Tile Red w/ Stamped Border 547 SY
506-01 D-50 Buried Rip-Rap, 6” Topsoil (CIP Per Detail) 4 EA
601-01 Concrete Retaining Wall with Footer and 6' Attached Block Wall 150 LF
601-02 Concrete Wall Extension with Guardrail 1 LS
603-01 18" RCP Class III 1128 LF
603-02 24" RCP Class III 14 LF
603-03 19"x30" HERCP Class III 236 LF
603-04 34"x53" HERCP Class III 323 LF
603-05 8" HDPE Pipe 10 LF
603-06 18" RCP Class III FES 8 EA
603-07 19"x30" HERCP Class III FES 1 EA
603-08 Concrete Encasement 120 LF
603-09 18" RCP thru Retaining Wall 1 EA
603-10 Tie 34"x53" HERCP to Existing Concrete Irrigation Ditch - CIP 2 EA
603-11 Tie to Existing MH 3 EA
603-12 4" Median Underdrain Pipe (Perforated) 3640 LF
603-13 4" Median Underdrain Pipe (Solid) 910 LF
603-14 4" Median Underdrain Clean Out 24 EA
603-15
4” Median Underdrain/Storm Sewer Tie-in (Core Drill and Connect with Non
shrink Grout) 5EA
604-01 5' Type R Inlet 3EA
604-02 10' Type R Inlet 1EA
8. Bid Schedule
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program Dated: 5/15/2007
Item # Item Description Quantity Unit Unit Cost Total Cost
Bid Tab - 6055 Harmony and Zeigler Road Improvements for Front Range Village Development Project
604-03 15' Type R Inlet 2EA
604-04 18" Area Inlet 1EA
604-05 Inlet Type "C" 3EA
604-06 8” HDPE Area inlet and Tie in (Core Drill and Connect with Non-shrink Grout) 2 EA
604-07 Double Type 13 Inlet 1 EA
604-08 24" Headwall - CIP 1 EA
604-09 Tie 18" RCP to Existing Storm Sewer with Concrete Collar 1 EA
604-10 4' Diameter Sewer Manhole 1 EA
604-11 4" PVC Conduit Sleeving for Median Irrigation 600 LF
608-01 Concrete Sidewalk - 6" 27350 SF
608-02 Concrete Pedestrian Access Ramps with Truncated Domes (8”) 2320 SF
608-03 Pedestrian Refuge Island Ramp with Truncated Domes (8”) 1380 SF
608-04 Sidewalk Chase - per Detail 3 EA
608-05 Concrete Drive Approach w/ Aprons (8") 8025 SF
608-06 Concrete Drive Approach (6") 1608 SF
608-07 Exposed Aggregate Median Cover - San Diego Buff 25743 SF
609-01 Vertical Curb and Gutter - 30" 6055 LF
609-02 Vertical Curb and Gutter - 18" Outfall 10875 LF
609-03 Combination Vertical Curb with 6' Bike Lane/Gutter 500 LF
619-01
¾” Irrigation Service & Meter Pit/Copper-Corp-Curb Stop per COFC Spec
including Backflow Preventer/Pressure Reducer Assembly/Metal Screen Cover 3 EA
619-02 Fire Hydrant Assembly (6”, tap valve, pipe, hydrant) per COFC Spec 1 EA
SUBTOTAL:
Landscaping Quantities
2000-01 Dry-Land Seeding 7 AC
2000-02 MSE Block Retaining Wall - 12" to 24" Tall 290 LF
2000-03 Median Irrigation System for Harmony Road Medians 1 LS
2000-04 Median Irrigation System for Ziegler Road Medians 1 LS
2000-05 6"x6" Landscape Timber Tree Well 24 EA
2000-06 Skyline Honey Locust 2" Cal. 21 EA
2000-07 Crimson Spire Oak - 2" Cal. 12 EA
2000-08 Burr Oak - 2" Cal. 6 EA
2000-09 Chinkapin Oak - 2" Cal. 8 EA
2000-10 Chanticleer Pear 1.5" Cal. 30 EA
2000-11 Harrison Yellow Shrub Rose - 5 Gal. 31 EA
2000-12 Single Pink Shrub Rose - 5 Gal. 7 EA
2000-13 Native Pink Rose - 5 Gal. 35 EA
2000-14 Dwarf Korean Lilac - 5 Gal. 36 EA
8. Bid Schedule
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program Dated: 5/15/2007
Item # Item Description Quantity Unit Unit Cost Total Cost
Bid Tab - 6055 Harmony and Zeigler Road Improvements for Front Range Village Development Project
2000-15 Bar harbour Juniper - 5 Gal. 118 EA
2000-16 Hughes Juniper - 5 Gal. 169 EA
2000-17 Silver Bluestem Grass - 1 Gal. 23 EA
2000-18 Feather Reed Grass - 1 Gal. 124 EA
2000-19 Variegated Feather Reed Grass - 1 Gal. 99 EA
2000-20 Blue Avena Grass - 1 Gal. 83 EA
2000-21 Mulching 39190 EA
SUBTOTAL:
Miscellaneous Quantites:
- Contract Bond 1LS
625-01 Construction Surveying 1 LS
626-01 Mobilization 1LS
630-01 Specialty Signs 3" letters on 48"x48" 27 EA
630-02 Variable Message Boards 20 EA per Day
630-03 Type III Barricades 8 Section
630-04 Traffic Control 1LS
SUBTOTAL:
TOTAL PROJECT:
$Dollars
TOTAL WRITTEN IN WORDS
COMPANY NAME
SIGNATURE TITLE
PRINTED NAME
DATE
7/96 Section 00300 Page 6
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, 6055 Harmony and Ziegler Road
Improvements – Front Range Village Development.
NOW THEREFORE,
(a) If said Bid shall be rejected, or
(b) If said Bid shall be accepted and the Principal shall execute and deliver
a Contract in the form of Contract attached hereto (properly completed in
accordance with said Bid) and shall furnish a BOND for his faithful
performance of said Contract, and for payment of all persons performing
labor or furnishing materials in connection therewith, and shall in all
other respects perform the Agreement created by the acceptance of said
Bid, then this obligation shall be void; otherwise the same shall remain
in force and effect, it being expressly understood and agreed that the
liability of the Surety for any and all claims hereunder shall, in no
event, exceed the penal amount of this obligation as herein stated.
The Surety, for value received, hereby stipulates and agrees that the
obligations of said Surety and its BOND shall be in no way impaired or
affected by any extension of the time within which the OWNER may accept such
Bid; and said Surety does hereby waive notice of any such extension.
Surety Companies executing bonds must be authorized to transact business in
the State of Colorado and be accepted by the OWNER.
7/96 Section 00410 Page 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 15% of the contract.
ITEM SUBCONTRACTOR
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
8. Bid Schedule
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program Dated: 5/15/2007
Item # Item Description Quantity Unit Unit Cost Total Cost
Roadway Improvements
201-01 Clear and Grubbing 1 LS
202-01 Remove Curb and Gutter 3555 LF
202-02 Remove Sidewalk 14297 SF
202-03 Remove Asphalt - Full Depth (4"-8") 17320 SY
202-04 Profile Milling 3320 SY
202-05 Remove Tree - 48"+ Diameter 4 EA
202-06 Remove Tree 24" Diameter 1 EA
202-07 Remove Pipe 460 LF
202-08 Remove Inlet 2EA
202-09 Remove Existing FES 5 EA
202-10 Remove Concrete Channel 320 LF
202-11 Remove Leech Field and Sceptic Tank 1 LS
202-12 Remove Area Inlet 1 EA
202-13 Remove Irrigation Structure 1 EA
202-14 Remove Existing Hydrant per FCLWD Specs 1 EA
202-15 Remove Headwall 2 EA
202-16 Remove Gate 5EA
202-17 Remove Retaining Wall 2 EA
203-01 Unclassified Excavation 1083 CY
203-02 Embankment - CIP 12720 CY
203-03 Borrow Suitable Fill 11637 CY
203-04 Topsoil (Striping, Stockpiling, and Placing) 6696 CY
203-05 Import Screened Topsoil (6") in Parkway Areas 657 CY
203-06 Median Fill - 60/40 Mix 2903 CY
203-07 Splashblock/Hardscape Shaping - CIP 30513 SF
203-08 Flowfill Over Shallow Utilities 407 CY
203-09 Muck Excavation - CIP 200 CY
206-01 Structure Excavation 267 CY
206-02 Structure Backfill On-Site Material 267 CY
206-03 Filter Material - 1 1/2" Washed Rock 65 TON
208-01 Erosion Control 1LS
210-01 Adjust Manhole Ring/Cover 15 EA
210-02 Adjust Valve Box 10 EA
210-03 Modify Manhole 4EA
210-04 Relocate PRV Vent per FCLWD Specs 1 EA
210-05 Relocate Meter Pit 4 EA
210-06 Relocate Fire Hydrant 1 EA
210-07 Relocate CP Test Station 7 EA
Bid Tab - 6055 Harmony and Zeigler Road Improvements for Front Range Village Development Project
8. Bid Schedule
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program Dated: 5/15/2007
Item # Item Description Quantity Unit Unit Cost Total Cost
Bid Tab - 6055 Harmony and Zeigler Road Improvements for Front Range Village Development Project
210-08 Remove and Relocate Fence 820 LF
210-09 Remove PVC Fence Intact and Deliver to Owner 200 LF
210-10 Remove and Reset Mailbox 6 EA
304-01 Agg Base Course - (Class 5 or 6) - 4" Depth - CIP 1675 TON
304-02 Agg Base Course - (Class 5 or 6) - 10" Depth - CIP 17965 TON
304-03 Gravel Shoulder - Class 5 or 6 Aggreegate base (6" Depth) 275 TON
304-04 Road Base for Driveway Tie-ins 120 TON
306-01 Reconditioning (8") 31400 SY
306-02 Sidewalk Preperation 3297 SY
307-01 Fly-Ash - 12" Depth - 12% 8860 SY
403-01 Hot Bituminous Pavement – Grading S – 100 – (2” Depth) – (PG 64-28) 2033 TON
403-02 Hot Bituminous Pavement – Grading S – 100 – (2.5” Depth) – (PG 64-22) 2467 TON
403-03 Hot Bituminous Pavement – Grading SG – 100 – (4” Depth) – (PG 58-28) 5440 TON
403-04 Asphalt Leveling Course ¾ Grading S - 100 – (PG 64-28) 2305 TON
403-05 Asphalt Hand Patching – Grading S – 100 – (3”) – (PG 64-28) 463 TON
403-06 Asphalt Hand Patching – Grading SG - 100- (7” Depth) – (PG 58-28) 1055 TON
403-07
WestBound Harmony Detour Paveing - 200'x60'x5" (2” PG 64-28 on 3” PG 58-
28) 720 TON
412-01 Concrete Pavement - 10" 8425 SY
412-02 Enhanced Concrete Crosswalk -10" - Tile Red w/ Stamped Border 547 SY
506-01 D-50 Buried Rip-Rap, 6” Topsoil (CIP Per Detail) 4 EA
601-01 Concrete Retaining Wall with Footer and 6' Attached Block Wall 150 LF
601-02 Concrete Wall Extension with Guardrail 1 LS
603-01 18" RCP Class III 1128 LF
603-02 24" RCP Class III 14 LF
603-03 19"x30" HERCP Class III 236 LF
603-04 34"x53" HERCP Class III 323 LF
603-05 8" HDPE Pipe 10 LF
603-06 18" RCP Class III FES 8 EA
603-07 19"x30" HERCP Class III FES 1 EA
603-08 Concrete Encasement 120 LF
603-09 18" RCP thru Retaining Wall 1 EA
603-10 Tie 34"x53" HERCP to Existing Concrete Irrigation Ditch - CIP 2 EA
603-11 Tie to Existing MH 3 EA
603-12 4" Median Underdrain Pipe (Perforated) 3640 LF
603-13 4" Median Underdrain Pipe (Solid) 910 LF
603-14 4" Median Underdrain Clean Out 24 EA
603-15
4” Median Underdrain/Storm Sewer Tie-in (Core Drill and Connect with Non
shrink Grout) 5EA
604-01 5' Type R Inlet 3EA
604-02 10' Type R Inlet 1EA
8. Bid Schedule
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program Dated: 5/15/2007
Item # Item Description Quantity Unit Unit Cost Total Cost
Bid Tab - 6055 Harmony and Zeigler Road Improvements for Front Range Village Development Project
604-03 15' Type R Inlet 2EA
604-04 18" Area Inlet 1EA
604-05 Inlet Type "C" 3EA
604-06 8” HDPE Area inlet and Tie in (Core Drill and Connect with Non-shrink Grout) 2 EA
604-07 Double Type 13 Inlet 1 EA
604-08 24" Headwall - CIP 1 EA
604-09 Tie 18" RCP to Existing Storm Sewer with Concrete Collar 1 EA
604-10 4' Diameter Sewer Manhole 1 EA
604-11 4" PVC Conduit Sleeving for Median Irrigation 600 LF
608-01 Concrete Sidewalk - 6" 27350 SF
608-02 Concrete Pedestrian Access Ramps with Truncated Domes (8”) 2320 SF
608-03 Pedestrian Refuge Island Ramp with Truncated Domes (8”) 1380 SF
608-04 Sidewalk Chase - per Detail 3 EA
608-05 Concrete Drive Approach w/ Aprons (8") 8025 SF
608-06 Concrete Drive Approach (6") 1608 SF
608-07 Exposed Aggregate Median Cover - San Diego Buff 25743 SF
609-01 Vertical Curb and Gutter - 30" 6055 LF
609-02 Vertical Curb and Gutter - 18" Outfall 10875 LF
609-03 Combination Vertical Curb with 6' Bike Lane/Gutter 500 LF
619-01
¾” Irrigation Service & Meter Pit/Copper-Corp-Curb Stop per COFC Spec
including Backflow Preventer/Pressure Reducer Assembly/Metal Screen Cover 3 EA
619-02 Fire Hydrant Assembly (6”, tap valve, pipe, hydrant) per COFC Spec 1 EA
SUBTOTAL:
Landscaping Quantities
2000-01 Dry-Land Seeding 7 AC
2000-02 MSE Block Retaining Wall - 12" to 24" Tall 290 LF
2000-03 Median Irrigation System for Harmony Road Medians 1 LS
2000-04 Median Irrigation System for Ziegler Road Medians 1 LS
2000-05 6"x6" Landscape Timber Tree Well 24 EA
2000-06 Skyline Honey Locust 2" Cal. 21 EA
2000-07 Crimson Spire Oak - 2" Cal. 12 EA
2000-08 Burr Oak - 2" Cal. 6 EA
2000-09 Chinkapin Oak - 2" Cal. 8 EA
2000-10 Chanticleer Pear 1.5" Cal. 30 EA
2000-11 Harrison Yellow Shrub Rose - 5 Gal. 31 EA
2000-12 Single Pink Shrub Rose - 5 Gal. 7 EA
2000-13 Native Pink Rose - 5 Gal. 35 EA
2000-14 Dwarf Korean Lilac - 5 Gal. 36 EA
8. Bid Schedule
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program Dated: 5/15/2007
Item # Item Description Quantity Unit Unit Cost Total Cost
Bid Tab - 6055 Harmony and Zeigler Road Improvements for Front Range Village Development Project
2000-15 Bar harbour Juniper - 5 Gal. 118 EA
2000-16 Hughes Juniper - 5 Gal. 169 EA
2000-17 Silver Bluestem Grass - 1 Gal. 23 EA
2000-18 Feather Reed Grass - 1 Gal. 124 EA
2000-19 Variegated Feather Reed Grass - 1 Gal. 99 EA
2000-20 Blue Avena Grass - 1 Gal. 83 EA
2000-21 Mulching 39190 EA
SUBTOTAL:
Miscellaneous Quantites:
- Contract Bond 1LS
625-01 Construction Surveying 1 LS
626-01 Mobilization 1LS
630-01 Specialty Signs 3" letters on 48"x48" 27 EA
630-02 Variable Message Boards 20 EA per Day
630-03 Type III Barricades 8 Section
630-04 Traffic Control 1LS
SUBTOTAL:
TOTAL PROJECT:
$Dollars
TOTAL WRITTEN IN WORDS
COMPANY NAME
SIGNATURE TITLE
PRINTED NAME
DATE
Strength, kPa (psi)
CPL 5109
Method B 205 (30) 205 (30) 205 (30)
Grade of Asphalt Cement
Top Layer PG 64-28 PG 58-28 PG 64-28
Grade of Asphalt Cement Layers
Below Top PG 64-28 PG 58-28 PG 64-22
Voids in the Mineral Aggregate
(VMA) % minimum (a) CP 48 14.0 12.0 (a)
Voids Filled with Asphalt (VFA) %
(a) AI MS-2 65 - 75 65 - 75 (a)
(a) Current CDOT Design Criteria
(b) Residential 50, Collector 75, Arterial 100