HomeMy WebLinkAboutBID - 5942 LEE MARTINEZ FARM ADDITIONSPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
Lee Martinez Farm Addition
BID NO. 5942
PURCHASING DIVISION
215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS
November 1, 2005 – 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 - 00800-3
00900 Addenda, Modifications, and Payment 00900-1
00950 Contract Change Order 00950-1 - 00950-2
00960 Application for Payment 00960-1
00970 Construction Specification Instruction Forms 00970-1 - 00970-5
SPECIFICATIONS
SOILS REPORT
SECTION 00020
INVITATION TO BID
SECTION 00020
INVITATION TO BID
Date: October 06, 2005
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 November 1. 2005, for the Lee Martinez Farm Addition; BID NO. 5942. 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 a 625 sq. ft. addition
to the Lee Martinez Farm administrative building including building envelope
from foundation through finishes, related sitework, utilities and landscaping.
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 October 11, 2005.
Copies of the Contract Documents, complete with Construction Specifications
and Drawings, may be obtained from Purchasing Division at 215 North Mason St.,
2nd floor, Fort Collins, Colorado, 80524 upon payment of a refundable fee of
Fifty Dollars ($50.00) per set. No partial sets will be issued.
The Contract Documents and Construction Drawings may be examined at:
1. City of Fort Collins, Purchasing Division.
2. Dodge Plan Room, 1114 W. 7th Ave., Suite 100, Denver, Colorado.
3. Builders Exchange, 223 South Link Lane, Fort Collins, Colorado.
4. Construction News Service, 4775 Centennial Blvd Ste 150, Colorado
Springs, Colorado.
A prebid conference and job walk with representatives of prospective Bidders
will be held at 600 N Sherwood, Fort Collins, CO 80521 on October 18, 2005, at
10:00 A.M.
Prospective Bidders are invited to present their questions relative to this
Bid proposal at this meeting.
Bids will be received as set forth in the Bidding Documents.
The Work is expected to be commenced within the time as required by Section
2.3 of General Conditions. Substantial Completion of the Work is required as
specified in the Agreement.
DATE: November 1, 2005
CITY OF FORT COLLINS
PLANHOLDERS LIST FOR
BID #5942
BID NAME: Lee Martinez Farm Addition
Empire Carpentry
PO 245
Bellue, CO 80512
PH 970-493-3499
FAX 970-493-2088
Delehoy Construction Inc.
3109 S. Taft Hill Rd.
Fort Collins, CO 80526
PH 970-226-0836
FAX 970-226-1802
Excellence Arquitectual
435 N. 35th Ave.
Greeley, CO 80631
PH 970-576-2810
FAX 970-378-7069
University Designer & Builders, Inc.
3120 Abbotsford St.
Fort Collins, CO 80524
PH 970-416-6966
FAX 970-416-6965
Encore Electric
2107 W. College Ave.
Englewood, CO 80110
PH 303-934-1234
FAX 303-937-8300
Cottier Construction
PO Box 1051
Fort Collins, CO 80522
PH 970-221-4621
FAX 970-221-4656
ABC Concrete Co., Inc.
216 W. Hemlock
Fort Collins, CO 80524
PH 970-493-4554
Glanz Electrical Contracting, Inc.
1713 E. Lincoln Ave. #A1
Fort Collins, CO 80524
PH 970-482-5218
FAX 970-416-1716
Reed Construction Data
30 Technology Pkwy. Suite 100
Norcross, GA 30092
PH 303-470-4821
The Weekly Plan-It
6820 N. Franlkin Ave.
Loveland, CO 80538
PH 970-593-1141
Hydro Electric LLC
PO Box 206
Bellvue, CO 80512
PH 970-217-3724
FAX 970-472-1024
Alford Companies, LLC
10434 Hollyhock Ct.
Littleton, CO 80129
PH 303-346-2767
FAX 303-683-0178
W. J. Shirley, Inc.
11075 Maple Rd.
Lafayette, CO 80026
PH 303-666-5002
FAX 303-666-7300
SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
Lee Martinez Farm Addition
BID NO. 5942
PURCHASING DIVISION
215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS
November 1, 2005 – 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 - 00800-3
00900 Addenda, Modifications, and Payment 00900-1
00950 Contract Change Order 00950-1 - 00950-2
00960 Application for Payment 00960-1
00970 Construction Specification Instruction Forms 00970-1 - 00970-5
SPECIFICATIONS
SOILS REPORT
SECTION 00020
INVITATION TO BID
SECTION 00020
INVITATION TO BID
Date: October 06, 2005
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 November 1. 2005, for the Lee Martinez Farm Addition; BID NO. 5942. 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 a 625 sq. ft. addition
to the Lee Martinez Farm administrative building including building envelope
from foundation through finishes, related sitework, utilities and landscaping.
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 October 11, 2005.
Copies of the Contract Documents, complete with Construction Specifications
and Drawings, may be obtained from Purchasing Division at 215 North Mason St.,
2nd floor, Fort Collins, Colorado, 80524 upon payment of a refundable fee of
Fifty Dollars ($50.00) per set. No partial sets will be issued.
The Contract Documents and Construction Drawings may be examined at:
1. City of Fort Collins, Purchasing Division.
2. Dodge Plan Room, 1114 W. 7th Ave., Suite 100, Denver, Colorado.
3. Builders Exchange, 223 South Link Lane, Fort Collins, Colorado.
4. Construction News Service, 4775 Centennial Blvd Ste 150, Colorado
Springs, Colorado.
A prebid conference and job walk with representatives of prospective Bidders
will be held at 600 N Sherwood, Fort Collins, CO 80521 on October 18, 2005, at
10:00 A.M.
Prospective Bidders are invited to present their questions relative to this
Bid proposal at this meeting.
Bids will be received as set forth in the Bidding Documents.
The Work is expected to be commenced within the time as required by Section
2.3 of General Conditions. Substantial Completion of the Work is required as
specified in the Agreement.
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.
12/03 Section 00100 Page 2
3.2. In accordance with Section 8-160 of the Code of the City of Fort
Collins in determining whether a bidder is responsible, the following
shall be considered: (1) The ability, capacity and skill of the bidder to
perform the contract or provide the services required, (2) whether the
bidder can perform the contract or provide the service promptly and
within the time specified without delay or interference, (3) the
character, integrity, reputation, judgment, experience and efficiency of
the bidder, (4) the quality of the bidder's performance of previous
contracts or services, (5) the previous and existing compliance by the
bidder with laws and ordinances relating to the contract or service, (6)
the sufficiency of the financial resources and ability of the bidder to
perform the contract or provide the service, (7) the quality,
availability and adaptability of the materials and services to the
particular use required, (8) the ability of the bidder to provide future
maintenance and service for the use of the subject of the contract, and
(9) any other circumstances which will affect the bidder's performance of
the contract.
3.3. Each Bidder may be required to show that he has handled former Work
so that no just claims are pending against such Work. No Bid will be
accepted from a Bidder who is engaged on any other Work which would
impair his ability to perform or finance this Work.
3.4 No Bidder shall be in default on the performance of any other
contract with the City or in the payment of any taxes, licenses or other
monies due to the City.
4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE
4.1. It is the responsibility of each Bidder, before submitting a Bid,
to (a) examine the Contract Documents thoroughly, (b) visit the site to
familiarize himself with local conditions that may in any manner affect
cost, progress or performance of the Work, (c) familiarize himself with
federal, state and local laws, ordinances, rules and regulations that may
in any manner affect cost, progress or performance of the Work, (d) study
and carefully correlate Bidder's observations with the Contract
Documents, and (e) notify Engineer of all conflicts, errors or
discrepancies in the Contract Documents.
4.2. Reference is made to the Supplementary Conditions for
identification of: Subsurface and Physical Conditions SC-4.2.
4.3. The submission of a Bid will constitute an incontrovertible
representation by Bidder that Bidder has complied with every requirement
of this Article 4, that without exception the Bid is premised upon
performing and furnishing the Work required by the Contract Documents and
such means, methods, techniques, sequences or procedures of construction
as may be indicated in or required by the Contract Documents, and that
12/03 Section 00100 Page 3
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.
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
12/03 Section 00100 Page 4
substantially complete and also completed and ready for Final Payment
(the Contract Times) are set forth in the Agreement.
8.0 LIQUIDATED DAMAGES.
Provisions for liquidated damages are set forth in the Agreement.
9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT
The Contract, if awarded, will be on the basis of material and equipment
described on the Drawings or specified in the Specifications without
consideration of possible substitute or "or equal" items. Whenever it is
indicated on the Drawings or specified in the Specifications that a
substitute or "or equal" item of material or equipment may be furnished
or used by CONTRACTOR if acceptable to Engineer, application for such
acceptance will not be considered by Engineer until after the "effective
date of the Agreement". The procedure for submittal of any such
application by CONTRACTOR and consideration by Engineer is set forth in
the General Conditions which may be supplemented in the General
Requirements.
10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS
10.1. Each Bidder shall submit at the Bid opening to OWNER a list of
principal subcontractors he proposes to use in the Work. Refer to
Section 00430 contained within these Documents.
10.2. If OWNER or Engineer after due investigation has reasonable
objection to any proposed Subcontractor, either may, before the Notice of
Award is given, request the apparent successful Bidder to submit an
acceptable substitute without an increase in Bid price. If the apparent
successful Bidder declines to make any substitution, OWNER may award the
contract to the next lowest responsive and responsible Bidder that
proposes to use acceptable subcontractors. Subcontractors, suppliers,
other persons or organization listed and to whom OWNER or Engineer does
not make written objection prior to the giving of the Notice of Award
will be deemed acceptable to OWNER and ENGINEER subject to revocation of
such acceptance after the effective date of the Agreement as provided in
the General Conditions.
10.3. CONTRACTOR shall not be required to employ any subcontractor,
supplier or other persons or organizations against whom he has reasonable
objection. The use of subcontractors listed by the Bidder and accepted
by OWNER prior to the Notice of Award will be required in the performance
of the Work.
11.0 BID FORM.
11.1. A copy of the Bid Form is bound in the Contract Documents which
12/03 Section 00100 Page 5
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.
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.
12/03 Section 00100 Page 6
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.
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
12/03 Section 00100 Page 7
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
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.
12/03 Section 00100 Page 8
18.0 CONTRACT SECURITY.
The General Conditions and the Supplementary Conditions set forth OWNER's
requirements as to performance and other Bonds. When the Successful
Bidder delivers the executed Agreement to the OWNER, it shall be
accompanied by the required Contract Security.
19.0 SIGNING OF AGREEMENT.
When OWNER gives a Notice of Award to the Successful Bidder, it will be
accompanied by the required number of unsigned counterparts of the
Agreement with all other written Contract Documents attached. Within
fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the
required number of counterparts of the Agreement and attached documents
to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER
shall deliver one fully signed counterpart to CONTRACTOR. Each
counterpart is to be accompanied by a complete set of the Drawings with
appropriate identification.
20.0 TAXES.
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.
12/03 Section 00100 Page 9
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:5942 Lee Martinez Farm Addition
Place
Date ___________________________
1. In compliance with your Invitation to Bid dated __
and subject to all conditions thereof, the undersigned
a (Corporation, Limited Liability Company, Partnership, Joint Venture, or
Sole Proprietor)** authorized to do business in the State of Colorado
hereby proposes to furnish and do everything required by the Contract
Documents to which this refers for the construction of all items listed
on the following Bid Schedule or Bid Schedules.
2. The undersigned Bidder does hereby declare and stipulate that this
proposal is made in good faith, without collusion or connection with any
other person or persons Bidding for the same Work, and that it is made in
pursuance of and subject to all the terms and conditions of the
Invitation to Bid and Instructions to Bidders, the Agreement, the
detailed Specifications, and the Drawings pertaining to the Work to be
done, all of which have been examined by the undersigned.
3. Accompanying this Bid is a certified or cashier's check or standard Bid
bond in the sum of ________________________($ __ )
in accordance with the Invitation To Bid and Instructions to Bidders.
4. The undersigned Bidder agrees to execute the Agreement and a Performance
Bond and a Payment Bond for the amount of the total of this Bid within
fifteen (15) calendar days from the date when the written notice of the
award of the contract is delivered to him at the address given on this
Bid. The name and address of the corporate surety with which the Bidder
proposes to furnish the specified performance and payment bonds is as
follows: .
5. All the various phases of Work enumerated in the Contract Documents with
their individual jobs and overhead, whether specifically mentioned,
included by implication or appurtenant thereto, are to be performed by
the CONTRACTOR under one of the items listed in the Bid Schedule,
irrespective of whether it is named in said list.
6. Payment for Work performed will be in accordance with the Bid Schedule or
Bid Schedules subject to changes as provided in the Contract Documents.
7. The undersigned Bidder hereby acknowledges receipt of Addenda No.
______through .
7/96 Section 00300 Page 2
8. BID SCHEDULE
Lump Sum
_______________________________________________ Dollars, ($___________)
Amount written in words
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:
FIRM NAME____________________________________________
Are you a •Corporation, •Partnership, • DBA, • LLC, or •PC?
________________________________ __________________
Signature Date
________________________________
Title
________________________________
License Number (If Applicable)
(Seal - if Bid is by corporation)
Attest:___________________________
Address _____________________________________
_____________________________________
Telephone _____________________________________
Email _____________________________________
SECTION 00400
SUPPLEMENTS TO BID FORMS
00410 Bid Bond
00420 Statement of Bidder's Qualifications
00430 Schedule of Subcontractors
7/96 Section 00410 Page 1
SECTION 00410
BID BOND
KNOW ALL MEN BY THESE 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, 5942 Lee Martinez Farm Addition.
NOW THEREFORE,
(a) If said Bid shall be rejected, or
(b) If said Bid shall be accepted and the Principal shall execute and deliver
a Contract in the form of Contract attached hereto (properly completed in
accordance with said Bid) and shall furnish a BOND for his faithful
performance of said Contract, and for payment of all persons performing
labor or furnishing materials in connection therewith, and shall in all
other respects perform the Agreement created by the acceptance of said
Bid, then this obligation shall be void; otherwise the same shall remain
in force and effect, it being expressly understood and agreed that the
liability of the Surety for any and all claims hereunder shall, in no
event, exceed the penal amount of this obligation as herein stated.
The Surety, for value received, hereby stipulates and agrees that the
obligations of said Surety and its BOND shall be in no way impaired or
affected by any extension of the time within which the OWNER may accept such
Bid; and said Surety does hereby waive notice of any such extension.
Surety Companies executing bonds must be authorized to transact business in
the State of Colorado and be accepted by the OWNER.
7/96 Section 00410 Page 2
IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands
and seals this day of , 20__, and such of them as are
corporations have caused their corporate seals to be hereto affixed and these
presents to be signed by their proper officers, the day and year first set
forth above.
PRINCIPAL 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? (provide 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 20% 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: 5942 Lee Martinez Farm Addition
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 5942 Lee Martinez Farm Addition .
The Price of your Agreement is Dollars ($ ).
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 a 625 sq. ft.
addition to the Lee Martinez Farm administrative building including building
envelope from foundation through finishes, related sitework, utilities and
landscaping and is generally described in Section 01010.
ARTICLE 2. ENGINEER
The Project has been designed by Aller-Lingle Architects, who is hereinafter
called ENGINEER and who will assume all duties and responsibilities and will
have the rights and authority assigned to ENGINEER in the Contract Documents
in connection with completion of the Work in accordance with the Contract
Documents.
ARTICLE 3. CONTRACT TIMES
3.1 The Work shall be Substantially Complete within One Hundred Fifty
calendar days after the date when the Contract Times commence to run as
provided in the General Conditions.
3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of
the essence of this Agreement and that OWNER will suffer financial loss if the
Work is not completed within the times specified in paragraph 3.1. above, plus
any extensions thereof allowed in accordance with Article 12 of the General
Conditions.
They also recognize the delays, expenses and difficulties involved in proving
in a legal proceeding the actual loss suffered by OWNER if the Work is not
completed on time. Accordingly, instead of requiring any such proof, OWNER
and CONTRACTOR agree that as liquidated damages for delay (but not as penalty)
CONTRACTOR shall pay OWNER the amounts set forth hereafter.
9/12/01 Section 00520 Page 2
1) Substantial Completion:
One Hundred Dollars ($100) for each calendar day or fraction
thereof that expires after the One Hundred Fifty (150) calendar day
period for Substantial Completion of the Work until the Work is
Substantially Complete.
ARTICLE 4. CONTRACT PRICE
4.1. OWNER shall pay CONTRACTOR for performance of the Work in
accordance with the Contract Documents in current funds as follows: ($ ),
$ Dollars, in accordance with Section 00300, attached and incorporated
herein by this reference.
ARTICLE 5. PAYMENT PROCEDURES
CONTRACTOR shall submit Applications for Payment in accordance with
Article 14 of the General Conditions. Applications for Payment will be
processed by ENGINEER as provided in the General Conditions.
5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account
of the Contract Price on the basis of CONTRACTOR's Application for Payment as
recommended by ENGINEER, once each month during construction as provided
below. All progress payments will be on the basis of the progress of the Work
measured by the schedule of values established in paragraph 2.6 of the General
Conditions and in the case of Unit Price Work based on the number of units
completed, and in accordance with the General Requirements concerning Unit
Price Work.
5.1.1. Prior to Substantial Completion, progress payments will be in the
amount equal to the percentage indicated below, but, in each case, less the
aggregate of payments previously made and less such amounts as ENGINEER shall
determine, or OWNER may withhold, in accordance with paragraph 14.7 of the
General Conditions. 90% of the value of Work completed until the Work has
been 50% completed as determined by ENGINEER, when the retainage equals 5% of
the Contract Price, and if the character and progress of the Work have been
satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, may
determine that as long as the character and progress of the Work remain
satisfactory to them, there will be no additional retainage on account of Work
completed in which case the remaining progress payments prior to Substantial
Completion will be in an amount equal to 100% of the Work completed. 90% of
materials and equipment not incorporated in the Work (but delivered, suitably
stored and accompanied by documentation satisfactory to OWNER as provided in
paragraph 14.2 of the General Conditions) may be included in the application
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
9/12/01 Section 00520 Page 3
accordance with paragraph 14.7 of the General Conditions or as provided by
law.
5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in
accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the
remainder of the Contract Price as recommended by ENGINEER as provided in said
paragraph 14.13.
ARTICLE 6. CONTRACTOR'S REPRESENTATION
In order to induce OWNER to enter into this Agreement, CONTRACTOR makes
the following representations:
6.1. CONTRACTOR has familiarized himself with the nature and extent of
the Contract Documents, Work, site, locality, and with all local conditions
and Laws and Regulations that in any manner may affect cost, progress,
performance or furnishing of the Work.
6.2. CONTRACTOR has studied carefully all reports of explorations and
tests of subsurface conditions and drawings of physical conditions which are
identified in the Supplementary Conditions as provided in paragraph 4.2 of the
General Conditions.
6.3. CONTRACTOR has obtained and carefully studied (or assumes
responsibility for obtaining and carefully studying) all such examinations,
investigations, explorations, tests, reports, and studies (in addition to or
to supplement those referred to in paragraph 6.2 above) which pertain to the
subsurface or physical condition at or contiguous to the site or otherwise may
affect the cost, progress, performance or furnishing of the Work as CONTRACTOR
considers necessary for the performance or furnishing of the Work at the
Contract Price, within the Contract Times and in accordance with the other
terms and conditions of the Contract Documents, including specifically the
provisions of paragraph 4.2 of the General Conditions; and no additional
examinations, investigations, explorations, tests, reports, studies or similar
information or data are or will be required by CONTRACTOR for such purposes.
6.4. CONTRACTOR has reviewed and checked all information and data shown
or indicated on the Contract Documents with respect to existing Underground
Facilities at or contiguous to the site and assumes responsibility for the
accurate location of said Underground Facilities. No additional examinations,
investigations, explorations, tests, reports, studies or similar information
or data in respect of said Underground Facilities are or will be required by
CONTRACTOR in order to perform and furnish the Work at the Contract Price,
within the Contract Times and in accordance with the other terms and
conditions of the Contract Documents, including specifically the provision of
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
9/12/01 Section 00520 Page 4
conditions of the Contract Documents.
6.6. CONTRACTOR has given ENGINEER written notice of all conflicts,
errors or discrepancies that he has discovered in the Contract Documents and
the written resolution thereof by ENGINEER is acceptable to CONTRACTOR.
ARTICLE 7. CONTRACT DOCUMENTS
7.1 The Contract Documents which comprise the entire Agreement between
OWNER and CONTRACTOR concerning the Work consist of the General Conditions,
Supplementary Conditions, those items included in the definition of “Contract
Documents” in Article 1.10 of the General Conditions, and such other items as
are referenced in this Article 7, all of which are incorporated herein by this
reference.
7.2 Forms for use by CONTRACTOR in performing the Work and related
actions in carrying out the terms of this Agreement are deemed Contract
Documents and incorporated herein by this reference, and include, but are not
limited to, the following:
7.2.1 Certificate of Substantial Completion
7.2.2 Certificate of Final Acceptance
7.2.3 Lien Waiver Releases
7.2.4 Consent of Surety
7.2.5 Application for Exemption Certificate
7.2.6 Application for Payment
7.3 Drawings, consisting of a cover sheet and sheets numbered as
follows:
DRAWING INDEX:
Title Page With Vicinity Map
D1.0 Demolition Plan
D1.1 Demolition Photos
SD1.0 Site Plan
A1.0 Floor Plan
A1.1 Ceiling Plan
A1.2 Roof Plan
A2.0 Elevations
A3.0 Building Sections
A4.0 Details and Schedules
S1.0 General Notes; Sheet Index
S1.1 Load Key, Typical Details
S1.2 Typical Wood Details
S2.0 Foundation Plan and Roof Plan
S3.0 Details
M1 Mechanical Plan & Schedules
E1 Electrical Power Plan & Details
E2 Lighting Plan & Schedules
9/12/01 Section 00520 Page 5
E3 Electrical Specifications
The Contract Drawings shall be stamped "Final for Construction" and dated.
Any revisions made shall be clearly identified and dated.
7.4. Addenda Numbers to , inclusive.
7.5. The Contract Documents also include all written amendments and
other documents amending, modifying, or supplementing the Contract Documents
pursuant to paragraphs 3.5 and 3.6 of the General Conditions.
7.6. There are no Contract Documents other than those listed or
incorporated by reference in this Article 7. The Contract Documents may only
be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of
the General Conditions.
ARTICLE 8. MISCELLANEOUS
8.1. Terms used in this Agreement which are defined in Article I of the
General Conditions shall have the meanings indicated in the General
Conditions.
8.2. No assignment by a party hereto of any rights under or interests in
the Contract Documents will be binding on another party hereto without the
written consent of the party sought to be bound; and specifically but not
without limitations, moneys that may become due and moneys that are due may
not be assigned without such consent (except to the extent that the effect of
this restriction may be limited by law), and unless specifically stated to the
contrary in any written consent to an assignment no assignment will release or
discharge that assignor from any duty or responsibility under the Contract
Document.
8.3. OWNER and CONTRACTOR each binds itself, its partners, successors,
assigns and legal representatives to the other party hereto, its partners,
successors, assigns and legal representatives in respect to all covenants,
Agreement and obligations contained in the Contract Document.
9/12/01 Section 00520 Page 6
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:5942 Lee Martinez Farm Addition
To:
This notice is to advise you:
That the contract covering the above described Work has been fully executed by
the CONTRACTOR and the OWNER.
That the required CONTRACTOR's Performance Bond and Payment Bond have been
received by the OWNER.
That the OWNER has approved the said Contract Documents.
Therefore, as the CONTRACTOR for the above described Work, you are hereby
authorized and directed to proceed within ( ) calendar days from
receipt of this notice as required by the Agreement.
Dated this day of , 20__.
The dates for Substantial Completion and Final Acceptance shall be
_________ __, 20__ and , 20__, respectively.
City of Fort Collins
OWNER
By:
Title:
ACKNOWLEDGMENT OF NOTICE
Receipt of the above Notice to Proceed is hereby acknowledged this
____ day of , 20__.
CONTRACTOR
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,5942 Lee Martinez Farm
Addition.
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 THE DATE OF THE 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, 5942 Lee Martinez Farm
Addition.
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 THE DATE OF THE 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:5942 Lee Martinez Farm Addition
_____________________________
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, 5942 Lee Martinez Farm Addition.
A check is attached hereto in the amount of $ as Final Payment for
all Work done, subject to the terms of the Contract Documents which are dated
_________________ __, 20__.
In conformance with the Contract Documents for this project, your obligations
and guarantees will continue for the specified time from the following
date:__________ __, 20 .
Sincerely,
OWNER: City of Fort Collins
By:
Title:
ATTEST:
Title:
7/96 Section 00650 Page 1
SECTION 00650
LIEN WAIVER RELEASE
(CONTRACTOR)
TO: City of Fort Collins, Colorado (OWNER)
FROM: (CONTRACTOR)
PROJECT:5942 Lee Martinez Farm Addition
1. The CONTRACTOR acknowledges having received payment, except retainage
from the OWNER for all work, labor, skill and material furnished,
delivered and performed by the CONTRACTOR for the OWNER or for anyone in
the construction, design, improvement, alteration, addition or repair of
the above described project.
2. In consideration of such payment and other good and valuable
consideration, the receipt and adequacy of which are hereby acknowledged,
the CONTRACTOR voluntarily waives all rights, claims and liens, including
but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270
a and b), stop notices, equitable liens and labor and material bond
rights which the CONTRACTOR may now or may afterward have, claim or
assert for all and any work, labor, skill or materials furnished,
delivered or performed for the construction, design, improvement,
alteration, addition or repair of the above described project, against
the OWNER or its officers, agents, employees or assigns, against any fund
of or in the possession or control of the OWNER, against the project or
against all land and the buildings on and appurtenances to the land
improved by the project.
3. The CONTRACTOR affirms that all work, labor and materials, furnished,
delivered or performed to or for the construction, design, improvement,
alteration, addition or repair of the project were furnished, delivered
or performed by the CONTRACTOR or its agents, employees, and servants, or
by and through the CONTRACTOR by various Subcontractors or materialmen or
their agents, employees and servants and further affirms the same have
been paid in full and have released in full any and all existing or
possible future mechanic's liens or rights or claims against the project
or any funds in the OWNER'S possession or control concerning the project
or against the OWNER or its officers, agents, employees or assigns
arising out of the project.
4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender,
if any, and the Surety on the project against and from any claim
hereinafter made by the CONTRACTOR'S Subcontractors, materialmen,
employees, servants, agents or assigns against the project or against the
OWNER or its officers, employees, agents or assigns arising out of the
7/96 Section 00650 Page 2
project for all loss, damage and costs, including reasonable attorneys
fees, incurred as a result of such claims.
5. The parties acknowledge that the description of the project set forth
above constitutes and adequate description of the property and
improvements to which this Lien Waiver Release pertains. It is further
acknowledged that this Lien Waiver Release is for the benefit of and may
be relied upon by the OWNER, the lender, if any, and Surety on any labor
and material bonds for the project.
Signed this day of , 20__.
CONTRACTOR
By:
Title:
ATTEST:
Secretary
STATE OF COLORADO )
)ss.
COUNTY OF LARIMER )
Subscribed and sworn to before me this day of
20__, by
Witness my hand and official seal.
My Commission Expires: .
Notary Public
7/96 Section 00660 Page 1
SECTION 00660
CONSENT OF SURETY
TO: City of Fort Collins, Colorado
(hereinafter referred to as the "OWNER")
CONTRACTOR:
PROJECT: 5942 Lee Martinez Farm Addition
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-4.2 Subsurface and Physical Conditions:
A. Add the following language to paragraph 4.2.1 of the
General Conditions.
4.2.1.1.1 The following report(s) of exploration and tests
of subsurface conditions at the site of the Work:
CTL/THOMPSON INCORPORATED
SOILS AND FOUNDATIONINVESTIGATION
ADDITION TO THE ADMINISTRATION BUILDING
THE FARM AT LEE MARTINEZ PARK
FORT COLLINS, COLORADO
Project No. FC03527-125
June 30, 2005
Contractor may rely upon the accuracy of the technical data
contained in the geotechnical documents, but not upon
nontechnical data, interpretations or opinions contained
therein or upon the completeness of any information in the
report.
B. 4.2.1.2.1 No drawing of physical conditions in or relating
to existing surface or subsurface structures (except
Underground Facilities referred to in Paragraph 4.3) which
are at or contiguous to the site have been utilized by the
Engineer in preparation of the Contract Documents, except
the following:
SC-5.4.8 Limits of Liability
A. Add the following language at the end of paragraph 5.4.8.
The limits of liability for the insurance required by the
paragraph numbers of the General Conditions listed below are as
follows:
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).
SC-8.10 OWNER’s Project Manager
A. Add the following language to ARTICLE 8:
8.10. The OWNER will provide a Project Manager. The CONTRACTOR shall
direct all questions concerning Contract interpretation, Change
Orders, and other requests for clarification or instruction to
the Project Manager.
8.10.1 Authority: The Project Manager will be the OWNER's
representative during the construction of the project. The
Project Manager shall have the authority set forth in the
OWNER's Capital Project Procedures Manual. The Project Manager
shall have the authority to reject work and materials whenever
such rejection may be necessary to ensure the proper
performance of the Work in accordance with the Contract
Documents.
8.10.2 Duties and Responsibilities: The Project Manager will make
periodic visits to the project site to observe the progress and
quality of the Work and to determine, in general, if the Work
is proceeding in accordance with the Contract Documents. The
Project Manager shall not be required to make comprehensive or
continuous inspections to check the progress or quality of the
Work. The Project Manager shall not be responsible for
construction means, methods, techniques, sequences, or
procedures, or for safety precautions or programs in connection
with the Work, or for any failure of the Contractor to comply
with laws and regulation applicable to the performance or
furnishing of the Work. Visits and observations made by the
Project Manager shall not relieve the CONTRACTOR of his
obligation to conduct comprehensive inspections of the Work, to
furnish materials and perform acceptable Work, and to provide
adequate safety precautions in conformance with the Contract
Documents. The Project Manager shall at all times have access
to the Work. The CONTRACTOR shall provide facilities for such
access so the Project Manager may perform his or her functions
under the Contract Documents.
00800-2
8.10.3 One or more Resident Construction Inspector(s) (RCI) may be
assigned to assist the Project Manager in providing observation
of the Work, to determine whether or not the Work is proceeding
according to the construction documents. CONTRACTOR will
receive written notification from the OWNER of any RCI
assignments. The RCI shall not supervise, direct or have
control or authority over, nor be responsible for, CONTRACTOR's
means, methods, techniques, sequences or procedures of
construction or the safety precautions and programs incident
thereto, or for any failure of CONTRACTOR to comply with Laws
and Regulations applicable to the furnishing or performance of
the Work. The RCI will not be responsible for CONTRACTOR's
failure to perform or furnish the Work in accordance with the
Contract Documents. The RCI's dealings in matters pertaining
to the on-site work will be to keep the Project Manager
properly apprised about such matters.
8.10.4 Communications: All instructions, approvals, and decisions of
the Project Manager shall be in writing. The CONTRACTOR may
not rely on instructions, approvals, or decisions of the
Project Manager until the same are reduced to writing.
SC-12.3 Add the following language to the end of paragraph 12.3.
Contractor will include in the project schedule 0 days lost due to
abnormal weather conditions. Must be documented and approved by City’s
Project Representative.
SC-13.12 Correction Period:
13.12.1If within one year after the date of Substantial Completion or
such longer period of time as may be prescribed by Laws or
Regulations or by the terms of any applicable special guarantee
required by the Contract Documents or by any specific provision
of the Contract Documents, an Work is found to be defective,
CONTRACTOR shall promptly, without cost to OWNER and in
accordance with OWNER’s written instructions . . .
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
Section 00970 Page 1
Section 00970 Page 2
Section 00970 Page 3
Section 00970 Page 4
Section 00970 Page 5
01010 - 1
0237.07
SECTION 01010
SUMMARY OF WORK
PART 1 GENERAL
1.01 PROJECT SITE
A. Location: The Farm at Lee Martinez Park is located at 600 N. Sherwood Street, Fort
Collins, Colorado.
B. Related requirements or conditions specified elsewhere:
1. Section 01020, Allowances.
2. Section 01022, Unit Prices.
3. Section 01030, Alternates.
4. Section 01046, Access to Site.
1.02 DESCRIPTION OF THE WORK
A. General: The work consists of the construction of a 694 square foot addition to the Farm
Administrative Building including, but not limited to, building envelop from foundation
through finishes, related site work, utilities, landscaping, as described in the contract
documents.
B. Unless otherwise provided, Contractor shall provide, at his expense, all materials, labor,
equipment, tools, transportation and utilities, including cost of connection necessary for
successful completion of the project.
C. It is the intent of the Owner not to disturb the normal functions of the complex, its residents
and their visitors, employees, vendors, suppliers, contractors or related outside businesses
during the work of this project.
D. The Contractor shall be responsible for seeing that all contractors, subcontractors, suppliers
and workmen associated with the project conduct themselves in a professional and
businesslike manner while on the site.
1. Alcoholic beverages and smoking will not be permitted on the site, anywhere within
the Owner's facilities or on the Owner's property.
2. All workers shall refrain from the use of profane or abusive language and other
forms of harassment on the site.
3. Other specific conditions of this Section shall be as arranged at the Pre-Construction
Conference.
4. Refer to Section 01046 for specific rights of the Owner's principal representative.
1.03 CONTRACTOR QUALIFICATIONS
A. Contractor Qualifications: General Contractor shall have completed at least three (3)
projects of similar size and scope within the past two (2) years.
1. Contractor shall hold a Class C-1 Contractor’s License with the City of Fort Collins.
B. Superintendent Qualifications: Refer to Section 01041.
1.04 FORM OF BID AND/OR CONSTRUCTION CONTRACT
A. The work of this Project shall be bid and construction contracts awarded on the following
basis, unless otherwise modified in the General or Supplementary Conditions of the
Contract:
1. Lump sum basis, including approved Alternates.
1.05 WORK BY OTHERS (if necessary)
01010 - 2
0237.07
A. The Owner shall furnish and install all offsite improvements, including street improvements,
utility extensions and stormwater systems by separate contract.
END OF SECTION
0237.05
01025-1
SECTION 01025
MEASUREMENT AND PAYMENT
PART 1 GENERAL
1.01 WORK INCLUDED
A. This Section covers methods of measurements and payment for items of Work covered in
the Bid Form/Bid Schedule.
1. Owner will not pay for defective work and will not pay for repair or additional work
required to bring the project to a point of acceptance.
B. Bid Price.
1. The Total Bid Price covers all Work required by the Contract Documents. All work
not specifically set forth as a pay item in the Bid Form shall be considered a
subsidiary obligation of the Contractor and all costs in connection therewith shall be
included in the prices bid for the various items of Work.
2. Prices shall include all costs in connection with the proper and successful
completion of the Work, including furnishing all materials, equipment and tools,
performing all labor and supervision to fully complete the Work, associated General
Conditions and Division 1 expenses associated with the Work, and the costs of
Contractor overhead, profit and bonding applicable to the particular Bid Item.
C. Related work specified elsewhere:
1. Bid Form/Bid Schedule.
END OF SECTION
01026 - 1
0237.07
SECTION 01026
APPLICATIONS FOR PAYMENT
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Submit Applications for Payment to Owner in accordance with the schedule established by
the General and Supplementary Conditions of the Contract and Owner-Contractor
Agreement.
B. Related requirements specified elsewhere:
1. Owner-Contractor Agreement:
a. Lump sum and unit prices.
b. Progress payments, retainages and final payment.
c. Allowable progress payments for Contractor overhead, profit and Division I
expenses.
2. Bid Form.
3. General and Supplementary Conditions:
a. Retainages.
b. Liquidated damages, if applicable.
c. Partial release of lien affidavits.
4. Section 01370, Schedule of Values.
5. Section 01700, Contract Closeout.
6. Section 01730, Operating and Maintenance Data.
1.02 FORMAT AND DATA REQUIRED
A. Submit itemized Applications typed on standard City of Fort Collins forms, unless otherwise
approved.
B. Provide itemized data on continuation sheet. Format, schedule, line items and values shall
be those of the Schedule of Values accepted by Architect.
C. Applications for payment shall include only that material, labor and/or stored material in
place as of the date of Application.
1.03 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT
A. Application Form:
1. Form shall be completed and notarized by a Notary Public, state of Colorado.
2. Fill in required information, including that for Change Orders executed prior to date
of submittal of Application. Incomplete Application forms shall be returned to the
Contractor and not processed.
3. Fill in summary of dollar values to agree with respective totals indicated on continua-
tion sheets.
4. Certification shall be executed with signature of a responsible officer of contract firm.
B. Continuation Sheets:
1. Fill in total list of all schedule component items of work with item number and
scheduled dollar value for each item.
2. Fill in dollar value in each column for each scheduled line item when work has been
performed or products stored, as of date of Application.
3. List each Change Order executed prior to date of Application at the end of the
continuation sheets.
a. List by Change Order number and description, as for an original component item of
work.
01026 - 2
0237.07
C. Retainage: The Owner shall withhold retainage from each progress payment, as stipulated
in the General and Supplementary Conditions. Contractor shall reflect the amount retained
on each Application for Payment.
D. Partial Release of Liens Affidavit: Contractor shall submit a Partial Release of Liens
Affidavit with each Application for Payment certifying payment to Subcontractors, material
suppliers or other entities having provided labor, materials and equipment related to the
Work covered by the previous Application for Payment, as specified in the General and
Supplementary Conditions.
E. Prior to acceptance of Application for Payment, Contractor shall show that project record
drawings are current and up to date per Section 01720, as requested by the Architect or
Owner.
F. Prior to acceptance of Final Application for Payment, Contractor shall submit complete
operating and maintenance manuals for review and acceptance by the Architect and Owner.
Refer to paragraph 1.06 below.
1.04 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS
A. When the Owner requires substantiating data, Contractor shall submit suitable information
with a cover letter identifying:
1. Project name, Application number and date.
2. Detailed list of enclosures.
3. Stored materials may be submitted for payment, provided they are stored on site, in
the Subcontractor’s insured facility, or in a bonded warehouse facility as of the date
of Application.
a. Submit item number and identification as shown on Application, description of
specific material.
b. Submit certificate of insurance indicating coverage of stored materials, if
requested by the Owner.
B. Submit one (1) copy of data for each copy of Application.
1.05 PREPARATION OF APPLICATION FOR FINAL PAYMENT
A. Fill in Application form as specified for progress payments.
B. Use continuation sheet for presenting the final statement of accounting as specified in
Section 01700, Contract Close-Out.
1.06 SUBMITTAL PROCEDURE
A. Submit Applications for Payment to Architect within the time limitations and deadlines
stipulated in the Agreement.
B. Number: Four (4) copies of each Application, or as established at the Pre-Construction
Conference.
C. When Architect finds Application properly completed and correct, he will transmit Certificate
for Payment to Owner within seven (7) calendar days.
D. Final Certificate for Payment shall be processed only after operating and maintenance
manuals have been received, reviewed and accepted by the Architect and Owner.
END OF SECTION
01027 - 1
0237.07
SECTION 01027
CHANGE ORDER PROCEDURES
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Contractor shall prepare and promptly implement Change Order procedures:
1. Provide full written data required to evaluate proposed changes in the Contract Sum
or extensions of the Contract Time.
2. Maintain detailed records of work done on a time-and-material/force-account basis.
3. Maintain detailed records of weather-related delays to substantiate claims for
additional time.
B. Designate in writing the member of Contractor's organization who is authorized to accept
changes in the work.
C. Related requirements specified elsewhere:
1. Owner-Contractor Agreement and Conditions of the Contract:
a. Methods of determining cost or credit to Owner resulting from changes in the work
made on a time-and-material basis.
b. Contractor's claims for additional costs.
c. Allowable limits for Contractor's overhead and profit.
d. Established unit prices.
2. Section 01026, Applications for Payment.
3. Section 01046, Access to Site: Designation of Owner's Principal Representative,
authorized to execute change orders.
4. Section 01310, Construction Schedules.
5. Section 01370, Schedule of Values.
6. Section 01600, Material and Equipment: Substitutions.
7. Section 01720, Project Record Documents.
1.02 DEFINITIONS
A. Change Order: See General Conditions. Use City of Fort Collins standard Change Order
form included in the project manual, Section 00950.
B. Field Order, CSI Form 13.4A: A written order, instructions or interpretations signed by
Architect, and/or, Owner’s Representative making minor changes in the work not involving a
change in Contract Sum or Contract Time.
C. Proposal Request, AIA Document G709: A written request by the Owner or Architect
describing proposed changes in the work and requesting change order pricing from the
Contractor, but not authorizing the work to be completed until approved in writing by the
Owner.
D. Work Change Directive, standard City of Fort Collins form: A written order to the Contractor
signed by Owner and Architect which amends the Contract Documents as described and
authorizes Contractor to proceed with a change which affects the Contract Sum or the
Contract Time, for inclusion in a subsequent Change Order.
01027 - 2
0237.07
1.03 PRELIMINARY PROCEDURES
A. Owner or Architect may initiate changes by submitting a Proposal Request to Contractor.
Request will include:
1. Detailed description of the change, products and location of the change in the
project.
2. Supplementary or revised Drawings and Specifications.
3. The projected time span for making the change and a specific statement as to
whether overtime work is or is not authorized.
4. A specific period of time during which the requested price will be considered valid.
5. Such request is for information only and is not an instruction to execute the changes
or to stop work in progress.
B. Contractor may initiate changes by submitting a written notice to Architect containing:
1. Description of the proposed changes.
2. Statement of the reason for making the changes.
3. Statement of the affect on the Contract Sum and the Contract Time.
4. Statement of the affect on the work of separate contractors.
5. Documentation supporting any change in Contract Sum or Contract Time as
appropriate.
C. Changes in the work affecting construction cost and/or contract time shall not be started
without a fully executed Change Order or other written authorization (such as a Work
Change Directive) from the Owner and Architect, in accordance with the General and
Supplementary Conditions.
1.04 CONSTRUCTION CHANGE AUTHORIZATION
A. In lieu of a Proposal Request, Architect or Owner may issue a Construction Change
Authorization or a Work Change Directive for Contractor to proceed with a change for
subsequent inclusion in a Change Order.
B. Authorization will describe changes in the work, both additions and deletions, with
attachments of revised Contract Documents to define details of the change and will
designate the method of determining any change in the Contract Sum and any change in
Contract Time.
C. Owner and/or Architect will sign and date the Construction Change Authorization or Work
Change Directive as authorization for the Contractor to proceed with the changes.
D. Contractor will sign and date the Construction Change Authorization to indicate agreement
with the terms therein.
1.05 DOCUMENTATION OF PROPOSALS AND CLAIMS
A. Support each quotation for a lump sum proposal and for each unit price which has not
previously been established with sufficient substantiating data to allow Architect and Owner
to evaluate the quotation.
1. Labor and equipment required.
2. Materials required:
a. Recommended source of purchase and unit cost.
b. Quantities required.
3. Taxes, insurance and bonds.
4. Credit for work deleted from Contract similarly documented.
5. Overhead and profit. Refer to Supplemental Conditions of the Contract for
established limits, if applicable.
6. Justification for any change in Contract Time.
B. Support each claim for additional costs and for work done on a time-and-material/force-
account basis, with documentation as required for a lump sum proposal plus additional
01027 - 3
0237.07
information:
1. Name of the Owner's authorized agent who ordered the work and date of the order.
2. Dates and times work was performed and by whom.
3. Time record, summary of hours worked and hourly rates paid.
4. Receipts and invoices for:
a. Equipment used, listing dates and times of use.
b. Products used, listing quantities.
c. Subcontracts.
C. Document requests for substitutions for products as specified in Section 01600.
D. Support each claim for additional time due to weather-related delays with the following daily
information:
1. Statement of the reason for requesting an extension to the Contract Time due to the
weather, including the materials or trades affected and the adverse effects of the
weather upon these items.
2. Weather conditions at the site of the project for each day requested.
3. Temperature in Fahrenheit at the site for each day requested.
4. Any additional information requested by the Owner.
1.06 PREPARATION OF CHANGE ORDERS
A. Contractor shall prepare each Change Order, unless Owner or Architect is authorized to
prepare Change Orders at the Pre-Construction Conference.
B. Form: Change Order; Owner provided form.
C. Change Order will describe changes in the work, both additions and deletions, with
attachments of revised Contract Documents to define details of the change.
D. Change Order will provide an accounting of the adjustment in the Contract Sum and the
Contract Time.
1.07 LUMP SUM/FIXED PRICE CHANGE ORDER
A. Content of Change Orders will be based on either:
1. Architect's Proposal Request and Contractor's response as mutually agreed
between Owner and Contractor; or
2. Contractor's proposal for a change as recommended by Architect.
B. Owner and Architect will sign and date the Change Order as authorization for the Contractor
to proceed with the changes.
C. Contractor will sign and date the Change Order to indicate agreement with the terms
therein.
1.08 UNIT PRICE CHANGE ORDER
A. Content of Change Orders will be based on either:
1. Architect's definition of the scope of the required changes.
2. Contractor's proposal for a change as recommended by Architect.
3. Survey of completed work.
B. The amounts of the unit prices to be either:
1. Those stated in the Agreement.
2. Those mutually agreed upon between Owner and Contractor.
C. When quantities of each of the items affected by the Change Order can be determined prior
to start of the work:
1. Owner and Architect will sign and date the Change Order as authorization for
Contractor to proceed with the changes.
2. Contractor will sign and date the Change Order to indicate agreement with the terms
therein.
01027 - 4
0237.07
D. When quantities of the items cannot be determined prior to start of the work:
1. Architect or Owner will issue a Construction Change Authorization or Work Change
Directive directing Contractor to proceed with the change on the basis of unit prices
and will cite the applicable unit prices.
2. At completion of the change, Architect will determine the cost of such work based on
the unit prices and quantities used.
a. Contractor shall submit documentation to establish the number of units of each item
and any claims for a change in Contract Time.
3. Architect will sign and date the Change Order to establish the change in Contract
Sum and in Contract Time.
4. Owner and Contractor will sign and date the Change Order to indicate their
agreement with the terms therein.
1.09 TIME AND MATERIAL/FORCE ACCOUNT CHANGE ORDER/CONSTRUCTION CHANGE
AUTHORIZATION
A. Architect and Owner will issue a Construction Change Authorization or Work Change
Directive directing Contractor to proceed with the changes.
B. At completion of the change, Contractor shall submit itemized accounting and supporting
data as provided in paragraph 1.05, Documentation of Proposals and Claims.
C. Architect will determine the allowable cost of such work as provided in General Conditions
and Supplementary Conditions.
D. Architect and Owner will sign and date the Change Order to establish the change in
Contract Sum and in Contract Time.
E. Contractor will sign and date the Change Order to indicate their agreement therein.
F. Owner must approve in writing and on a daily basis all time and material Change Orders.
1.10 CONTRACTOR OVERHEAD AND PROFIT
A. General: Allowable limits to the Contractor's and Subcontractors' mark-ups on Change
Orders shall be as established in the Supplementary Conditions of the Contract.
1.11 CORRELATION WITH CONTRACTOR'S SUBMITTALS
A. Periodically revise Schedule of Values and Application for Payment forms to record each
change as a separate item of work and to record the adjusted Contract Sum.
B. Periodically revise the Construction Schedule to reflect each change in Contract Time.
1. Revise subschedules to show changes for other items of work affected by the
changes.
C. Upon completion of work under a Change Order, enter pertinent changes in Record
Documents.
END OF SECTION
01040 - 1
0237.07
SECTION 01040
COORDINATION
PART 1 GENERAL
1.01 COORDINATION REQUIREMENTS
A. Contractor shall be responsible for the overall coordination of all civil, landscape and urban
design, architectural, structural, mechanical and electrical components and systems that are
a part of this project.
1. Coordinate components and systems prior to purchasing or fabricating.
2. Coordinate materials, equipment and fixtures supplied by various trades for
compatibility with the final installation.
B. Coordinate all work included in the Construction Documents, including but not limited to the
following construction trades:
1. Demolition.
2. Earthwork, excavation and grading.
3. Onsite utilities, including utilities designed by other jurisdictions.
4. Cast-in-place concrete.
5. Structural steel and metalwork.
6. Carpentry and cabinetwork.
7. Building and roof insulation.
8. Roofing and flashings.
9. Doors, windows and glazing systems.
10. Painting and finishing.
11. Flooring and hard surfaces.
12. Specialties.
13. Equipment.
14. Mechanical and plumbing systems.
15. Electrical systems.
C. Coordinate scheduling, submittals and work of the Drawings and various Sections of
Specifications to assure efficient and orderly sequence of installation of interdependent
construction elements.
D. Coordinate and verify that utility requirement characteristics of operating equipment are
compatible with the building utilities. Interruption of utility services shall be scheduled with
and subject to the approval of the Owner seven (7) business days prior to the interruption.
E. Coordinate utility locates and utility designs with the City of Fort Collins and other
jurisdictions having authority over the project. Refer to Section 01060.
F. Related requirements specified elsewhere:
1. General and Supplementary Conditions: Contractor's Responsibilities.
2. Section 01010, Summary of Work.
3. Section 01050, Field Engineering.
4. Section 01060, Regulatory Requirements.
5. Section 01600, Materials and Equipment: Substitutions.
6. Section 06100, Rough Carpentry: General project coordination.
01040 - 2
0237.07
1.02 RELATED WORK BY OTHERS
A. Coordinate as required with the Owner for related work, as shown on the Drawings or
specified herein, to be performed by the Owner's own forces or by separate contract from
this project. Refer to Section 01010.
1.03 COORDINATION OF SCHEDULES
A. Coordinate schedule of construction activity with the Owner's continued use of the facility
and site. Refer to Section 01046, Access to Site.
B. Coordinate schedule of construction activity with the Owner and other Contractors as
necessary to facilitate the related work by others described above.
1.04 COORDINATION MEETINGS
A. In addition to progress meetings specified in Section 01200, Contractor shall hold
coordination meetings and pre-installation conferences with personnel and Subcontractors
to assure coordination of work.
1.05 COORDINATION OF SUBMITTALS
A. General: Schedule and coordinate all submittals specified in Section 01340 or other
Sections.
B. Coordinate work of various Sections having interdependent responsibilities for installing,
connecting to and placing in service such equipment.
C. Coordinate requests for substitutions to assure compatibility of space, operating elements
and the effect on work of other Sections.
1.06 COORDINATION OF SPACE
A. Coordinate use of project space and sequence of installation of mechanical and electrical
work which is indicated diagrammatically on the Drawings. Follow routing shown for pipes,
ducts and conduits as closely as practicable, with due allowance for available physical
space; make runs parallel with lines of building. Utilize space efficiently to maximize
accessibility for other installations, for maintenance and for repairs.
B. In finished areas, except as otherwise shown, conceal pipes, ducts and wiring in the
construction. Coordinate locations of fixtures and outlets with finish elements.
1.07 COORDINATION OF CONTRACT CLOSE-OUT
A. Coordinate completion and cleanup of work of separate Sections in preparation for
Substantial Completion.
B. Assemble and coordinate close-out submittals specified in Section 01700.
C. After Owner's occupancy of premises, coordinate access to the site by various Sections for
correction of defective work and work not in accordance with Contract Documents to
minimize the disruption of Owner's activities.
END OF SECTION
0237.05
01045-1
SECTION 01045
CUTTING AND PATCHING
PART 1 GENERAL
1.01 WORK INCLUDED
A. Requirements and limitations for cutting and patching of the work. Cutting and patching
shall be as required to provide a complete and finished project.
B. Related work specified elsewhere:
1. Section 01600, Materials and Equipment: Substitutions.
2. Section 02070, Selective Demolition.
1.02 SUBMITTALS
A. Submit written request in advance of cutting or alteration which affects:
1. Structural integrity of any element of the project.
2. Building, fire, life safety or handicapped accessibility compliance of the project.
3. Integrity of weather-exposed or moisture-resistant elements.
4. Efficiency, maintenance or safety of any operational element.
5. Visual or aesthetic qualities of sight-exposed elements.
B. Include in request:
1. Location and description of affected work.
2. Necessity for cutting or alteration.
3. Description of proposed work and products to be used.
4. Alternatives to cutting and patching.
5. Effect on work of Owner or separate Contractor, if any.
6. Date and time work will be executed.
PART 2 PRODUCTS
2.01 MATERIALS
A. Materials used in cutting and patching shall be those required for, or to match, original
construction.
B. For any change in materials, submit request for substitution in accordance with Section
01600.
PART 3 EXECUTION
3.01 CUTTING AND PATCHING
A. Execute cutting, fitting and patching as required for a complete and finished project.
1. Contractor shall be responsible for cutting and patching as required for the comple-
tion of the work. No cutting shall be done without approval of the Architect or Owner
as to location, method and extent of cutting.
0237.05
01045-2
2. Fit work tight to adjacent elements. Maintain integrity of wall, roof, ceiling or floor
constructions and finishes. Refinish surfaces to match adjacent finishes.
3. Minimize extent of necessary cutting and patching. Thoroughly explore alternatives
to cutting and patching.
4. Remove and replace defective and non-conforming work.
5. Provide openings in elements of the work for mechanical and electrical penetrations,
work of other trades or Subcontractors.
B. Cutting, patching and fitting shall be performed by personnel or subcontractors skilled in the
particular trades or Sections of the work involved.
C. Perform cutting by methods which will prevent damage to other portions of the work and
provide proper surfaces to receive installation of repair and new work.
D. Perform fitting and adjusting of products to provide finished installation complying with the
specified tolerances and finishes.
END OF SECTION
01070 - 1
0237.07
SECTION 01070
ABBREVIATIONS
PART 1 GENERAL
1.01 DEFINITIONS
A. Wherever used in these Specifications, the following abbreviations shall have the meanings
indicated:
AAMA American Architectural Manufacturers Association
AASHTO American Association of State Highway & Transportation Officials
ADA Americans with Disabilities Act
AIA American Institute of Architects
AISC American Institute of Steel Construction
AISI American Iron and Steel Institute
AITC American Institute of Timber Construction
ANSI American National Standards Institute
ASME American Society of Mechanical Engineers
ASTM American Society for Testing and Materials
AWI Architectural Woodwork Institute
AWS American Welding Society
AWWA American Water Works Association
CDOT Colorado Department of Transportation
CISPI Cast Iron Soil Pipe Institute
CRSI Concrete Reinforcing Steel Institute
CS Commercial Standard
EEI Edison Electric Institute
FS Federal Specifications
IBBM Iron Body, Bronze Mounted
IBC International Building Code
IEEE Institute of Electrical and Electronics Engineers
IRC International Residential Building Code
ISA Institute Society of America
IGCC Insulating Glass Certification Council
LEED Leadership in Energy and Environmental Design
MBMA Metal Building Manufacturer’s Association
MCC Motor Control Center
MCIP Motor Control Instrument Panel
MSL Mean Sea Level
MSS Manufacturer's Standardization Society of the Valves and Fittings
NBS National Bureau of Standards
NEC National Electric Code
NEMA National Electrical Manufacturers Association
NFRC National Fenestration Rating Council
NFoPA National Forest Products Association
NPT National Pipe Thread
NRS Non-Rising Stem
NWMA National Woodwork Manufacturer’s Association
PIMA Polyisocyanurate Insulation Manufacturer’s Association
RPM Revolutions per minute
SDI Steel Deck Institute
SJI Steel Joist Institute
01070 - 2
0237.07
SMACNA Sheet Metal and Air Conditioning Contractors National Association, Inc.
SPRI Single-Ply Roofing Institute
TCA Tile Council of America
UBC Uniform Building Code
UCBC Uniform Code for Building Conservation
UFC Uniform Fire Code
UL Underwriter’s Laboratories
UMC Uniform Mechanical Code
UPC Uniform Plumbing Code
END OF SECTION
01200 - 1
0237.07
SECTION 01200
PROJECT MEETINGS
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Owner shall schedule and administer Pre-Bid and Pre-Construction Conferences.
B. Contractor shall schedule and administer periodic progress meetings and specially called
meetings throughout progress of the work.
1. Prepare agenda for meetings and conduct meetings.
2. Record the minutes, including significant proceedings and decisions.
3. Reproduce and distribute copies of minutes within five (5) days after each meeting
to all participants in the meeting and parties affected by decisions made at the
meeting.
4. Prepare and regularly update an “open items list” to document and track required
decisions and pending changes.
C. Representatives of contractors, subcontractors and suppliers attending meetings shall be
qualified and authorized to act on behalf of the entity each represents.
D. Owner's representative will attend meetings to ascertain that work is expedited consistent
with Contract Documents and construction schedules.
1.02 PRE-CONSTRUCTION MEETING
A. Owner shall schedule and administer the Pre-Construction Conference within five (5)
working days after the date of Notice to Proceed.
B. Location: A central site, convenient for all parties, designated by the Owner.
C. Attendance:
1. Owner's principal representative.
2. Contractor's project manager and superintendent.
3. Major subcontractors.
D. Agenda:
1. Distribution and discussion of:
a. List of major subcontractors.
b. Project construction schedules.
c. Schedule of Values.
d. Contractor's staging plan.
2. Critical work sequencing.
3. Major equipment deliveries and priorities.
4. Project coordination.
a. Designation of responsible personnel.
5. Procedures and processing of:
a. Field decisions.
b. Proposal requests.
c. Submittals, shop drawings and samples.
d. Change Orders.
e. Applications for Payment.
f. Certified payroll reports for Davis-Bacon wage reporting, if applicable.
6. Adequacy of distribution of Contract Documents.
7. Procedures for maintaining Record Documents.
8. Use of premises:
a. Field office, work and storage areas.
01200 - 2
0237.07
b. Owner's use of site and grounds.
9. Construction facilities, controls and construction aids.
10. Temporary utilities.
11. Safety and first-aid procedures.
12. Security procedures and temporary site or building fencing and enclosures.
13. Housekeeping procedures.
14. Pending changes and substitutions by Change Order.
15. Installation of project sign.
1.03 PROGRESS MEETINGS
A. Contractor shall schedule and administer regular weekly meetings as determined at the
Pre-Construction Conference and specially called meetings as required by progress of the
work.
B. Location of the Meetings: As designated by Contractor and coordinated with the Owner's
principal representative.
C. Attendance:
1. Contractor’s project manager and on-site superintendent.
2. Owner's principal representative.
3. Architect and his professional consultants, as needed.
4. Subcontractors as appropriate to the agenda.
5. Others as appropriate.
D. Suggested Agenda:
1. Review of work progress since previous meeting.
2. Field observations, problems and conflicts.
3. Review of off-site fabrication and delivery schedules.
4. Revisions to the construction schedule.
5. Progress and schedule during succeeding work period.
6. Review submittal schedules and expedite as required.
7. Maintenance of quality standards.
8. Pending changes and substitutions, with review of the proposed changes for:
a. Effect on construction schedule and completion date.
b. Effect on other contracts of the project.
9. Review of Contractor's application for progress/final payment.
10. Walk-through inspection of the work in progress by the Owner's representative,
Architect and his consultants, as necessary, and General Contractor.
Subcontractors will only be involved in these walk-throughs as requested by the
Owner or Architect.
END OF SECTION
01310 - 1
0237.07
SECTION 01310
CONSTRUCTION SCHEDULES
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Contractor shall prepare and submit to the Owner/Architect estimated construction progress
schedules for the work with subschedules of related activities which are essential to its
progress.
B. Submit revised progress schedules periodically, as determined in the Pre-construction
Conference.
C. Related requirements specified elsewhere:
1. General and Supplementary Conditions, and Conditions of the Contract: Liquidated
Damages.
2. Section 01040, Coordination.
3. Section 01200, Project Meetings.
4. Section 01340, Shop Drawings, Product Data and Samples.
5. Section 01700, Contract Close-Out.
1.02 FORM OF SCHEDULES
A. Type: Schedules will be computer generated, using software specifically designed for this
intent, and shall be capable of automatically adjusting critical path entries.
B. Prepare schedules in a continuous flow, both daily and weekly formats.
1. Provide separate horizontal bar for each trade, supplier or subcontractor.
2. Horizontal Time Scale: Identify the first workday of each week.
3. Scale and Spacing: As required to allow space for notations and future revisions.
4. Minimum Size: 8-1/2" x 11".
C. Format of Listing: Table of Contents of this project manual.
D. Format of Scheduling: Chronological order of the start of each item of work.
E. Identification of Listings: By major specification section numbers as a minimum.
1. Listings shall be complete enough to include each item of work that is sizable
enough to affect either the start of, or completion of, other areas of the work.
1.03 CONTENT OF SCHEDULES
A. Construction Progress Schedule:
1. Show the complete sequence of construction by activity.
2. Show the dates for the beginning and completion of each major element of
construction, based upon the Schedule of Values.
3. Substantial completion, punch list completion, final completion and contract close-
out shall be included.
B. Final Completion Schedule: Contractor shall update the latest progress schedule through
contract close-out.
C. Nothing in these requirements shall be deemed to be a usurpation of the Contractor's
authority and responsibility to plan and schedule the work as he sees fit, subject to all other
requirements of the Contract Documents.
1.04 SUBMISSIONS
A. Submit initial schedule within fifteen (15) days after Award of Contract.
01310 - 2
0237.07
1. Owner/Architect will review schedules and return review copy within ten (10) days
after receipt, if modifications are required.
2. If required, resubmit within seven (7) days after return of review copy.
B. Submit revised progress schedules with each Application for Payment indicating actual work
progress in comparison to scheduled progress. Schedules will be reviewed at normally
scheduled meetings, as set forth in Section 01200.
C. Submit final schedule with contract close-out documentation.
1.05 DISTRIBUTION OF SCHEDULES
A. Distribute copies of the reviewed schedules to:
1. Job site file.
2. Owner's representative.
3. Architect.
4. Other concerned parties.
B. Instruct recipients to report promptly to the Contractor in writing any problems anticipated by
the projections shown in the schedules.
END OF SECTION
01340 - 1
0237.07
SECTION 01340
SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Coordinate and submit shop drawings, product data and samples required by the Contract
Documents.
B. Related requirements specified elsewhere:
1. Conditions of the Contract: Definitions and additional responsibilities of parties.
2. Section 01040, Coordination.
3. Section 01200, Project Meetings.
4. Section 01310, Construction Schedules.
5. Section 01720, Project Record Documents.
6. Division 15, Mechanical, and Division 16, Electrical.
1.02 SHOP DRAWINGS
A. Drawings shall be presented in a clear and thorough manner, with sufficient detail and
completeness to clearly illustrate all conditions of the specific installation.
1. Details shall be identified by reference to sheet and detail, schedule or room
numbers shown on Contract Drawings.
2. Shop drawings shall be returned unreviewed if, in the opinion of the Owner or
owner’s consultants, the drawings lack sufficient completeness or clarity to allow
their review.
B. Sheet size for all shop drawings shall be 8-1/2" x 11", 11" x 17" or 24" x 36".
C. Quantity and Format: Unless otherwise directed by the Owner, provide the following:
1. Shop Drawings: One (1) reproducible and three (3) prints or copies.
D. Cover Sheet: Each copy shall contain the Shop Drawing Identification Form, located at the
end of this Section.
1.03 PRODUCT DATA
A. Preparation:
1. Clearly mark each copy to identify pertinent products or models.
2. Show performance characteristics and capacities.
3. Show dimensions and clearances required.
4. Show wiring or piping diagrams and controls.
B. Manufacturer's standard schematic drawings and diagrams:
1. Modify drawings and diagrams to delete information which is not applicable to the
work.
2. Supplement standard information to provide information specifically applicable to the
work.
C. Quantity and Format: Unless otherwise directed by the Owner, provide the following:
1. Product Data: Minimum five (5) complete sets.
1.04 SAMPLES
A. Office samples shall be of sufficient size and quantity to clearly illustrate:
1. Functional characteristics of the product with integral related parts and attachment
devices.
01340 - 2
0237.07
2. Full range of color, textures and pattern.
B. Contractor shall coordinate and submit all samples requiring finish, texture or color selection
by the Owner so that these materials may be reviewed by the Owner as a complete
package. The Owner reserves the right to withhold finish and color selections until all such
samples have been submitted.
1.05 CONTRACTOR RESPONSIBILITIES
A. Contractor shall prepare and submit to the Owner a log of shop drawing, product data and
sample submittals, indicating schedules for submission and review of individual products or
equipment.
B. Contractor shall coordinate and make submittals promptly, in accordance with the approved
submittal schedule. The Owner shall not be responsible for delays in the work caused by
the Contractor’s failure to make submittals in a timely manner, the completeness and/or
accuracy of such submittals, or failure to allow adequate time for review of submittals by the
Owner or his professional consultants.
C. Contractor shall review shop drawings, product data and samples prior to submission to
Owner. Contractor shall determine and verify:
1. Quantities.
2. Field measurements.
3. Field construction criteria.
4. Catalog numbers and similar data.
5. Conformance with Specifications.
6. Completeness of submittal and compliance with the requirements of this Section.
D. Coordinate each submittal with requirements of the work and of the Contract Documents.
Contractor shall coordinate submittals between related items of work prior to purchasing or
fabricating.
E. Review of shop drawings and submittals by the Owner/Architect is only for general
conformance with design intent of the project and general compliance with the information
given in the Contract Documents. Contractor shall be responsible for meeting all
requirements of the Drawings and/or Specifications, whether noted in the Owner/Architect
review or not.
F. Notify the Owner/Architect in writing at time of submission of any deviations in the
submittals from requirements of the Contract Documents. The Contractor must submit in
writing any requests for modifications to the Drawings and Specifications. Shop drawings
submitted to the Owner/Architect for this review do not constitute "in writing" unless it is
noted that specific changes are being requested. Changes by means of shop drawings
become the sole responsibility of the Contractor.
G. Begin no fabrication or work which requires submittals until return of submittals with
Owner/Architect approval.
1.06 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. Number of submittals required:
1. Shop Drawings: As specified in paragraph 1.02.C.
2. Product Data: As specified in paragraph 1.03.C.
3. Samples: Submit one sample or set of samples of each item requested.
4. The Owner reserves the right to withhold review and approval of submittals until all
required copies have been furnished.
C. Submittals shall contain the following information, to be completed on the attached Shop
Drawing Identification Form:
1. Date of submission and the dates of any previous submissions.
01340 - 3
0237.07
2. Project title and number.
3. Contract identification.
4. Names of:
a. Contractor.
b. Supplier.
c. Manufacturer.
5. Field dimensions clearly identified as such.
6. Relation to adjacent or critical features of the work or materials.
7. Applicable standards such as ASTM or Federal Specification numbers.
8. Identification of any deviations from Contract Documents.
9. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of
products, field measurements and field construction criteria and coordination of the
information within the submittal with requirements of the work and of Contract
Documents.
1.07 OWNER RESPONSIBILITIES
A. Upon receipt, Owner shall distribute submittals to his professional consultants as applicable.
B. Owner and consultants shall review submittals in a timely manner, in accordance with the
requirements of General and Supplementary Conditions.
C. Owner shall return submittals to the Contractor, with stamp indicating approval, rejection,
required revisions, or description of requirements for resubmittal, if applicable.
D. Owner shall retain copy or copies of submittals.
1.08 RESUBMISSION REQUIREMENTS
A. General: Make any corrections or changes in the submittals required by the
Owner/Engineer and resubmit until approved. Resubmittals may be required for the
following reasons:
1. Incomplete or unclear submittals, or submittals which have not first been reviewed
and approved by the Contractor.
2. Lack of required number of copies of product data or shop drawings.
3. Extent of the revisions necessary in the submittal to meet the design intent and to be
properly reviewed.
4. Materials and/or fabrication details that do not meet the design or technical
requirements of the specifications.
5. All color and/or finish selections have not been submitted as a complete package.
B. Shop Drawing and Product Data: Revise initial drawings or data and resubmit as specified
for the initial submittal. Identify any revisions made.
C. Samples: Submit new samples as required for initial submittal.
01340 - 4
0237.07
1.09 DISTRIBUTION OF REQUIREMENTS
A. Contractor shall distribute reproductions of shop drawings and copies of product data which
carry the Owner/Architect stamp of review to:
1. Job site file.
2. Record Documents file.
3. Subcontractors.
4. Supplier or fabricator.
B. Architect shall distribute returned copies of shop drawings and product data to:
1. Owner's representative.
2. Consultants, as applicable.
01340 - 5
0237.07
SHOP DRAWING IDENTIFICATION FORM
DATE:
PROJECT:
ARCHITECT: ALLER•LINGLE ARCHITECTS, P.C.
712 WHALERS WAY, SUITE B-100
FORT COLLINS, CO 80525
(970) 223-1820
CONTRACTOR: NAME:
ADDRESS:
PHONE:
SUBCONTRACTOR: NAME:
CONTACT PERSON:
ADDRESS:
PHONE:
PRODUCT(S):
SPEC. SECTION(S):
*STAMP*
END OF SECTION
01370-1
0237.07
SECTION 01370
SCHEDULE OF VALUES
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Submit to the Owner and Architect a Schedule of Values allocated to the various portions of
the work. Upon request of the Architect, support the values with data which will substantiate
their correctness.
B. Schedule of Values shall be used only as the basis for the Contractor’s Applications for
Payment.
C. Related requirements specified elsewhere:
1. Conditions of the Contract.
2. Section 01026, Application for Payment.
1.02 FORM AND CONTENT OF SCHEDULE OF VALUES
A. Schedule of Values shall be submitted to the Owner/Architect within fifteen (15) days of
Award of Contract.
B. Format: Contractor’s standard forms or computer printouts. Identify schedule with:
1. Title of project and location.
2. Architect and project number.
3. Name and address of Contractor.
4. Name of Owner’s Representative.
5. Contract designation.
6. Date of submission.
C. Schedule shall list the installed value of the component parts of the work in sufficient detail
to serve as a basis for computing values for progress payments during construction.
1. List separately the costs associated with the materials and labor for each component
part of the work.
D. Basis: At a minimum, the Construction Specifications Institute 16 standard divisions of work
shall be used as the format for listing component items. Contractor may include additional
listings at their option.
1. Identify each line item with the number and title of the respective major section of
the Specifications.
2. Mechanical and Electrical: Provide separate line items for rough-in and finish work
for all plumbing, mechanical and electrical work.
E. For each major line item, list sub-values of major products or operations under the item.
F. Contractor’s overhead and profit shall be listed as a separate line item.
G. The sum of all values listed in the schedule shall equal the total Contract Sum.
END OF SECTION
01400 - 1
0237.07
SECTION 01400
QUALITY CONTROL
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. General quality control of the materials, equipment and labor for the project.
B. Manufacturer's field services, support, and testing requirements.
C. Related requirements specified elsewhere:
1. Section 01600, Materials and Equipment: Quality of materials and equipment to be
installed in the work.
2. Division 15, Mechanical, and Division 16, Electrical.
1.02 QUALITY ASSURANCE
A. Contractor Qualifications: General Contractor shall have completed at least three (3)
projects of similar size and complexity within the past two (2) years.
B. Manufacturers: Where two or more units of the same class of equipment are required,
these shall be the products of a single manufacturer. However, the component parts of the
system need not be the products of the same manufacturer, unless otherwise specified.
C. Design Criteria:
1. Design equipment for operations at an elevation of 4,900 feet above mean sea level,
unless otherwise indicated in Division 15 and/or 16.
2. Coordinate details of the equipment with other related parts of the work, including
verification that all structures, piping, wiring and equipment components are
compatible.
3. Design equipment to operate under all conditions of load without objectionable
sound or vibration. Sounds or vibrations noticeable outside of room in which
equipment is installed, or annoying sounds or vibrations noticeable inside room, will
be considered objectionable. Correct conditions considered objectionable to
Architect/Engineer by means of approved vibration eliminators or by replacing
equipment at Owner’s option.
4. Nameplates: Provide a permanent operational data nameplate on each item of
power-operated equipment indicating the manufacturer, product name, model
number, serial number, speed, capacity, power characteristics, labels of tested
compliances and similar essential operating data. Locate nameplates in easily read
locations.
D. Design underground piping systems, joints, couplings, valves, vaults and other
appurtenances to function under all conditions of load to be encountered on the site,
including but not limited to:
1. Soils conditions, including expansion and contraction.
2. Water table conditions.
01400 - 2
0237.07
1.03 QUALITY CONTROL AND WORKMANSHIP
A. Maintain quality control over suppliers, manufacturers, products, services, site conditions
and workmanship to produce work of specified quality.
B. Comply with industry standards, except when more restrictive tolerances or specified
requirements indicate more rigid standards or more precise workmanship.
C. Perform work by persons qualified to produce workmanship of specified quality.
D. Secure products in place with positive anchorage devices designed for the appropriate
loads and sized to withstand stresses, vibration and racking.
1.04 MANUFACTURER'S INSTRUCTIONS
A. When required by individual Specifications section, submit manufacturer's printed
instructions in the quantity specified for delivery, storage, assembly, installation, startup,
adjusting and finishing.
B. Comply with manufacturer's instructions in full detail. Include each step in sequence.
Should instructions conflict with Contract Documents, request clarification from
Owner/Engineer before proceeding.
C. When required by individual Specification section, submit manufacturer's written
maintenance instructions for the Owner's use after occupancy.
1.05 MANUFACTURER'S CERTIFICATES
A. When required by individual Specifications section, submit manufacturer's certificate, in
duplicate, that products meet or exceed specified requirements.
1.06 MANUFACTURERS' FIELD SERVICES
A. When specified in respective Specifications section, require supplier and manufacturer to
provide qualified personnel to observe field conditions, installation and workmanship,
startup, testing and balancing of equipment as applicable and to make appropriate
recommendations.
B. Representative shall submit written report to Owner listing observations and
recommendations.
END OF SECTION
01410 - 1
0237.07
SECTION 01410
TESTING
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Materials testing by an independent, approved testing laboratory including, but not limited
to:
1. Concrete testing.
2. Compaction testing.
1.04 ACCESS TO SITE AND NOTIFICATION REQUIREMENTS
A. Testing laboratory will be allowed access to the site as required in the performance of their
work. Contractor shall provide testing laboratory at least 48 hours notice prior to time
testing is required prior to the next phase of work.
B. Preservation: If historical or archaeological resources are encountered during excavation or
construction of this project, the Contractor shall stop work and notify the Owner and the
Office of Archaeology and Historic Preservation, Colorado Historical Society. Work shall not
proceed until authorized in writing by the Owner.
1.05 TESTING REQUIREMENTS
A. Concrete:
1. Inspection and testing of concrete mix will be performed by an independent testing
agent contracted separately by the Owner. Contractor will coordinate all inspection
and tests required in this specification directly with Owner’s independent testing
agent.
2. Submit proposed concrete mix design to inspection and testing firm for review prior
to commencement of work.
3. Test cylinders shall be taken and materials tested in accordance with requirements
of Section 03300.
4. If tests indicate that materials do not meet specified requirements, remove defective
work, replace and retest at no additional cost to Owner.
B. Compaction at Foundations, Building Slabs and Utility Trenches:
1. Testing of compacted fill materials shall be performed by an independent testing
agent recommended by the Contractor and approved by the Owner.
2. Notify the Owner/Architect at completion of each phase of excavation prior to
placement of backfill of all foundations and utility trenches.
3. When work of this Section or portions of work are completed, notify the testing
laboratory to perform density test. Do not proceed with additional portions of work
until results have been verified.
4. If tests indicate that compacted materials do not meet specified requirements,
remove defective work, replace and retest at no additional cost to Owner.
01410 - 2
0237.07
1.06 TESTING FEES
A. Fees for required materials testing will be paid for by the Owner as provided in the General
and Supplementary Conditions.
B. Fees for additional testing required due to improper performance of the work will be paid by
the Contractor.
1.07 TESTING RESULTS
A. Testing laboratory shall furnish copies of the required test results to the following:
1. Owner's representative.
2. Structural Engineer for open-hole inspection, concrete and steel testing.
3. Contractor.
END OF SECTION
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SECTION 01510
TEMPORARY UTILITIES
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Furnish, install and maintain temporary utility services required for construction. Remove
upon completion of work.
B. Furnish, install and maintain temporary sanitary facilities for use by construction personnel.
Remove upon completion of work.
C. Related requirements specified elsewhere:
1. Section 01060, Regulatory Requirements.
2. Section 01530, Barriers and Enclosures.
3. Section 01560, Temporary Controls.
4. Section 01590, Field Offices and Sheds.
5. Section 01710, Cleaning: Trash removal during construction.
1.02 REQUIREMENTS OF REGULATORY AGENCIES
A. Comply with the current editions of all applicable building codes. Refer to Section 01060.
B. Comply with applicable federal, state and local codes and regulations.
C. Comply with applicable utility company requirements.
1.03 UTILITY FEES
A. Utility charges and expenses for temporary construction usage for the following shall be
paid by the Owner, unless indicated otherwise:
1. Temporary electricity.
2. Temporary construction water until installation and acceptance of the building’s
permanent plumbing systems.
3. Temporary heat and ventilation upon start-up of the building's permanent
mechanical systems, when put into service during the construction period as
specified in paragraph 2.03.C.
B. Utility charges and expenses for temporary construction usage for the following shall be
paid by the Contractor, unless indicated otherwise:
1. Installation or connection charge for temporary electricity, water, natural gas,
propane or telephone service.
2. Temporary sanitary facilities.
3. Temporary local and long-distance telephone, including cellular.
4. Temporary heat and ventilation until start-up or use of the building's permanent
mechanical systems, including the cost of fuel used during construction.
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PART 2 PRODUCTS
2.01 MATERIALS
A. General: Materials for temporary construction uses may be new or used but must be
adequate in capacity for the required usage, must not create unsafe conditions and must
not violate requirements of applicable codes and standards.
2.02 TEMPORARY ELECTRICITY AND LIGHTING
A. Contractor may utilize existing 120/240V power service in the existing facility if capacity is
such that the use of this resource is adequate to prevent utility outage of the existing
building.
B. Install circuit and branch wiring with area distribution boxes located so that power and
lighting is available throughout the construction area by the use of construction-type power
cords.
C. Provide adequate artificial lighting for all areas of work when natural light is not adequate for
work and for areas accessible to the public.
D. Security Lighting: Provide temporary security lighting for temporary, secure materials
storage area, as may be required by the Owner’s or Contractor’s Builder’s Risk insurance.
2.03 TEMPORARY HEAT AND VENTILATION
A. Contractor shall provide and maintain, at his own expense, all temporary heating, including
all fuel and required attendance necessary to protect and dry all work during cold weather.
B. Provide adequate forced ventilation of enclosed areas for curing of installed materials, to
disperse humidity and to prevent hazardous accumulations of dust, fumes, vapors or gases.
1. Portable heaters shall be standard approved units complete with controls. Do not
store materials near sources of intense heat or open flame.
C. Permanent building heating system may be used upon installation, testing and acceptance
by the jurisdiction having authority over this area of the work, as allowed in Division 15,
Mechanical.
1. The project shall be substantially enclosed and secured with the building's
permanent glazing systems and either construction or permanent hardware.
2.04 TEMPORARY TELEPHONE SERVICE
A. Contractor shall maintain a job site telephone. (Wireless is acceptable). Contractor shall
pay all costs for installation, maintenance, removal and service charges for local calls. Toll
charges shall be paid by the party who places the call.
B. Telephones within the existing facility shall not be used by construction personnel during the
construction period.
2.05 TEMPORARY WATER
A. Contractor may utilize existing water service in the existing facility.
1. If necessary, Contractor shall tap existing fire hydrant for construction water.
Contractor shall be responsible for acquiring any necessary permit and installing
temporary meter as required by the City of Fort Collins.
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2.06 TEMPORARY SANITARY FACILITIES
A. Contractor shall provide sanitary facilities for use by construction personnel in compliance
with current laws and regulations.
1. Service, clean and maintain facilities and enclosures in accordance with local
governing health agencies.
B. Toilet facilities within the existing facility shall not be used by construction personnel during
the construction period.
PART 3 EXECUTION
3.01 INSTALLATION AND OPERATION
A. General: Install and maintain temporary utility services in accordance with requirements of
applicable federal, state and local codes and regulations, and applicable utility company
requirements.
B. Maintain and operate systems to assure continuous service.
C. Modify and extend systems as work progress requires.
3.02 REMOVAL
A. Completely remove temporary materials and equipment when use is no longer required, or
upon completion of the work.
B. Clean and repair damage caused by temporary installations or use of temporary facilities.
C. Restore permanent facilities used for temporary construction services to original or specified
condition.
1. Prior to final inspection, remove temporary lamps and install new lamps in all lighting
fixtures used during the construction period.
2. Prior to final inspection, clean permanent filters and replace disposable filters in all
mechanical equipment used during the construction period. Clean ducts, blowers
and coils if units were operated during the construction period without filters.
END OF SECTION
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SECTION 01530
BARRIERS AND ENCLOSURES
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Furnish, install, and maintain temporary construction barriers and enclosures.
B. Furnish, erect, and maintain temporary site security fencing and gates.
C. Furnish, erect and maintain temporary safety barricade fencing.
D. Related work specified elsewhere:
1. Section 01030, Alternates.
2. Section 01046, Access to Site.
3. Section 01060, Regulatory Requirements.
4. Section 01510, Temporary Utilities.
5. Section 01520, Construction Equipment and Aids.
6. Section 01560, Temporary Controls: Dust partitions.
7. Section 01590, Field Offices and Sheds.
PART 2 PRODUCTS
2.01 TEMPORARY CONSTRUCTION BARRIERS AND ENCLOSURES
A. General: Provide and maintain for the duration of construction all scaffolds, tarpaulins,
canopies, warning signs, steps, platforms, bridges, and other temporary construction
necessary for proper completion of the work, in compliance with applicable safety and other
regulations.
B. Safety Barricade Fencing: Refer to paragraph 2.08 below.
2.02 TEMPORARY SITE FENCING
A. Prior to commencing work, Contractor shall, at his option, erect and maintain construction
fencing to enclose an area for ground level construction activity, storage and waste removal,
as approved by the Owner.
1. Fencing Materials: Panelized, chain-link fencing with crossed X-type post supports,
minimum 6'-0" high.
2. Refer to the approved staging plan for approximate limits of site area to be fenced
for construction activities and storage.
B. Provide vehicular and pedestrian access gates, with locks, as appropriate for construction
access.
1. Furnish Owner's principal representative with keys to the lock of the primary access
gate.
C. Do not attach temporary fencing to any existing permanent construction, including buildings,
trees, retaining walls, walks or pavements.
D. Promptly remove temporary fencing materials upon completion of sitework, rough grading
and asphalt paving and restore area to original condition. Contractor shall repair or replace
any existing materials or equipment damaged as a part of this work at no cost to the Owner.
1. Fencing shall remain in place until building is secured.
2. Fencing shall be removed prior to finish grading, installation of underground
sprinkler system and landscaping.
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2.03 MISCELLANEOUS TEMPORARY WALL AND ROOF CLOSURES
A. Provide temporary weathertight enclosure of exterior roof and walls for successive areas of
the building as work progresses to provide acceptable working conditions, provide weather
protection for materials, allowing for effective temporary heating and to prevent entry of
unauthorized persons.
1. Provide temporary secure and fixed panels for double hung window openings.
2. Enclosures shall be removable as necessary for work and for handling of materials.
3. Provide enclosures for protection of areas designated for use by Owner during
construction. Refer to Section 01046, Access to Site.
2.04 SAFETY BARRICADE FENCING
A. Prior to commencing any sitework within any street, alley, public sidewalk or other right-of-
way, Contractor shall prepare and submit a traffic lane closure plan to the City of Fort
Collins for approval.
1. Plan shall clearly indicate how both vehicular and pedestrian traffic shall be safely
accommodated and maintained during construction.
B. Prior to commencing such work, Contractor shall erect and maintain protective safety
barricade fencing around the areas of work, as required by the approved plan.
1. Approved Materials: Expanded plastic fencing.
2. Color: Orange, or as approved by the governing agency with jurisdiction over this
work. Refer to Section 01060.
C. Provide adequate room within fenced enclosures for workers and construction activities.
D. Maintain all required clearances for vehicular and/or pedestrian circulation within public
right-of-ways that will be allowed during the construction period. Refer to Section 01046.
E. Consult with the City of Fort Collins for any additional barricading or public safety
requirements.
F. Promptly remove temporary safety fencing upon completion of work and restore site area to
original condition. Contractor shall repair or replace any existing materials or finishes
damaged as a part of this work at no cost to the Owner.
END OF SECTION
01560 - 1
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SECTION 01560
TEMPORARY CONTROLS
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Furnish, install and maintain temporary facilities required for dust, erosion and pollution
control.
B. Implement and maintain temporary controls required for noise and construction work hours
limitations.
C. Related requirements specified elsewhere:
1. Section 01010, Summary of Work: Special site restrictions.
2. Section 01040, Coordination.
3. Section 01046, Access to Site.
4. Section 01510, Temporary Utilities.
5. Section 01530, Barriers and Enclosures: Cold-weather construction enclosures.
PART 2 PRODUCTS
2.01 MATERIALS
A. General: Materials for temporary controls may be new or used, but must be adequate in
capacity for the required usage, must not create unsafe conditions and must not violate
requirements of applicable codes and standards.
2.02 DUST CONTROL
A. Furnish and maintain such facilities or procedures as may be necessary to prevent air-borne
dust generated by the construction activities of this project from affecting either the Owner's
use of this site or neighboring properties. Implementation of such requirements will be at
the sole discretion of the Owner or the City of Fort Collins.
B. Furnish materials, erect and maintain temporary dust partitions to seal portions of the
building and equipment to remain in use during the construction period from affected areas
of the project.
1. Partition Sheeting: Translucent or clear polyethylene sheets, 6-mil thickness
minimum.
C. Partitions shall be attached to the existing building so as not to damage or mar materials or
finishes.
D. Promptly remove temporary partitions upon completion of the work and restore materials
and finishes to original condition. Contractor shall repair or replace any existing materials or
finishes damaged as a part of this work at no cost to the Owner.
2.03 POLLUTION CONTROL
A. Contractor shall take all necessary precautions to prevent spilling or littering of water-
polluting substances. Do not allow any foreign materials to be dumped into any portion of
the sewer or storm drainage collection system or into any water runoff collection basin. The
Contractor shall be responsible for all labor, equipment and materials necessary to remedy
any such pollution as deemed appropriate by governing agencies with such jurisdiction.
B. No burning of debris or any other air-polluting methods or equipment will be allowed. All
01560 - 2
0237.07
motorized equipment shall be adjusted to minimize exhaust pollution.
C. Contractor shall prevent fumes from roofing materials and equipment from being drawn into
the existing facility's air intake system. Equipment shutdowns shall be scheduled as
specified in Section 01040.
PART 3 EXECUTION
3.01 GENERAL
A. Construction Work Hours: Construction activity will be limited to 7:00 a.m. to 6:00 p.m.
Monday through Saturday during the construction period, except as limited in paragraphs
3.01.B. and 3.02. Sunday or holiday construction will not be allowed without express written
permission of the Owner.
B. Specific activities that may limit the Contractor's working hours, if applicable, shall be
determined at the Pre-Construction Conference.
3.02 NOISE CONTROL
A. Construction activities that generate noise in excess of 85 db shall be limited to hours as
established at the Pre-Construction Conference.
1. Prohibited after 6:00 p.m. every weekday, unless approval is obtained by Owner.
2. Prohibited on Saturdays, Sundays and holidays, unless approval is obtained by
Owner.
END OF SECTION
01580 - 1
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SECTION 01580
PROJECT SIGN
PART 1 GENERAL
1.01 WORK INCLUDED
A. Contractor shall prepare, erect and maintain one painted project sign.
B. Restoration and Preservation Projects: A sign acknowledging funding from the Colorado
Department of Transportation and the City of Fort Collins to be erected and maintained by
the Contractor.
C. No other signs or advertisement will be allowed without the Owner's approval.
D. Related work specified elsewhere:
1. Section 09900, Painting.
PART 2 PRODUCTS
2.01 MATERIALS
A. General: The project sign shall be constructed as detailed on the Drawings or attached
hereto.
B. Sign Material: 3/4" thick plywood, A/C, exterior APA, conforming to PS1 standards.
1. Size: Sign shall be cut from nominal 4'-0" x 8'-0" plywood sheet, as detailed on the
attached drawing.
C. Posts: 4"x4" Hem-Fir or Douglas Fir, S4S, conforming to PS 20 standards.
PART 3 EXECUTION
3.01 GENERAL
A. Architect shall review signage copy for correctness and completeness prior to beginning
work.
1. Special graphics or logo requirements will be furnished to the sign fabricator by the
Owner and/or Architect.
B. Project sign shall be erected within two (2) weeks of Notice to Proceed and shall remain on
the project site until completion of the project.
C. Location of the sign shall be as arranged at the Pre-Construction Conference.
D. The project sign shall remain the property of the Contractor and shall be promptly removed
upon completion of the project.
E. Colorado Department of Transportation sign shall be removed and returned upon
completion of the project.
3.02 INSTALLATION
A. Embed sign posts minimum 3'-0".
END OF SECTION
01580 - 1
0237.07
SECTION 01580
PROJECT SIGN
PART 1 GENERAL
1.01 WORK INCLUDED
A. Contractor shall prepare, erect and maintain one painted project sign.
B. Restoration and Preservation Projects: A sign acknowledging funding from the Colorado
Department of Transportation and the City of Fort Collins to be erected and maintained by
the Contractor.
C. No other signs or advertisement will be allowed without the Owner's approval.
D. Related work specified elsewhere:
1. Section 09900, Painting.
PART 2 PRODUCTS
2.01 MATERIALS
A. General: The project sign shall be constructed as detailed on the Drawings or attached
hereto.
B. Sign Material: 3/4" thick plywood, A/C, exterior APA, conforming to PS1 standards.
1. Size: Sign shall be cut from nominal 4'-0" x 8'-0" plywood sheet, as detailed on the
attached drawing.
C. Posts: 4"x4" Hem-Fir or Douglas Fir, S4S, conforming to PS 20 standards.
PART 3 EXECUTION
3.01 GENERAL
A. Architect shall review signage copy for correctness and completeness prior to beginning
work.
1. Special graphics or logo requirements will be furnished to the sign fabricator by the
Owner and/or Architect.
B. Project sign shall be erected within two (2) weeks of Notice to Proceed and shall remain on
the project site until completion of the project.
C. Location of the sign shall be as arranged at the Pre-Construction Conference.
D. The project sign shall remain the property of the Contractor and shall be promptly removed
upon completion of the project.
E. Colorado Department of Transportation sign shall be removed and returned upon
completion of the project.
3.02 INSTALLATION
A. Embed sign posts minimum 3'-0".
END OF SECTION
01600 - 1
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SECTION 01600
MATERIAL AND EQUIPMENT
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Material and equipment incorporated into the work:
1. Conform to applicable specifications and standards.
2. Comply with size, make, type and quality specified, or as specifically approved in
writing by the Owner/Architect.
3. Manufactured and Fabricated Products:
a. Design, fabricate and assemble in accordance with the best engineering and shop
practices.
b. Manufacture like parts of duplicate units to standard sizes and gages to be
interchangeable.
c. Two (2) or more items of the same kind shall be identical by the same manufacturer.
d. Products shall be suitable for service conditions.
e. Equipment capacities, sizes and dimensions shown or specified shall be adhered
to, unless variations are specifically approved in writing.
4. Do not use material or equipment for any purpose other than that for which it is
designed or specified.
B. Provide specified maintenance materials, equipment and tools to the Owner at the
completion of the project.
C. Provide equipment or systems start-up, commissioning and operational testing, as specified
in individual Sections.
D. Related requirements specified elsewhere:
1. Conditions of the Contract.
2. Section 01010, Summary of the Work.
3. Section 01040, Coordination.
4. Section 01340, Shop Drawings, Product Data and Samples.
5. Section 01400, Quality Control.
6. Section 01710, Cleaning.
7. Section 01730, Operating and Maintenance Data.
1.02 MANUFACTURER'S INSTRUCTIONS
A. When Contract Documents require that installation of work shall comply with manufacturer's
printed instructions, contractor shall obtain and distribute copies of such instructions to
parties involved in the installation, including two (2) copies to the Owner.
1. Maintain one (1) set of complete instructions at the job site during installation and
until completion.
B. Handle, install, connect, clean, condition and adjust products in strict accordance with such
instructions and in conformity with specified requirements.
1. Should job conditions or specified requirements conflict with manufacturer's
instructions, consult with Owner for further instructions. Do not proceed with work
without clear instructions.
C. Perform work in accordance with manufacturer's instructions. Do not omit any preparatory
step or installation procedure, unless specifically modified or exempted by Contract
Documents.
1.03 TRANSPORTATION AND HANDLING
01600 - 2
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A. Arrange deliveries of products in accordance with construction schedules, coordinate to
avoid conflict with work and conditions at the site.
1. Deliver products in undamaged condition in manufacturer's original containers or
packaging with identifying labels intact and legible.
2. Immediately upon delivery, inspect shipments to assure that materials and
equipment are in compliance with approved submittals, required quantities have
been provided and that products are properly protected and undamaged.
B. Provide equipment and personnel to handle products by methods to prevent soiling or
damage to products or packaging.
1.04 STORAGE AND PROTECTION
A. Preparation for Shipment:
1. Prepare in a manner to facilitate unloading and handling.
2. Provide skids, boxes, crates or other effective shipping devices to protect materials,
fixtures or equipment against damage from rough handling, moisture, dust,
excessive heat or cold.
3. Protect painted surfaces against impact, abrasion, discoloration and other damage.
4. Apply grease packing or lubricating oil to all bearing and similar items.
5. Tag or mark each item as identified in the delivery schedule or on the shop
drawings. Package or bundle items consisting of multiple similar pieces. Tag or
mark the package or bundle.
6. Include complete packing lists or bills of material with each shipment.
7. Do not ship equipment requiring cranes or special equipment for unloading or
handling without notice or until Contractor is prepared to receive and care for it
properly.
8. Protect electrical equipment, controls and insulation from moisture or water damage.
B. Store products in accordance with manufacturer's instructions, with seals and labels intact
and legible.
1. Store products subject to damage by the elements in weathertight enclosures.
2. Maintain temperature and humidity within the ranges required by manufacturer's
instructions.
C. Exterior Storage:
1. Store fabricated products above the ground on blocking or skids. Prevent soiling or
staining. Cover products which are subject to deterioration with impervious sheet
coverings. Provide adequate ventilation to avoid condensation.
2. Store wood and wood products above the ground on blocking or skids, and cover to
protect from weather exposure.
D. Arrange storage in a manner to provide easy access for inspection. Make periodic
inspections of stored products to assure that products are maintained under specified
conditions and free from damage or deterioration.
01600 - 3
0237.07
E. Protection after Installation:
1. Protect materials, fixtures and equipment with original protective wrappings until
Substantial Completion of the project, as specified in individual Sections, to include
but not be limited to:
a. Factory-finished wood doors.
b. Custom cabinetry and casework.
c. Toilet and bath fixtures and faucets.
d. Finish hardware items.
2. Provide substantial coverings as necessary to protect installed products from
damage from traffic and subsequent construction operations. Remove when no
longer needed.
1.05 SUBSTITUTIONS AND PRODUCT OPTIONS
A. Products List:
1. Within thirty (30) days after Award of Contract, submit to Owner a complete list of
major products proposed to be used with the name of the manufacturer and the
installing Subcontractor.
B. Contractor's Options:
1. For products specified only by reference standard, select any product meeting that
standard.
2. For products specified by naming several products or manufacturers, select any one
of the products or manufacturers named which complies with the specifications.
3. For products specified by naming one or more products or manufacturers and "or
equal", Contractor shall submit a request for substitutions of any product or
manufacturer not specifically named.
4. Manufacturer's material or equipment listed in Schedules, Specifications or on the
Drawings are types to be provided for establishment of size, capacity, grade and
quality. If other acceptable manufacturers are used, cost of any change in construc-
tion required by their use shall be borne by the Contractor.
C. Contractor shall use any approved equal material or equipment at no additional cost to the
Owner if the material or equipment used in his Bid is unavailable or causes undue delay in
fabrication or delivery.
PART 2 PRODUCTS
2.01 MATERIALS
A. General: Use materials of commercial quality suitable for the anticipated service conditions.
B. All materials and equipment to be installed in the permanent construction shall be new,
unless otherwise permitted.
C. Unless required otherwise, use components of standard sizes to assure future availability
and permit field installation of repair parts. Make like parts of duplicate units
interchangeable.
D. If requested by Owner, Contractor to provide a Certificate of Material for building materials
that apply to this Project.
01600 - 4
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2.02 FABRICATION AND MANUFACTURE
A. Workmanship and Materials: Design, fabricate and assemble equipment in accordance with
the best engineering and shop practice.
B. Lubrication:
1. Include lubrication systems which do not waste lubricants, require attention during
startup or shutdown or more frequently than weekly during normal operation.
2. Furnish sufficient lubricants of the type recommended by the equipment
manufacturer to fill lubricant reservoirs and replace consumption during startup,
testing and operation prior to the Owner's acceptance of the equipment.
C. Drive Units: Refer to Division 15, Mechanical, and/or Division 16, Electrical.
D. Anchor Bolts: (or as specified on drawings by Architect/Engineer)
1. Furnish with each piece of equipment required to be anchored.
2. Minimum Diameter: 3/4", or as indicated on the Drawings.
3. Minimum Length: Provide for required embedment in structural concrete and extend
through concrete base, 1-1/2" of grout, base plate and nuts. Concrete base will be
4" thick, unless otherwise indicated.
4. Include two (2) nuts with each bolt.
5. Deliver anchor bolts with templates or setting drawings in time for installation when
structural concrete is placed.
E. Equipment Bases: (or as specified on drawings by A/E)
1. Include a cast iron or welded base plate with each pump, compressor and similar
equipment installed on concrete base, if applicable.
2. Design to support both the driven unit and its drive assembly on a single base plate.
3. Support all equipment to be set on floor with 4" minimum concrete base.
4. Include grout holes and provisions for anchor bolts.
5. Include raised lip all around and a threaded drain connection with base plates for
pumps.
F. Special Tools and Accessories:
1. Furnish all special tools, instruments and accessories required for proper mainte-
nance.
2. Furnish such special devices as are required for proper lifting and handling.
G. Shop Painting: Refer to Section 09900, Painting.
1. Protect iron and steel surfaces with paint or other protective coating applied in the
shop.
2. Use coating good for anticipated useful life of equipment on surfaces inaccessible
after assembly.
3. Finish exposed surfaces smooth, clean and filled to obtain uniform base for paint.
4. Apply one (1) or more shop coats of a primer capable of protecting surfaces to
receive finish paint coats after installation.
5. Apply finish coats in the shop with a high-grade oil-resistant enamel on electric
motors, speed reducers, starters and other self-contained or enclosed components.
6. Do not paint machined, polished or non-ferrous surfaces. Coat such surfaces with
rust-preventive compound, Houghton Rust Veto 334, Rust-Oleum R-9 or equal.
PART 3 EXECUTION
3.01 INSTALLATION
A. Install equipment with or under the guidance of qualified personnel having the knowledge
and experience necessary for proper results.
B. Arrange work to facilitate maintenance, repair or replacement of equipment. Locate
services requiring maintenance on valves and similar units in front of services requiring less
01600 - 5
0237.07
maintenance. Connect equipment for ease of disconnecting, with minimum of interference
with other work.
C. Locate operating and control equipment, dampers, valves, traps, clean-outs, motors,
controllers, switchgears, drain points, maintenance items and devices for easy access.
Install access panels where units are concealed by finished and similar work.
D. Provide required clearances in front of, and around, equipment as necessary for access and
ventilation. Comply with all applicable codes and regulations.
3.02 PLACING EQUIPMENT IN OPERATION
A. Before starting up each system:
1. Check each piece of equipment for proper drive rotation, belt tension and any other
condition which may cause damage to equipment or endanger personnel.
2. Clean, blow-out or flush lubricating oil, water systems and other pipelines.
3. Lubricate equipment in accordance with manufacturer's recommendations.
4. Test lubrication system safety interlocks and system performance.
5. Perform final alignment checks under observation of the Owner's principal
representative and, where required, manufacturer's field representative.
6. Demonstrate that no abnormal stresses are transmitted to equipment from piping,
ducts or other attachments.
7. Check anchor bolt tensions, grout and shims. Use calibrated torque wrenches for
tightening anchor bolts. Do not overstress bolts.
B. Place equipment into successful operation in accordance with the written instructions of the
manufacturer or the instruction of the manufacturer's field representative, including required
adjustment, tests and operation checks.
3.03 PERFORMANCE TESTS
A. Tests may be required, whether or not specifically called for, to determine if equipment will
perform as specified or guaranteed. Final acceptance of equipment, or Substantial
Completion of that part of the work, is contingent upon acceptable test results.
B. Do not conduct tests on equipment for which manufacturer's field service is specified,
unless manufacturer's field representative is present and declares the equipment ready for
test.
C. Conduct tests as set forth in the Specifications, unless another manner is approved.
D. Equipment or systems that fail to satisfy the performance requirements shall be modified or
replaced at Owner/Engineer's option. If modifications are allowed, make modifications
necessary to produce an installation which will satisfy the performance requirements.
Retest after modifications or equipment replacement is complete. Modifications, additional
equipment, retesting and structural, piping or electrical modifications necessary to
accommodate modified equipment or replacement equipment shall be made at no additional
cost.
END OF SECTION
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SECTION 01700
CONTRACT CLOSE-OUT
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Comply with requirements stated in Conditions of the Contract and in Specifications for
administrative procedures in closing out the work.
B. Related requirements specified elsewhere:
1. Conditions of the Contract: Fiscal provisions, legal submittals and additional
administrative requirements.
2. Section 01026, Applications for Payment: Requirements for final payment.
3. Section 01050, Field Engineering: Surveying certificate and final completion survey.
4. Section 01310, Construction Schedules.
5. Section 01600, Material and Equipment: Maintenance materials.
6. Section 01710, Cleaning.
7. Section 01720, Project Record Documents.
8. Section 01730, Operating and Maintenance Data.
9. Section 01740, Warranties and Bonds.
10. Respective Sections of Specifications: Testing requirements and closeout submit-
tals required of specific trades or subcontractors.
1.02 SUBSTANTIAL COMPLETION
A. Definition of Substantial Completion: Refer to General and Supplementary Conditions of the
Contract.
B. When Contractor considers that the work is substantially complete, he shall submit to the
Owner:
1. Written notice that the work or designated portion thereof is substantially complete.
2. “Punch list” of items to be completed or corrected, as determined by the Contractor
prior to inspection by the Owner.
3. Temporary Certificate of Occupancy, or other evidence of acceptance by the
building official or other authority with jurisdiction over the project.
C. Within a reasonable time after receipt of such notice, Owner will make an inspection to
determine the status of completion.
D. Should Owner and/or Architect determine that the work is not substantially complete:
1. Owner/Architec will promptly notify the Contractor in writing, giving the reasons
therefor.
2. Contractor shall remedy the deficiencies in the work and send a second written
notice of substantial completion to the Owner.
3. Owner or Architect will re-inspect the work, as appropriate.
E. When Owner concurs that the work is substantially complete, he will:
1. Prepare a Certificate of Substantial Completion on Owner-provided form, accompa-
nied by Contractor's list of items to be completed or corrected as verified and
amended by the Owner.
01700 - 2
0237.07
2. Submit the Certificate to the Owner and Contractor for their written acceptance of
the responsibilities assigned to them in the Certificate.
1.03 FINAL INSPECTION
A. When Contractor considers the work is complete, he shall submit written certification that:
1. Contract Documents have been reviewed, and that the work has been inspected for
compliance with Contract Documents.
2. Work has been completed in accordance with Contract Documents.
3. Corrective or incomplete work has been completed from “punch lists” provided at
Substantial Completion.
4. Equipment and systems have been tested in the presence of the Owner's
representative and are operational.
5. Final cleaning has been completed and project is ready for final inspection.
6. Final Certificate of Occupancy has been issued.
B. Owner will make an inspection to verify the status of completion with reasonable
promptness after receipt of such certification.
C. Should Owner consider that the work is incomplete or defective:
1. Owner or Architect will promptly notify the Contractor in writing, listing the
incomplete or defective work.
2. Contractor shall take immediate steps to remedy the stated deficiencies and send a
second written certification to Owner that the work is complete.
3. Owner or Architect will re-inspect the work, as appropriate.
D. When the Owner finds that the work is acceptable under the Contract Documents, he shall
request the Contractor to prepare and deliver closeout submittals.
E. Should Architect perform reinspection due to failure of the work to comply with the claims of
status of either Substantial or Final Completion made by the Contractor:
1. Owner will compensate Architect for such additional services by change order to the
A/E Agreement.
2. Owner will deduct the amount of such compensation from the final payment due the
Contractor.
1.04 SYSTEMS TESTING
A. Contractor shall conduct tests for operational systems and equipment as specified herein or
as required by individual Sections, prior to Final Inspection. Testing of systems or
equipment shall include but not be limited to:
1. Drainage and weathertightness of roofing systems.
2. Domestic water service, natural gas or other pressurized utilities.
1.05 CONTRACTOR'S CLOSE-OUT SUBMITTALS
A. Evidence of compliance with requirements of governing authorities:
1. Certificate of Occupancy.
2. Certificates of Inspection, including plumbing, mechanical and electrical systems.
B. Final Completion Schedule: Refer to Section 01310.
C. Project Record Documents: Refer to Section 01720.
D. Operating and Maintenance Data, Instructions to Owner's Personnel: Refer to Section
01730.
E. Warranties and Bonds: Refer to Section 01740.
F. Evidence of Payment and Release of Liens: General and Supplementary Conditions.
G. Test Results: Written approval from the testing agency for systems or equipment requiring
final testing, as specified above.
H. Certifications: Written certifications of material or equipment compliance, as required by
01700 - 3
0237.07
Colorado Department of Transportation.
1.06 FINAL ADJUSTMENT OF ACCOUNTS
A. Submit a final statement of accounting to the Owner. Statement shall reflect all adjustments
to the Contract Sum:
1. The original Contract Sum, including accepted Bid Alternates.
2. Additions and deductions resulting from:
a. Previous Change Orders.
b. Allowances.
c. Unit prices.
d. Deductions for uncorrected work.
e. Penalties and bonuses.
f. Deductions for liquidated damages.
g. Deductions for reinspection payments.
h. Other adjustments.
3. Total Contract Sum, as adjusted.
4. Previous payments.
5. Sum remaining due, including retainage.
B. Contractor will prepare a final Change Order reflecting approved adjustments to the
Contract Sum which were not previously made by Change Orders.
1.07 FINAL APPLICATION FOR PAYMENT
A. Contractor shall submit the final Application for Payment in accordance with procedures and
requirements stated in the Conditions of the Contract and Section 01026, Applications for
Payment.
END OF SECTION
01710 - 1
0237.07
SECTION 01710
CLEANING
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Execute cleaning during progress of the work and at completion of the work.
B. Furnish, maintain and service trash removal dumpsters and/or roll-offs.
C. Furnish, maintain and service recycling containers for construction materials, packaging and
waste products.
D. Related requirements specified elsewhere:
1. Conditions of the Contract.
2. Respective Sections of Specifications: Cleaning for specific products or work.
1.02 DISPOSAL REQUIREMENTS
A. Conduct cleaning and disposal operations to comply with applicable codes, ordinances,
regulations and anti-pollution laws.
B. Disposal of waste materials, debris and rubbish shall be at a commercially-operated
recycling center, legal dumpsite or landfill.
1. Contractor shall be responsible for all dump fees and expenses associated with
hauling materials to the landfill.
PART 2 PRODUCTS
2.01 CLEANING MATERIALS
A. Use only those cleaning materials which will not create hazards to health or property and
which will not damage surfaces.
B. Use only those cleaning materials and methods recommended by manufacturers of the
surface material to be cleaned.
C. Use cleaning materials only on surfaces recommended by cleaning material manufacturer.
2.02 WASTE REMOVAL CONTAINERS
A. Furnish and maintain recycling, trash and waste removal dumpsters and/or roll-off
dumpsters for the collection of waste materials, debris and rubbish, in quantities sufficient
for the Work.
1. Dumpsters shall be provided with tightly fitted covers to prevent debris from being
blown out.
2. Roll-offs shall not be required to be covered, but shall be serviced frequently enough
to prevent debris from accumulating and being blown out.
3. Individual recycling containers shall be maintained for paper, corrugated cardboard,
and co-mingled containers for glass, plastic, aluminum and steel. General
contractor shall be responsible for ensuring proper separation of recycled materials
and delivery to acceptable recycling centers.
B. Location of roll-offs and trash dumpsters shall be as arranged at the Pre-Construction
Conference.
01710 - 2
0237.07
PART 3 EXECUTION
3.01 PROGRESS CLEANING
A. Execute periodic cleaning to keep the work, the site and adjacent properties free from
accumulations of waste materials, rubbish and windblown debris resulting from construction
operations.
B. Maintain parking areas, access drives and city streets clean from mud and other debris.
C. Remove recycling, waste materials, debris and rubbish from the site periodically and
dispose of at legal commercial recycling centers, dump sites or landfills away from the site.
3.02 CLEANING PRIOR TO PAINTING
A. Clean interior spaces prior to the start of finish painting and continue cleaning on an as-
needed basis until painting is finished.
B. Schedule operations so that dust and other contaminants resulting from cleaning process
will not fall on wet or freshly finished surfaces.
C. Temporarily seal window and door openings prior to the start of finish painting to prevent
windblown dust and other particulates from impairing wet or freshly finished surfaces.
3.03 FINAL CLEANING
A. Final cleaning shall be performed by personnel or subcontractors skilled in this work.
B. In general, the extent of final cleaning shall be to remove grease, mastic and adhesives,
dust and dirt, stains, fingerprints, labels and other foreign materials from site-exposed
interior and exterior surfaces.
C. Interior cleaning shall include, but not be limited to:
1. Wash and polish glass, glazing and mirrors. Polish glossy surfaces to a clear shine.
2. Damp mop all wood floors.
3. Wipe down all finish carpentry, woodwork and cabinetwork.
4. Wipe down and polish toilet partitions, toilet and bath accessories, signage
components and other specialties.
5. Broom clean and dry vacuum all interior sealed concrete floor slabs to be left
exposed. Apply specified finish/sealer.
D. Exterior cleaning shall include, but not be limited to:
1. Wash and wipe down doors and frames.
2. Wash and polish glass and glazing.
E. Site cleaning shall include, but not be limited to:
1. Broom clean and wash down all areas of exterior concrete flatwork and asphalt
paving.
F. Ventilating Systems:
1. Clean permanent filters and replace disposable filters if units were operated during
construction.
01710 - 3
0237.07
2. Clean ducts, blowers and coils if units were operated without filters during
construction.
G. Prior to final completion or Owner occupancy, Contractor shall conduct an inspection of the
site, all site-exposed interior and exterior surfaces and all work areas to verify that work of
the entire project is clean.
END OF SECTION
01720 - 1
0237.07
SECTION 01720
PROJECT RECORD DOCUMENTS
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Maintain at the site one (1) record copy of each of the following documents:
1. Drawings.
2. Addenda.
3. Change Orders and other modifications to the Contract.
4. Approved shop drawings, product data and samples.
5. Field test records.
B. Related requirements specified elsewhere:
1. Section 01340, Shop Drawings, Product Data and Samples.
2. Section 01410, Testing.
1.02 MAINTENANCE OF DOCUMENTS AND SAMPLES
A. Prior to beginning work, separate one (1) clean, complete set of project documents from
construction sets and hold for record document purposes. The Owner will not furnish
additional sets for the Contractor's use at the end of construction, unless compensated for
by the Contractor.
B. Store documents and samples in Contractor's field office apart from documents used for
construction. Provide files and rack for storage of documents.
C. Maintain documents in a clean, dry, legible condition and in good order. Do not use record
documents for construction purposes.
D. Make documents and samples available at all times for inspection by the Owner, Architect
and regulatory agencies.
1.03 RECORDING REQUIREMENTS
A. Record information concurrently with construction progress. Do not conceal any work until
required information is recorded.
B. Drawings shall be legibly marked to record actual construction:
1. Depths of various elements of foundation in relation to finished first floor datum.
2. Horizontal and vertical locations of underground utilities and appurtenances,
referenced to permanent surface locations.
3. Location of internal utilities and appurtenances concealed in the construction,
referenced to visible and accessible features of the structure.
4. Field changes of dimension and detail.
5. Changes made by field order or by Change Order.
6. Details not included in original Contract Documents.
C. Specifications and Addenda shall be legibly marked to record:
1. Manufacturer, trade name, catalog number and supplier of each product and item of
equipment actually installed.
2. Changes made by field order or by Change Order.
01720 - 2
0237.07
1.04 SUBMITTALS
A. At contract closeout, deliver all Record Documents to the Owner.
B. Accompany submittal with transmittal letter containing:
1. Date, project name and number.
2. Contractor's name and address.
3. Title and number of each Record Document.
4. Signature of Contractor or his authorized representative.
C. Submit one (1) copy of approved data in final form no later than fifteen (15) days after final
inspection or acceptance, but prior to applying for final payment.
D. As-Recorded Documents shall be submitted, reviewed and accepted by the Owner and
Architect prior to the Final Application for Payment being processed.
E. Architect shall prepare and furnish the Owner with one (1) set of reproducible Record
Documents and one (1) compact disc recording the same information, in accordance with
the Contract requirements.
END OF SECTION
01730 - 1
0237.07
SECTION 01730
OPERATING AND MAINTENANCE DATA
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Compile product data and related information appropriate for Owner's maintenance and
operation of products furnished for this project.
1. Prepare operating and maintenance data as specified in this Section and as
referenced in other pertinent Sections of the Specifications.
B. Instruct Owner's personnel in maintenance of products and in operation of equipment and
systems.
C. Related requirements specified elsewhere:
1. Section 01060, Regulatory Requirements.
2. Section 01340, Shop Drawings, Product Data and Samples.
3. Section 01700, Contract Close-Out.
4. Section 01720, Project Record Documents.
5. Section 01740, Warranties and Bonds.
6. Division 15, Mechanical, and Division 16, Electrical.
1.02 SUBMITTAL REQUIREMENTS
A. Prepare data in form of an instructional manual for use by Owner's personnel.
B. Format of Submittals:
1. Size: 8-1/2" x 11".
2. Paper: Manufacturer's printed data or neatly typewritten.
3. Drawings:
a. Provide reinforced punched binder tab, bind in with text.
b. Fold larger drawings to size of text pages.
4. Provide fly leaf for each separate product or each piece of operating equipment.
a. Provide typed description of product and major component parts of equipment.
b. Provide indexed tabs.
5. Cover: Identify each volume with typed or printed title "OPERATING AND
MAINTENANCE INSTRUCTIONS". List the following:
a. Title of project.
b. Identity of separate structure as applicable.
c. Identity of general subject matter covered in the manual.
C. Binders:
1. Commercial quality three-ring binders with durable and cleanable plastic covers, ring
size as required.
2. When multiple binders are used, correlate the data into related, consistent
groupings.
D. Number of Manuals Required: Three (3) copies of each complete manual, including all
general information and plumbing, mechanical, electrical and fire sprinkler sections.
01730 - 2
0237.07
1.03 CONTENT OF MANUAL
A. Neatly typewritten Table of Contents for each volume arranged in systematic order.
1. Contractor, name of responsible principal, address and telephone number.
2. List of each product required to be included, indexed to content of the volume.
3. List with each product, name, address and telephone number of:
a. Subcontractor or installer.
b. Maintenance contractor as appropriate.
c. Identify the area of responsibility of each.
d. Local source of supply for parts and replacement.
4. Identify each product by product name and other identifying symbols as set forth in
Contract Documents.
B. Product Data:
1. Include only those sheets which are pertinent to the specific product.
2. Note each sheet to:
a. Clearly identify specific product or part installed.
b. Clearly identify data applicable to installation.
c. Delete references to inapplicable information.
C. Drawings:
1. Supplement product data with drawings as necessary to clearly illustrate:
a. Relations of component parts of equipment and systems.
b. Control and flow diagrams.
2. Coordinate drawings with information in Project Record Documents to assure
correct illustration of completed installation. Do not use Record Documents as
maintenance drawings.
D. Written text as required to supplement product data for the particular installation:
1. Organize in consistent format under separate headings for different procedures.
2. Provide logical sequence of instruction for each procedure.
E. Copy of each warranty, bond and service contract issued indicating:
1. Proper procedures in the event of failure.
2. Instances which might affect validity of warranties or bonds.
F. Copy of Material Safety Data Sheets (MSDS) for each product or material.
1.04 MANUALS FOR PLUMBING, MECHANICAL AND ELECTRICAL SYSTEMS
A. Content for each unit of equipment and system as appropriate:
1. Description of unit and component parts.
2. Operating Procedures:
a. Start-up, break-in, routine and normal operating instructions.
b. Regulation, control, stopping, shutdown and emergency instructions.
c. Summer and winter operating instructions.
d. Special operating instructions.
3. Maintenance Procedures:
a. Routine operations.
b. Guide to "troubleshooting".
c. Disassembly, repair and reassembly.
d. Alignment, adjusting and checking.
4. Servicing and lubrication schedule, with list of lubricants required.
5. Manufacturer's printed operating and maintenance instructions.
6. Description of sequence of operation by control manufacturer.
01730 - 3
0237.07
7. Original manufacturer's parts list, illustrations, assembly drawings and diagrams
required for maintenance.
8. As-installed control diagrams by control manufacturer.
9. As-installed color-coded piping diagrams.
10. Charts of valve tag numbers with location and function of each valve.
11. List of original manufacturer's spare parts, manufacturer's current prices and
recommended quantities to be maintained in storage.
12. Other data as required under pertinent Sections of Specifications.
B. Content for each electric and electronic system as appropriate:
1. Description of system and component parts.
a. Function, normal operating characteristics and limiting conditions.
b. Engineering data and tests.
c. Complete nomenclature and commercial number of replaceable parts.
2. Circuit directories of panelboards.
a. Electrical service.
b. Controls.
c. Communications.
3. As-installed color-coded wiring diagrams.
4. Operating Procedures:
a. Routine and normal operating instructions.
b. Sequences required.
c. Special operating instructions.
5. Maintenance Procedures:
a. Routine operations.
b. Guide to "troubleshooting".
c. Disassembly, repair and reassembly.
d. Adjustment and checking.
6. Manufacturer's printed operating and maintenance instructions.
7. List of original manufacturer's spare parts, manufacturer's current prices and
recommended quantities to be maintained in storage.
8. Other data as required under pertinent Sections of Specifications.
C. Prepare and include additional data when the need for such data becomes apparent during
instruction of Owner's personnel.
1.05 SUBMITTAL SCHEDULE
A. Submit specified number of copies of approved data in final form no later than fifteen (15)
days after final inspection or acceptance, but prior to applying for final payment.
B. Operating and maintenance manuals shall be submitted, reviewed and accepted by the
Owner prior to the Final Application for Payment being processed.
1.06 INSTRUCTION OF OWNER'S PERSONNEL
A. Prior to final inspection or acceptance, fully instruct Owner's designated operating and
maintenance personnel in operation, adjustment and maintenance of products, equipment
and systems.
B. Operating and maintenance manual shall constitute the basis of instruction.
C. Review contents of manual with personnel in full detail to explain all aspects of operations
and maintenance.
END OF SECTION
01740 - 1
0237.07
SECTION 01740
WARRANTIES AND BONDS
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Contractor shall compile specified warranties and bonds and specified service and
maintenance contracts.
B. Review submittals to verify compliance with Contract Documents.
C. Submit to Architect for review and transmittal to Owner.
D. Related requirements specified elsewhere:
1. Instructions to Bidders: Bid or Proposal Bond.
2. Conditions of the Contract: Performance Bond and Labor and Material Payment
Bond.
3. Conditions of the Contract: General Warranty of Construction.
4. Section 01700, Contract Close-Out.
5. Section 01730, Operating and Maintenance Data.
6. Respective Sections of Specifications which specify the product.
1.02 SUBMITTAL REQUIREMENTS
A. General: Submit warranties, bonds and service and maintenance contracts as specified in
respective Sections of Specifications.
1. Unless otherwise indicated, all warranties shall be written in the Owner’s name, and
shall be transferable to future Owner(s) for the duration of the warranty period.
B. Assemble warranties, bonds and service and maintenance contracts, executed by each of
the respective manufacturers, suppliers and subcontractors, bound with operating and
maintenance data. Manuals are specified in Section 01730.
C. Number of original signed copies required: Three (3) each, or as required by number of
manuals specified in Section 01730.
D. Table of Contents: Neatly typed in orderly sequence. Provide complete information for
each item.
1. Product or work item.
2. Firm with name of principal, address and telephone number.
3. Scope of warranty, bond or service and maintenance contract.
4. Date of beginning of warranty, bond or service and maintenance contract.
5. Duration of warranty, bond or service and maintenance contract.
6. Provide information for Owner's personnel:
a. Proper procedure in case of failure.
b. Conditions which might affect the validity of warranty or bond.
7. Contractor, name of responsible principal, address and telephone number.
E. Format of Submittals:
1. Format: Prepare in duplicate packets.
2. Size: 8-1/2" x 11" punched sheets for standard three-ring binder. Fold larger sheets
to fit into binders.
01740 - 2
0237.07
1.03 SCHEDULE OF SUBMITTALS
A. Submit documents within twenty-five (25) days after inspection and acceptance for
equipment or component parts of equipment put into service during progress of
construction.
B. Otherwise make submittals within twenty-five (25) days after date of Substantial Completion,
prior to final request for payment.
C. For items of work where acceptance is delayed materially beyond date of Substantial
Completion, provide updated submittal within ten (10) days after acceptance, listing date of
acceptance as start of warranty period.
1.04 REQUIRED WARRANTIES AND BONDS
A. Bid or Proposal Bond: Refer to Instructions to Bidders.
B. Performance Bond: Refer to Conditions of the Contract.
C. Labor and Material Payment Bond: Refer to Conditions of the Contract.
D. General Warranty of Construction: Refer to Conditions of the Contract. Unless modified
elsewhere, General Contractor shall warrant all construction materials and workmanship for
a period of one (1) calendar year from the date of Substantial Completion.
E. Warranties: Provide required warranties for products, materials and equipment covering
defects in materials and workmanship for the time duration(s) specified in individual
Sections. Where no specific warranty is mentioned, provide warranty coverages normally
provided by the manufacturer for that product.
1. Unless otherwise indicated, all warranties shall be written in the Owner’s name.
2. All warranties shall be transferable to future Owner(s) for the duration of the
warranty period.
F. Provide warranties and/or bonds for all products and services specified in the Drawings.
F. Optional Bond(s): The Contractor shall retain the right to require Performance and/or Labor
and Material Payment Bonds from any or all of his/her Subcontractors.
G. Maintenance Agreements: None required. However, all Contractors and Subcontractors
shall be required to make service calls as requested by the Owner throughout the one-year
general warranty period, at no additional expense to the Owner.
END OF SECTION
Lee Martinez Farm Admin Addition
City of Fort Collins, Colorado
1
Lee Martinez Farm Admin Addition
City of Fort Collins, Colorado
2
DIVISION 2 SITEWORK
Section 02070 Selective Demolition
Minor demolition of existing building and site materials, equipment and fixtures, as identified on the
Drawings, and removal from the site.
Section 02080 Hazardous Materials
Upon discovery of asbestos or other hazardous materials within the building, the Contractor shall stop
work in the affected area and notify the Owner.
Section 02100 Site Preparation
Overlot grading and stockpiling of topsoil for reuse during final grading; site clearing and minor site
demolition; finish grading and placement of topsoil prior to landscaping.
Section 02221 Trenching, Backfilling and Compacting
Trenching for utilities, backfilling with approved bedding and backfill materials, and compacting to
minimum standards of Standard Proctor Density (S.P.D.) as required by the Soils Report.
Section 02225 Structural Excavation, Backfilling and Compacting
Excavation for structures to level of original, undisturbed soil; reuse of existing backfill material or
import of structural fill material and compaction to minimum standards of Standard Proctor Density
(S.P.D.) as required by the Soils Report.
Section 02515 Portland Cement Concrete Paving
Exterior Concrete Flatwork: 4,000 psi minimum concrete paving at driveway aprons, trash enclosure and
loading area aprons, and sidewalks, over granular base, thickness as recommended in the Soils Report.
All exterior concrete flatwork to be reinforced with fiber reinforcing.
Section 02810 Underground Irrigation System
The Contractor shall move the irrigation lines as necessary (due to the addition's location) and the
Contractor shall make any repairs necessary due to damage to the irrigation system during construction.
Section 02930 Sodding
Soil preparation and amendment; in areas disturbed during construction, install new sod to match the
existing grass.
Lee Martinez Farm Admin Addition
City of Fort Collins, Colorado
3
DIVISION 3 CONCRETE
Reference Structural S1.0
DIVISION 4 MASONRY
Not used.
DIVISION 5 METALS
Reference Structural S1.0
DIVISION 6 WOOD AND PLASTICS
Section 06100 Rough Carpentry
Reference Structural S1.0.
Exterior and Interior Framing: All wood is to be FSC (Forest Stewardship Council) certified. Contractor is
to provide Architect/Owner with vendor invoices with the COC (Chain of Custody) numbers that comply
with FSC standards. Wood products without submittal of acceptable documentation will be rejected.
Exterior Framing 2x6 @ 16" o.c. Hem-Fir #2 K-D; 2x6 framing.
Interior Framing: 2x4 @ 16" o.c. Hem-Fir #2 K-D; stud grade for non-load bearing walls.
Roof Sheathing: 1/2" CDX plywood or oriented strand board (OSB), glued and nailed.
Wall Sheathing: 7/16" oriented strand board (OSB) where required for structural bracing.
Corner and Shear Wall Bracing: Let-in steel strap angle braces, if required.
Miscellaneous Furring and Stripping: 1x and 2x Hem-Fir.
Curbs, Sills and Plates: Redwood or pressure-treated Hem-Fir.
Simpson beam and joist hangers, clips and truss connectors.
Section 06170 Prefabricated Structural Wood
Reference Structural S1.0.
Section 06200 Finish Carpentry
Exterior and Interior Framing: 2x6, 2x4, miscellaneous trim and siding. All wood is to be FSC (Forest
Stewardship Council) certified. Contractor is to provide Architect/Owner with vendor invoices with the
COC (Chain of Custody) numbers that comply with FSC standards. Wood products without submittal of
acceptable documentation will be rejected.
Softwood Casings, Base, Standing and Running Trim: Poplar or species to match existing, S4S, plain
sawn, for transparent finish.
Storage shelving: Plastic laminate finished shelving; recessed slotted standards for adjustable shelving
systems.
Lee Martinez Farm Admin Addition
City of Fort Collins, Colorado
4
DIVISION 7 THERMAL AND MOISTURE PROTECTION
Section 07115 Sheet Membrane Waterproofing
Single-ply membrane waterproofing, self-adhering type, standard 3'-0" roll width, Ice and Water Shield
by W.R. Grace or equal. Install as shown on the Drawings, or as required by project conditions.
Section 07150 Dampproofing
Asphaltic dampproofing applied to below-grade concrete foundation walls.
1. Liquid-type, spray applied, clear or gray colors only.
Section 07190 Vapor Retarders
6 mil poly vapor barrier where shown on the Drawings.
Section 07200 Building Insulation
Furnish and install the following building thermal and acoustical insulation materials, completely filling
all voids and providing thermal barrier without penetrations:
1. Attic and Exterior Wall Insulation: Faced blanket-type fiberglass batt insulation, R-38 at roof and
R-19 at walls.
2. Acoustical Insulation: Unfaced blankets in all interior walls.
Section 07215 Foundation Insulation
Furnish and install the following building thermal insulation materials for foundation systems:
1. Perimeter Foundation Insulation: 1-1/2" extruded polystyrene rigid board insulation, adhered to
concrete foundation walls.
Section 07466 Wood Siding and Trim
Wood Siding (Exterior and Interior): 1x6, shiplap siding to match the existing siding. Contractor is to
submit a sample prior to ordering wood. All wood is to be FSC (Forest Stewardship Council) certified.
Contractor is to provide Architect/Owner with vendor invoices with the COC (Chain of Custody) numbers
that comply with FSC standards. Wood products without submittal of acceptable documentation will be
rejected.
Section 07610 Prefinished Metal Roofing
Prefinished 24-gage, corrugated metal roof to match the existing roof, with baked-on Kynar 500 finish (to
match existing finish), with associated flashings, cap, ridge and eave trims, seamless gutters and
downspouts. Neoprene closer strips required at all roof edges.
Secondary Underlayment: Provide single-ply sheet membrane waterproofing as specified in Section
07115. Apply to overhanging roof eaves and valleys, and extend over heated area of roof minimum 3'-0",
where shown on the Drawings.
Section 07621 Galvanized Metal Flashing and Trim
Prefinished galvanized flashings, valley flashings and wall-to-roof transition flashings, as shown on the
Drawings. New flashings to match the profile of the existing flashings. Provide material gages as follows:
1. Exposed Wall-to-Roof Transition Flashings: 24-gage.
2. Roof Valley Flashings: 26-gage.
Section 07900 Sealants and Joint Fillers
Exterior Areas: One- or two-part polyurethane-based elastomeric sealants.
Interior Areas: One-part general-purpose, non-staining acrylic latex and silicone-based caulk for interior
or exterior use.
Lee Martinez Farm Admin Addition
City of Fort Collins, Colorado
5
DIVISION 8 DOORS AND WINDOWS
Section 08110 Standard Steel Doors and Frames
Exterior Insulated Doors: 16-gage flush-face sheets over insulated foam core.
Interior Steel Doors: 18-gage flush-face sheets over honeycomb core, except use 16-gage over 36" leaf
width.
Steel Frames: 16-gage standard profile, except use 14-gage for all exterior doors and for interior doors
over 3'-0" width. Provide silencers in door frame for all interior doors not specified to receive smoke
gaskets.
Section 08610 Wood Windows
Fixed and operable sliding, casement- and awning-type prefinished aluminum-clad wood windows, by
Pella, Marvin, Andersen Sierra Pacific, or Kolbe & Kolbe only, manufacturer's standard color finishes.
Provide double insulated glazing Low-E tinted glass; insect screens on all operable units.
Hardware: All ventilating units are to be provided with manufacturer's standard interior and exterior
vinyl weatherstripping, roto gear operations, locks, locking handles and strikes. All units will be
lockable.
1. Finish: Manufacturer's standard "Champagne" finish.
Grilles: None.
Finish: Prefinished aluminum clad exterior, electrostatically coated; natural wood interior for stain and
seal - transparent finish. Refer to Section 09930.
Cladding Color: White to match existing.
Section 08700 Finish Hardware
Commercial: Door hardware by Schlage, match City of Fort Collins standards, finished to match existing
hardware, including butt hinges, locksets, latchsets, deadbolts, thresholds, weatherstripping and
specialty hardware items. Provide lever trims at all new doors.
Community Building/Commercial:
1. Group A Entrance/Exits (Hollow Metal)
1 1/2 pr. Hinges
1 ea. Entry lockset with lever trim – F-81 (451)
1 ea. Deadbolt – E-2141
1 ea. Closer – LCN 4000 Series
1 ea. Threshold
1 ea. Door Sweep
1 set Weatherstripping
1 set Kickplate (stainless steel 12" both sides)
2. Group B Office
1 1/2 pr. Hinges
1 ea. Lockset, with lever trim – F-81 (451)
1 ea. Stop
3. Group C Storage Rooms and Closets
1 1/2 pr. Hinges
1 ea. Lockset – F-86 (457)
1 ea. Stop
Lee Martinez Farm Admin Addition
City of Fort Collins, Colorado
6
4. Group D Classrooms
1 1/2 pr. Hinges
1 ea. Classroom lockset with lever trim
1 ea. Closer – LCN 4000 Series
1 ea. Stop
Keying: Provide two (2) sets of keys for each keyed group as follows:
1. Key entries together.
2. Key each office and classroom separately.
3. Key storage rooms together.
4. Key Silo Store separately.
5. Key entire Project to the Owner's existing master key system.
Section 08800 Glass and Glazing
1. Sealed 3/4" or manufacturer's standard thickness insulated glazing, two panes of 3/16" glass with
3/8" air space, at all exterior doors and windows, Low-E tinted. All glass in doors, sidelites or
within 3'-0" of a door shall be polished tempered glass.
2. 1/4" polished tempered glass, clear, at all interior doors and sidelites.
Lee Martinez Farm Admin Addition
City of Fort Collins, Colorado
7
DIVISION 9 FINISHES
Section 09260 Gypsum Wallboard Systems
Specify the technical requirements for all gypsum wallboard materials, systems and accessories.
1. Interior partition walls, soffits and ceilings: 5/8" gypsum wallboard; screw installed, taped and
spray-textured.
2. Miscellaneous gypsum wallboard accessories as required for particular applications, including
corner beads, corner mouldings, reveal mouldings and expansion joints.
Section 09330 Quarry Tile
Floor Tile: Match existing tile, 6" x 6" x 1/2" thick.
Section 09900 Painting
All paints (exterior and interior) shall be in compliance with the Greenseal Document GS-11.
VOC limits: Flat Paint: 50 g/L; Gloss Paint: 150 g/L. The Contractor shall submit cut sheets confirming
VOC and GS-11 compliance.
Approved Manufacturers:
1. Kelly-Moore Paints: Enviro-Cote.
2. ICI Dulux Paints: Lifemaster 2000.
3. Sherwin Williams: Harmony.
4. Benjamin Moore: Ecospec.
5. AFM Safecoat Paints.
One coat primer and two coats finish for various substrates.
1. Exterior Hollow Metal or Ferrous Metal Surfaces:
Primer: Shop prime or inhibitive metal primer.
Finish: Alkyd semi-gloss enamel, two (2) coats.
2. Exterior Painted Wood or Hardboard Surfaces:
Primer: Acrylic latex wall primer.
Finish: Alkyd semi-gloss enamel, two (2) coats.
3. Interior Gypsum Wallboard and Plaster Surfaces:
Primer: Acrylic latex wall primer.
Finish: Acrylic latex satin wall paint, two (2) coats.
4. Interior Hollow Metal or Ferrous Metal Surfaces:
Primer: Shop prime or inhibitive metal primer.
Finish: Alkyd semi-gloss enamel, two (2) coats.
Section 09930 Transparent Finishes
One coat stain/sealer and two coats polyurethane finish for various wood surfaces:
1. Interior Stained Wood Doors, Casings, and Trims:
Primer/Stain: Semi-transparent alkyd-oil interior wiping stain/sealer to match existing wood
casings and trim. Use low VOC stain.
Finish: Clear satin polyurethane finish to match existing wood. Use low VOC finish.
Lee Martinez Farm Admin Addition
City of Fort Collins, Colorado
8
DIVISION 10 SPECIALTIES
Not used.
DIVISION 11 EQUIPMENT
Not used.
DIVISION 12 FURNISHINGS
Section 12512 Window Coverings
1" aluminum slat horizontal blinds for all new windows. No window coverings are required for full lite
entry doors and sidelites. Submit color sample for Architect/Owner approval.
DIVISION 13 SPECIAL CONSTRUCTION
Not used.
DIVISION 14 CONVEYING SYSTEMS
Not used.
DIVISION 15 MECHANICAL
Reference Mechanical Drawings.
DIVISION 16 ELECTRICAL
Reference Electrical Drawings.
END OF SPECIFICATION
SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
Lee Martinez Farm Addition
BID NO. 5942
PURCHASING DIVISION
215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS
November 1, 2005 – 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 - 00800-3
00900 Addenda, Modifications, and Payment 00900-1
00950 Contract Change Order 00950-1 - 00950-2
00960 Application for Payment 00960-1
00970 Construction Specification Instruction Forms 00970-1 - 00970-5
SPECIFICATIONS
SOILS REPORT
SECTION 00020
INVITATION TO BID
SECTION 00020
INVITATION TO BID
Date: October 06, 2005
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 November 1. 2005, for the Lee Martinez Farm Addition; BID NO. 5942. 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 a 625 sq. ft. addition
to the Lee Martinez Farm administrative building including building envelope
from foundation through finishes, related sitework, utilities and landscaping.
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 October 11, 2005.
Copies of the Contract Documents, complete with Construction Specifications
and Drawings, may be obtained from Purchasing Division at 215 North Mason St.,
2nd floor, Fort Collins, Colorado, 80524 upon payment of a refundable fee of
Fifty Dollars ($50.00) per set. No partial sets will be issued.
The Contract Documents and Construction Drawings may be examined at:
1. City of Fort Collins, Purchasing Division.
2. Dodge Plan Room, 1114 W. 7th Ave., Suite 100, Denver, Colorado.
3. Builders Exchange, 223 South Link Lane, Fort Collins, Colorado.
4. Construction News Service, 4775 Centennial Blvd Ste 150, Colorado
Springs, Colorado.
A prebid conference and job walk with representatives of prospective Bidders
will be held at 600 N Sherwood, Fort Collins, CO 80521 on October 18, 2005, at
10:00 A.M.
Prospective Bidders are invited to present their questions relative to this
Bid proposal at this meeting.
Bids will be received as set forth in the Bidding Documents.
The Work is expected to be commenced within the time as required by Section
2.3 of General Conditions. Substantial Completion of the Work is required as
specified in the Agreement.
DATE: November 1, 2005
CITY OF FORT COLLINS
PLANHOLDERS LIST FOR
BID #5942
BID NAME: Lee Martinez Farm Addition
Empire Carpentry
PO 245
Bellue, CO 80512
PH 970-493-3499
FAX 970-493-2088
Delehoy Construction Inc.
3109 S. Taft Hill Rd.
Fort Collins, CO 80526
PH 970-226-0836
FAX 970-226-1802
Excellence Arquitectual
435 N. 35th Ave.
Greeley, CO 80631
PH 970-576-2810
FAX 970-378-7069
University Designer & Builders, Inc.
3120 Abbotsford St.
Fort Collins, CO 80524
PH 970-416-6966
FAX 970-416-6965
Encore Electric
2107 W. College Ave.
Englewood, CO 80110
PH 303-934-1234
FAX 303-937-8300
Cottier Construction
PO Box 1051
Fort Collins, CO 80522
PH 970-221-4621
FAX 970-221-4656
ABC Concrete Co., Inc.
216 W. Hemlock
Fort Collins, CO 80524
PH 970-493-4554
Glanz Electrical Contracting, Inc.
1713 E. Lincoln Ave. #A1
Fort Collins, CO 80524
PH 970-482-5218
FAX 970-416-1716
Reed Construction Data
30 Technology Pkwy. Suite 100
Norcross, GA 30092
PH 303-470-4821
The Weekly Plan-It
6820 N. Franlkin Ave.
Loveland, CO 80538
PH 970-593-1141
Hydro Electric LLC
PO Box 206
Bellvue, CO 80512
PH 970-217-3724
FAX 970-472-1024
Alford Companies, LLC
10434 Hollyhock Ct.
Littleton, CO 80129
PH 303-346-2767
FAX 303-683-0178
W. J. Shirley, Inc.
11075 Maple Rd.
Lafayette, CO 80026
PH 303-666-5002
FAX 303-666-7300
SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
Lee Martinez Farm Addition
BID NO. 5942
PURCHASING DIVISION
215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS
November 1, 2005 – 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 - 00800-3
00900 Addenda, Modifications, and Payment 00900-1
00950 Contract Change Order 00950-1 - 00950-2
00960 Application for Payment 00960-1
00970 Construction Specification Instruction Forms 00970-1 - 00970-5
SPECIFICATIONS
SOILS REPORT
SECTION 00020
INVITATION TO BID
SECTION 00020
INVITATION TO BID
Date: October 06, 2005
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 November 1. 2005, for the Lee Martinez Farm Addition; BID NO. 5942. 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 a 625 sq. ft. addition
to the Lee Martinez Farm administrative building including building envelope
from foundation through finishes, related sitework, utilities and landscaping.
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 October 11, 2005.
Copies of the Contract Documents, complete with Construction Specifications
and Drawings, may be obtained from Purchasing Division at 215 North Mason St.,
2nd floor, Fort Collins, Colorado, 80524 upon payment of a refundable fee of
Fifty Dollars ($50.00) per set. No partial sets will be issued.
The Contract Documents and Construction Drawings may be examined at:
1. City of Fort Collins, Purchasing Division.
2. Dodge Plan Room, 1114 W. 7th Ave., Suite 100, Denver, Colorado.
3. Builders Exchange, 223 South Link Lane, Fort Collins, Colorado.
4. Construction News Service, 4775 Centennial Blvd Ste 150, Colorado
Springs, Colorado.
A prebid conference and job walk with representatives of prospective Bidders
will be held at 600 N Sherwood, Fort Collins, CO 80521 on October 18, 2005, at
10:00 A.M.
Prospective Bidders are invited to present their questions relative to this
Bid proposal at this meeting.
Bids will be received as set forth in the Bidding Documents.
The Work is expected to be commenced within the time as required by Section
2.3 of General Conditions. Substantial Completion of the Work is required as
specified in the Agreement.
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.
12/03 Section 00100 Page 2
3.2. In accordance with Section 8-160 of the Code of the City of Fort
Collins in determining whether a bidder is responsible, the following
shall be considered: (1) The ability, capacity and skill of the bidder to
perform the contract or provide the services required, (2) whether the
bidder can perform the contract or provide the service promptly and
within the time specified without delay or interference, (3) the
character, integrity, reputation, judgment, experience and efficiency of
the bidder, (4) the quality of the bidder's performance of previous
contracts or services, (5) the previous and existing compliance by the
bidder with laws and ordinances relating to the contract or service, (6)
the sufficiency of the financial resources and ability of the bidder to
perform the contract or provide the service, (7) the quality,
availability and adaptability of the materials and services to the
particular use required, (8) the ability of the bidder to provide future
maintenance and service for the use of the subject of the contract, and
(9) any other circumstances which will affect the bidder's performance of
the contract.
3.3. Each Bidder may be required to show that he has handled former Work
so that no just claims are pending against such Work. No Bid will be
accepted from a Bidder who is engaged on any other Work which would
impair his ability to perform or finance this Work.
3.4 No Bidder shall be in default on the performance of any other
contract with the City or in the payment of any taxes, licenses or other
monies due to the City.
4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE
4.1. It is the responsibility of each Bidder, before submitting a Bid,
to (a) examine the Contract Documents thoroughly, (b) visit the site to
familiarize himself with local conditions that may in any manner affect
cost, progress or performance of the Work, (c) familiarize himself with
federal, state and local laws, ordinances, rules and regulations that may
in any manner affect cost, progress or performance of the Work, (d) study
and carefully correlate Bidder's observations with the Contract
Documents, and (e) notify Engineer of all conflicts, errors or
discrepancies in the Contract Documents.
4.2. Reference is made to the Supplementary Conditions for
identification of: Subsurface and Physical Conditions SC-4.2.
4.3. The submission of a Bid will constitute an incontrovertible
representation by Bidder that Bidder has complied with every requirement
of this Article 4, that without exception the Bid is premised upon
performing and furnishing the Work required by the Contract Documents and
such means, methods, techniques, sequences or procedures of construction
as may be indicated in or required by the Contract Documents, and that
12/03 Section 00100 Page 3
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.
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
12/03 Section 00100 Page 4
substantially complete and also completed and ready for Final Payment
(the Contract Times) are set forth in the Agreement.
8.0 LIQUIDATED DAMAGES.
Provisions for liquidated damages are set forth in the Agreement.
9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT
The Contract, if awarded, will be on the basis of material and equipment
described on the Drawings or specified in the Specifications without
consideration of possible substitute or "or equal" items. Whenever it is
indicated on the Drawings or specified in the Specifications that a
substitute or "or equal" item of material or equipment may be furnished
or used by CONTRACTOR if acceptable to Engineer, application for such
acceptance will not be considered by Engineer until after the "effective
date of the Agreement". The procedure for submittal of any such
application by CONTRACTOR and consideration by Engineer is set forth in
the General Conditions which may be supplemented in the General
Requirements.
10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS
10.1. Each Bidder shall submit at the Bid opening to OWNER a list of
principal subcontractors he proposes to use in the Work. Refer to
Section 00430 contained within these Documents.
10.2. If OWNER or Engineer after due investigation has reasonable
objection to any proposed Subcontractor, either may, before the Notice of
Award is given, request the apparent successful Bidder to submit an
acceptable substitute without an increase in Bid price. If the apparent
successful Bidder declines to make any substitution, OWNER may award the
contract to the next lowest responsive and responsible Bidder that
proposes to use acceptable subcontractors. Subcontractors, suppliers,
other persons or organization listed and to whom OWNER or Engineer does
not make written objection prior to the giving of the Notice of Award
will be deemed acceptable to OWNER and ENGINEER subject to revocation of
such acceptance after the effective date of the Agreement as provided in
the General Conditions.
10.3. CONTRACTOR shall not be required to employ any subcontractor,
supplier or other persons or organizations against whom he has reasonable
objection. The use of subcontractors listed by the Bidder and accepted
by OWNER prior to the Notice of Award will be required in the performance
of the Work.
11.0 BID FORM.
11.1. A copy of the Bid Form is bound in the Contract Documents which
12/03 Section 00100 Page 5
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.
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.
12/03 Section 00100 Page 6
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.
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
12/03 Section 00100 Page 7
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
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.
12/03 Section 00100 Page 8
18.0 CONTRACT SECURITY.
The General Conditions and the Supplementary Conditions set forth OWNER's
requirements as to performance and other Bonds. When the Successful
Bidder delivers the executed Agreement to the OWNER, it shall be
accompanied by the required Contract Security.
19.0 SIGNING OF AGREEMENT.
When OWNER gives a Notice of Award to the Successful Bidder, it will be
accompanied by the required number of unsigned counterparts of the
Agreement with all other written Contract Documents attached. Within
fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the
required number of counterparts of the Agreement and attached documents
to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER
shall deliver one fully signed counterpart to CONTRACTOR. Each
counterpart is to be accompanied by a complete set of the Drawings with
appropriate identification.
20.0 TAXES.
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.
12/03 Section 00100 Page 9
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:5942 Lee Martinez Farm Addition
Place
Date ___________________________
1. In compliance with your Invitation to Bid dated __
and subject to all conditions thereof, the undersigned
a (Corporation, Limited Liability Company, Partnership, Joint Venture, or
Sole Proprietor)** authorized to do business in the State of Colorado
hereby proposes to furnish and do everything required by the Contract
Documents to which this refers for the construction of all items listed
on the following Bid Schedule or Bid Schedules.
2. The undersigned Bidder does hereby declare and stipulate that this
proposal is made in good faith, without collusion or connection with any
other person or persons Bidding for the same Work, and that it is made in
pursuance of and subject to all the terms and conditions of the
Invitation to Bid and Instructions to Bidders, the Agreement, the
detailed Specifications, and the Drawings pertaining to the Work to be
done, all of which have been examined by the undersigned.
3. Accompanying this Bid is a certified or cashier's check or standard Bid
bond in the sum of ________________________($ __ )
in accordance with the Invitation To Bid and Instructions to Bidders.
4. The undersigned Bidder agrees to execute the Agreement and a Performance
Bond and a Payment Bond for the amount of the total of this Bid within
fifteen (15) calendar days from the date when the written notice of the
award of the contract is delivered to him at the address given on this
Bid. The name and address of the corporate surety with which the Bidder
proposes to furnish the specified performance and payment bonds is as
follows: .
5. All the various phases of Work enumerated in the Contract Documents with
their individual jobs and overhead, whether specifically mentioned,
included by implication or appurtenant thereto, are to be performed by
the CONTRACTOR under one of the items listed in the Bid Schedule,
irrespective of whether it is named in said list.
6. Payment for Work performed will be in accordance with the Bid Schedule or
Bid Schedules subject to changes as provided in the Contract Documents.
7. The undersigned Bidder hereby acknowledges receipt of Addenda No.
______through .
7/96 Section 00300 Page 2
8. BID SCHEDULE
Lump Sum
_______________________________________________ Dollars, ($___________)
Amount written in words
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:
FIRM NAME____________________________________________
Are you a •Corporation, •Partnership, • DBA, • LLC, or •PC?
________________________________ __________________
Signature Date
________________________________
Title
________________________________
License Number (If Applicable)
(Seal - if Bid is by corporation)
Attest:___________________________
Address _____________________________________
_____________________________________
Telephone _____________________________________
Email _____________________________________
SECTION 00400
SUPPLEMENTS TO BID FORMS
00410 Bid Bond
00420 Statement of Bidder's Qualifications
00430 Schedule of Subcontractors
7/96 Section 00410 Page 1
SECTION 00410
BID BOND
KNOW ALL MEN BY THESE 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, 5942 Lee Martinez Farm Addition.
NOW THEREFORE,
(a) If said Bid shall be rejected, or
(b) If said Bid shall be accepted and the Principal shall execute and deliver
a Contract in the form of Contract attached hereto (properly completed in
accordance with said Bid) and shall furnish a BOND for his faithful
performance of said Contract, and for payment of all persons performing
labor or furnishing materials in connection therewith, and shall in all
other respects perform the Agreement created by the acceptance of said
Bid, then this obligation shall be void; otherwise the same shall remain
in force and effect, it being expressly understood and agreed that the
liability of the Surety for any and all claims hereunder shall, in no
event, exceed the penal amount of this obligation as herein stated.
The Surety, for value received, hereby stipulates and agrees that the
obligations of said Surety and its BOND shall be in no way impaired or
affected by any extension of the time within which the OWNER may accept such
Bid; and said Surety does hereby waive notice of any such extension.
Surety Companies executing bonds must be authorized to transact business in
the State of Colorado and be accepted by the OWNER.
7/96 Section 00410 Page 2
IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands
and seals this day of , 20__, and such of them as are
corporations have caused their corporate seals to be hereto affixed and these
presents to be signed by their proper officers, the day and year first set
forth above.
PRINCIPAL 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? (provide 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 20% 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: 5942 Lee Martinez Farm Addition
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 5942 Lee Martinez Farm Addition .
The Price of your Agreement is Dollars ($ ).
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 a 625 sq. ft.
addition to the Lee Martinez Farm administrative building including building
envelope from foundation through finishes, related sitework, utilities and
landscaping and is generally described in Section 01010.
ARTICLE 2. ENGINEER
The Project has been designed by Aller-Lingle Architects, who is hereinafter
called ENGINEER and who will assume all duties and responsibilities and will
have the rights and authority assigned to ENGINEER in the Contract Documents
in connection with completion of the Work in accordance with the Contract
Documents.
ARTICLE 3. CONTRACT TIMES
3.1 The Work shall be Substantially Complete within One Hundred Fifty
calendar days after the date when the Contract Times commence to run as
provided in the General Conditions.
3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of
the essence of this Agreement and that OWNER will suffer financial loss if the
Work is not completed within the times specified in paragraph 3.1. above, plus
any extensions thereof allowed in accordance with Article 12 of the General
Conditions.
They also recognize the delays, expenses and difficulties involved in proving
in a legal proceeding the actual loss suffered by OWNER if the Work is not
completed on time. Accordingly, instead of requiring any such proof, OWNER
and CONTRACTOR agree that as liquidated damages for delay (but not as penalty)
CONTRACTOR shall pay OWNER the amounts set forth hereafter.
9/12/01 Section 00520 Page 2
1) Substantial Completion:
One Hundred Dollars ($100) for each calendar day or fraction
thereof that expires after the One Hundred Fifty (150) calendar day
period for Substantial Completion of the Work until the Work is
Substantially Complete.
ARTICLE 4. CONTRACT PRICE
4.1. OWNER shall pay CONTRACTOR for performance of the Work in
accordance with the Contract Documents in current funds as follows: ($ ),
$ Dollars, in accordance with Section 00300, attached and incorporated
herein by this reference.
ARTICLE 5. PAYMENT PROCEDURES
CONTRACTOR shall submit Applications for Payment in accordance with
Article 14 of the General Conditions. Applications for Payment will be
processed by ENGINEER as provided in the General Conditions.
5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account
of the Contract Price on the basis of CONTRACTOR's Application for Payment as
recommended by ENGINEER, once each month during construction as provided
below. All progress payments will be on the basis of the progress of the Work
measured by the schedule of values established in paragraph 2.6 of the General
Conditions and in the case of Unit Price Work based on the number of units
completed, and in accordance with the General Requirements concerning Unit
Price Work.
5.1.1. Prior to Substantial Completion, progress payments will be in the
amount equal to the percentage indicated below, but, in each case, less the
aggregate of payments previously made and less such amounts as ENGINEER shall
determine, or OWNER may withhold, in accordance with paragraph 14.7 of the
General Conditions. 90% of the value of Work completed until the Work has
been 50% completed as determined by ENGINEER, when the retainage equals 5% of
the Contract Price, and if the character and progress of the Work have been
satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, may
determine that as long as the character and progress of the Work remain
satisfactory to them, there will be no additional retainage on account of Work
completed in which case the remaining progress payments prior to Substantial
Completion will be in an amount equal to 100% of the Work completed. 90% of
materials and equipment not incorporated in the Work (but delivered, suitably
stored and accompanied by documentation satisfactory to OWNER as provided in
paragraph 14.2 of the General Conditions) may be included in the application
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
9/12/01 Section 00520 Page 3
accordance with paragraph 14.7 of the General Conditions or as provided by
law.
5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in
accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the
remainder of the Contract Price as recommended by ENGINEER as provided in said
paragraph 14.13.
ARTICLE 6. CONTRACTOR'S REPRESENTATION
In order to induce OWNER to enter into this Agreement, CONTRACTOR makes
the following representations:
6.1. CONTRACTOR has familiarized himself with the nature and extent of
the Contract Documents, Work, site, locality, and with all local conditions
and Laws and Regulations that in any manner may affect cost, progress,
performance or furnishing of the Work.
6.2. CONTRACTOR has studied carefully all reports of explorations and
tests of subsurface conditions and drawings of physical conditions which are
identified in the Supplementary Conditions as provided in paragraph 4.2 of the
General Conditions.
6.3. CONTRACTOR has obtained and carefully studied (or assumes
responsibility for obtaining and carefully studying) all such examinations,
investigations, explorations, tests, reports, and studies (in addition to or
to supplement those referred to in paragraph 6.2 above) which pertain to the
subsurface or physical condition at or contiguous to the site or otherwise may
affect the cost, progress, performance or furnishing of the Work as CONTRACTOR
considers necessary for the performance or furnishing of the Work at the
Contract Price, within the Contract Times and in accordance with the other
terms and conditions of the Contract Documents, including specifically the
provisions of paragraph 4.2 of the General Conditions; and no additional
examinations, investigations, explorations, tests, reports, studies or similar
information or data are or will be required by CONTRACTOR for such purposes.
6.4. CONTRACTOR has reviewed and checked all information and data shown
or indicated on the Contract Documents with respect to existing Underground
Facilities at or contiguous to the site and assumes responsibility for the
accurate location of said Underground Facilities. No additional examinations,
investigations, explorations, tests, reports, studies or similar information
or data in respect of said Underground Facilities are or will be required by
CONTRACTOR in order to perform and furnish the Work at the Contract Price,
within the Contract Times and in accordance with the other terms and
conditions of the Contract Documents, including specifically the provision of
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
9/12/01 Section 00520 Page 4
conditions of the Contract Documents.
6.6. CONTRACTOR has given ENGINEER written notice of all conflicts,
errors or discrepancies that he has discovered in the Contract Documents and
the written resolution thereof by ENGINEER is acceptable to CONTRACTOR.
ARTICLE 7. CONTRACT DOCUMENTS
7.1 The Contract Documents which comprise the entire Agreement between
OWNER and CONTRACTOR concerning the Work consist of the General Conditions,
Supplementary Conditions, those items included in the definition of “Contract
Documents” in Article 1.10 of the General Conditions, and such other items as
are referenced in this Article 7, all of which are incorporated herein by this
reference.
7.2 Forms for use by CONTRACTOR in performing the Work and related
actions in carrying out the terms of this Agreement are deemed Contract
Documents and incorporated herein by this reference, and include, but are not
limited to, the following:
7.2.1 Certificate of Substantial Completion
7.2.2 Certificate of Final Acceptance
7.2.3 Lien Waiver Releases
7.2.4 Consent of Surety
7.2.5 Application for Exemption Certificate
7.2.6 Application for Payment
7.3 Drawings, consisting of a cover sheet and sheets numbered as
follows:
DRAWING INDEX:
Title Page With Vicinity Map
D1.0 Demolition Plan
D1.1 Demolition Photos
SD1.0 Site Plan
A1.0 Floor Plan
A1.1 Ceiling Plan
A1.2 Roof Plan
A2.0 Elevations
A3.0 Building Sections
A4.0 Details and Schedules
S1.0 General Notes; Sheet Index
S1.1 Load Key, Typical Details
S1.2 Typical Wood Details
S2.0 Foundation Plan and Roof Plan
S3.0 Details
M1 Mechanical Plan & Schedules
E1 Electrical Power Plan & Details
E2 Lighting Plan & Schedules
9/12/01 Section 00520 Page 5
E3 Electrical Specifications
The Contract Drawings shall be stamped "Final for Construction" and dated.
Any revisions made shall be clearly identified and dated.
7.4. Addenda Numbers to , inclusive.
7.5. The Contract Documents also include all written amendments and
other documents amending, modifying, or supplementing the Contract Documents
pursuant to paragraphs 3.5 and 3.6 of the General Conditions.
7.6. There are no Contract Documents other than those listed or
incorporated by reference in this Article 7. The Contract Documents may only
be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of
the General Conditions.
ARTICLE 8. MISCELLANEOUS
8.1. Terms used in this Agreement which are defined in Article I of the
General Conditions shall have the meanings indicated in the General
Conditions.
8.2. No assignment by a party hereto of any rights under or interests in
the Contract Documents will be binding on another party hereto without the
written consent of the party sought to be bound; and specifically but not
without limitations, moneys that may become due and moneys that are due may
not be assigned without such consent (except to the extent that the effect of
this restriction may be limited by law), and unless specifically stated to the
contrary in any written consent to an assignment no assignment will release or
discharge that assignor from any duty or responsibility under the Contract
Document.
8.3. OWNER and CONTRACTOR each binds itself, its partners, successors,
assigns and legal representatives to the other party hereto, its partners,
successors, assigns and legal representatives in respect to all covenants,
Agreement and obligations contained in the Contract Document.
9/12/01 Section 00520 Page 6
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:5942 Lee Martinez Farm Addition
To:
This notice is to advise you:
That the contract covering the above described Work has been fully executed by
the CONTRACTOR and the OWNER.
That the required CONTRACTOR's Performance Bond and Payment Bond have been
received by the OWNER.
That the OWNER has approved the said Contract Documents.
Therefore, as the CONTRACTOR for the above described Work, you are hereby
authorized and directed to proceed within ( ) calendar days from
receipt of this notice as required by the Agreement.
Dated this day of , 20__.
The dates for Substantial Completion and Final Acceptance shall be
_________ __, 20__ and , 20__, respectively.
City of Fort Collins
OWNER
By:
Title:
ACKNOWLEDGMENT OF NOTICE
Receipt of the above Notice to Proceed is hereby acknowledged this
____ day of , 20__.
CONTRACTOR
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,5942 Lee Martinez Farm
Addition.
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 THE DATE OF THE 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, 5942 Lee Martinez Farm
Addition.
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 THE DATE OF THE 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:5942 Lee Martinez Farm Addition
_____________________________
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, 5942 Lee Martinez Farm Addition.
A check is attached hereto in the amount of $ as Final Payment for
all Work done, subject to the terms of the Contract Documents which are dated
_________________ __, 20__.
In conformance with the Contract Documents for this project, your obligations
and guarantees will continue for the specified time from the following
date:__________ __, 20 .
Sincerely,
OWNER: City of Fort Collins
By:
Title:
ATTEST:
Title:
7/96 Section 00650 Page 1
SECTION 00650
LIEN WAIVER RELEASE
(CONTRACTOR)
TO: City of Fort Collins, Colorado (OWNER)
FROM: (CONTRACTOR)
PROJECT:5942 Lee Martinez Farm Addition
1. The CONTRACTOR acknowledges having received payment, except retainage
from the OWNER for all work, labor, skill and material furnished,
delivered and performed by the CONTRACTOR for the OWNER or for anyone in
the construction, design, improvement, alteration, addition or repair of
the above described project.
2. In consideration of such payment and other good and valuable
consideration, the receipt and adequacy of which are hereby acknowledged,
the CONTRACTOR voluntarily waives all rights, claims and liens, including
but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270
a and b), stop notices, equitable liens and labor and material bond
rights which the CONTRACTOR may now or may afterward have, claim or
assert for all and any work, labor, skill or materials furnished,
delivered or performed for the construction, design, improvement,
alteration, addition or repair of the above described project, against
the OWNER or its officers, agents, employees or assigns, against any fund
of or in the possession or control of the OWNER, against the project or
against all land and the buildings on and appurtenances to the land
improved by the project.
3. The CONTRACTOR affirms that all work, labor and materials, furnished,
delivered or performed to or for the construction, design, improvement,
alteration, addition or repair of the project were furnished, delivered
or performed by the CONTRACTOR or its agents, employees, and servants, or
by and through the CONTRACTOR by various Subcontractors or materialmen or
their agents, employees and servants and further affirms the same have
been paid in full and have released in full any and all existing or
possible future mechanic's liens or rights or claims against the project
or any funds in the OWNER'S possession or control concerning the project
or against the OWNER or its officers, agents, employees or assigns
arising out of the project.
4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender,
if any, and the Surety on the project against and from any claim
hereinafter made by the CONTRACTOR'S Subcontractors, materialmen,
employees, servants, agents or assigns against the project or against the
OWNER or its officers, employees, agents or assigns arising out of the
7/96 Section 00650 Page 2
project for all loss, damage and costs, including reasonable attorneys
fees, incurred as a result of such claims.
5. The parties acknowledge that the description of the project set forth
above constitutes and adequate description of the property and
improvements to which this Lien Waiver Release pertains. It is further
acknowledged that this Lien Waiver Release is for the benefit of and may
be relied upon by the OWNER, the lender, if any, and Surety on any labor
and material bonds for the project.
Signed this day of , 20__.
CONTRACTOR
By:
Title:
ATTEST:
Secretary
STATE OF COLORADO )
)ss.
COUNTY OF LARIMER )
Subscribed and sworn to before me this day of
20__, by
Witness my hand and official seal.
My Commission Expires: .
Notary Public
7/96 Section 00660 Page 1
SECTION 00660
CONSENT OF SURETY
TO: City of Fort Collins, Colorado
(hereinafter referred to as the "OWNER")
CONTRACTOR:
PROJECT: 5942 Lee Martinez Farm Addition
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-4.2 Subsurface and Physical Conditions:
A. Add the following language to paragraph 4.2.1 of the
General Conditions.
4.2.1.1.1 The following report(s) of exploration and tests
of subsurface conditions at the site of the Work:
CTL/THOMPSON INCORPORATED
SOILS AND FOUNDATIONINVESTIGATION
ADDITION TO THE ADMINISTRATION BUILDING
THE FARM AT LEE MARTINEZ PARK
FORT COLLINS, COLORADO
Project No. FC03527-125
June 30, 2005
Contractor may rely upon the accuracy of the technical data
contained in the geotechnical documents, but not upon
nontechnical data, interpretations or opinions contained
therein or upon the completeness of any information in the
report.
B. 4.2.1.2.1 No drawing of physical conditions in or relating
to existing surface or subsurface structures (except
Underground Facilities referred to in Paragraph 4.3) which
are at or contiguous to the site have been utilized by the
Engineer in preparation of the Contract Documents, except
the following:
SC-5.4.8 Limits of Liability
A. Add the following language at the end of paragraph 5.4.8.
The limits of liability for the insurance required by the
paragraph numbers of the General Conditions listed below are as
follows:
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).
SC-8.10 OWNER’s Project Manager
A. Add the following language to ARTICLE 8:
8.10. The OWNER will provide a Project Manager. The CONTRACTOR shall
direct all questions concerning Contract interpretation, Change
Orders, and other requests for clarification or instruction to
the Project Manager.
8.10.1 Authority: The Project Manager will be the OWNER's
representative during the construction of the project. The
Project Manager shall have the authority set forth in the
OWNER's Capital Project Procedures Manual. The Project Manager
shall have the authority to reject work and materials whenever
such rejection may be necessary to ensure the proper
performance of the Work in accordance with the Contract
Documents.
8.10.2 Duties and Responsibilities: The Project Manager will make
periodic visits to the project site to observe the progress and
quality of the Work and to determine, in general, if the Work
is proceeding in accordance with the Contract Documents. The
Project Manager shall not be required to make comprehensive or
continuous inspections to check the progress or quality of the
Work. The Project Manager shall not be responsible for
construction means, methods, techniques, sequences, or
procedures, or for safety precautions or programs in connection
with the Work, or for any failure of the Contractor to comply
with laws and regulation applicable to the performance or
furnishing of the Work. Visits and observations made by the
Project Manager shall not relieve the CONTRACTOR of his
obligation to conduct comprehensive inspections of the Work, to
furnish materials and perform acceptable Work, and to provide
adequate safety precautions in conformance with the Contract
Documents. The Project Manager shall at all times have access
to the Work. The CONTRACTOR shall provide facilities for such
access so the Project Manager may perform his or her functions
under the Contract Documents.
00800-2
8.10.3 One or more Resident Construction Inspector(s) (RCI) may be
assigned to assist the Project Manager in providing observation
of the Work, to determine whether or not the Work is proceeding
according to the construction documents. CONTRACTOR will
receive written notification from the OWNER of any RCI
assignments. The RCI shall not supervise, direct or have
control or authority over, nor be responsible for, CONTRACTOR's
means, methods, techniques, sequences or procedures of
construction or the safety precautions and programs incident
thereto, or for any failure of CONTRACTOR to comply with Laws
and Regulations applicable to the furnishing or performance of
the Work. The RCI will not be responsible for CONTRACTOR's
failure to perform or furnish the Work in accordance with the
Contract Documents. The RCI's dealings in matters pertaining
to the on-site work will be to keep the Project Manager
properly apprised about such matters.
8.10.4 Communications: All instructions, approvals, and decisions of
the Project Manager shall be in writing. The CONTRACTOR may
not rely on instructions, approvals, or decisions of the
Project Manager until the same are reduced to writing.
SC-12.3 Add the following language to the end of paragraph 12.3.
Contractor will include in the project schedule 0 days lost due to
abnormal weather conditions. Must be documented and approved by City’s
Project Representative.
SC-13.12 Correction Period:
13.12.1If within one year after the date of Substantial Completion or
such longer period of time as may be prescribed by Laws or
Regulations or by the terms of any applicable special guarantee
required by the Contract Documents or by any specific provision
of the Contract Documents, an Work is found to be defective,
CONTRACTOR shall promptly, without cost to OWNER and in
accordance with OWNER’s written instructions . . .
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
Section 00970 Page 1
Section 00970 Page 2
Section 00970 Page 3
Section 00970 Page 4
Section 00970 Page 5
01010 - 1
0237.07
SECTION 01010
SUMMARY OF WORK
PART 1 GENERAL
1.01 PROJECT SITE
A. Location: The Farm at Lee Martinez Park is located at 600 N. Sherwood Street, Fort
Collins, Colorado.
B. Related requirements or conditions specified elsewhere:
1. Section 01020, Allowances.
2. Section 01022, Unit Prices.
3. Section 01030, Alternates.
4. Section 01046, Access to Site.
1.02 DESCRIPTION OF THE WORK
A. General: The work consists of the construction of a 694 square foot addition to the Farm
Administrative Building including, but not limited to, building envelop from foundation
through finishes, related site work, utilities, landscaping, as described in the contract
documents.
B. Unless otherwise provided, Contractor shall provide, at his expense, all materials, labor,
equipment, tools, transportation and utilities, including cost of connection necessary for
successful completion of the project.
C. It is the intent of the Owner not to disturb the normal functions of the complex, its residents
and their visitors, employees, vendors, suppliers, contractors or related outside businesses
during the work of this project.
D. The Contractor shall be responsible for seeing that all contractors, subcontractors, suppliers
and workmen associated with the project conduct themselves in a professional and
businesslike manner while on the site.
1. Alcoholic beverages and smoking will not be permitted on the site, anywhere within
the Owner's facilities or on the Owner's property.
2. All workers shall refrain from the use of profane or abusive language and other
forms of harassment on the site.
3. Other specific conditions of this Section shall be as arranged at the Pre-Construction
Conference.
4. Refer to Section 01046 for specific rights of the Owner's principal representative.
1.03 CONTRACTOR QUALIFICATIONS
A. Contractor Qualifications: General Contractor shall have completed at least three (3)
projects of similar size and scope within the past two (2) years.
1. Contractor shall hold a Class C-1 Contractor’s License with the City of Fort Collins.
B. Superintendent Qualifications: Refer to Section 01041.
1.04 FORM OF BID AND/OR CONSTRUCTION CONTRACT
A. The work of this Project shall be bid and construction contracts awarded on the following
basis, unless otherwise modified in the General or Supplementary Conditions of the
Contract:
1. Lump sum basis, including approved Alternates.
1.05 WORK BY OTHERS (if necessary)
01010 - 2
0237.07
A. The Owner shall furnish and install all offsite improvements, including street improvements,
utility extensions and stormwater systems by separate contract.
END OF SECTION
0237.05
01025-1
SECTION 01025
MEASUREMENT AND PAYMENT
PART 1 GENERAL
1.01 WORK INCLUDED
A. This Section covers methods of measurements and payment for items of Work covered in
the Bid Form/Bid Schedule.
1. Owner will not pay for defective work and will not pay for repair or additional work
required to bring the project to a point of acceptance.
B. Bid Price.
1. The Total Bid Price covers all Work required by the Contract Documents. All work
not specifically set forth as a pay item in the Bid Form shall be considered a
subsidiary obligation of the Contractor and all costs in connection therewith shall be
included in the prices bid for the various items of Work.
2. Prices shall include all costs in connection with the proper and successful
completion of the Work, including furnishing all materials, equipment and tools,
performing all labor and supervision to fully complete the Work, associated General
Conditions and Division 1 expenses associated with the Work, and the costs of
Contractor overhead, profit and bonding applicable to the particular Bid Item.
C. Related work specified elsewhere:
1. Bid Form/Bid Schedule.
END OF SECTION
01026 - 1
0237.07
SECTION 01026
APPLICATIONS FOR PAYMENT
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Submit Applications for Payment to Owner in accordance with the schedule established by
the General and Supplementary Conditions of the Contract and Owner-Contractor
Agreement.
B. Related requirements specified elsewhere:
1. Owner-Contractor Agreement:
a. Lump sum and unit prices.
b. Progress payments, retainages and final payment.
c. Allowable progress payments for Contractor overhead, profit and Division I
expenses.
2. Bid Form.
3. General and Supplementary Conditions:
a. Retainages.
b. Liquidated damages, if applicable.
c. Partial release of lien affidavits.
4. Section 01370, Schedule of Values.
5. Section 01700, Contract Closeout.
6. Section 01730, Operating and Maintenance Data.
1.02 FORMAT AND DATA REQUIRED
A. Submit itemized Applications typed on standard City of Fort Collins forms, unless otherwise
approved.
B. Provide itemized data on continuation sheet. Format, schedule, line items and values shall
be those of the Schedule of Values accepted by Architect.
C. Applications for payment shall include only that material, labor and/or stored material in
place as of the date of Application.
1.03 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT
A. Application Form:
1. Form shall be completed and notarized by a Notary Public, state of Colorado.
2. Fill in required information, including that for Change Orders executed prior to date
of submittal of Application. Incomplete Application forms shall be returned to the
Contractor and not processed.
3. Fill in summary of dollar values to agree with respective totals indicated on continua-
tion sheets.
4. Certification shall be executed with signature of a responsible officer of contract firm.
B. Continuation Sheets:
1. Fill in total list of all schedule component items of work with item number and
scheduled dollar value for each item.
2. Fill in dollar value in each column for each scheduled line item when work has been
performed or products stored, as of date of Application.
3. List each Change Order executed prior to date of Application at the end of the
continuation sheets.
a. List by Change Order number and description, as for an original component item of
work.
01026 - 2
0237.07
C. Retainage: The Owner shall withhold retainage from each progress payment, as stipulated
in the General and Supplementary Conditions. Contractor shall reflect the amount retained
on each Application for Payment.
D. Partial Release of Liens Affidavit: Contractor shall submit a Partial Release of Liens
Affidavit with each Application for Payment certifying payment to Subcontractors, material
suppliers or other entities having provided labor, materials and equipment related to the
Work covered by the previous Application for Payment, as specified in the General and
Supplementary Conditions.
E. Prior to acceptance of Application for Payment, Contractor shall show that project record
drawings are current and up to date per Section 01720, as requested by the Architect or
Owner.
F. Prior to acceptance of Final Application for Payment, Contractor shall submit complete
operating and maintenance manuals for review and acceptance by the Architect and Owner.
Refer to paragraph 1.06 below.
1.04 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS
A. When the Owner requires substantiating data, Contractor shall submit suitable information
with a cover letter identifying:
1. Project name, Application number and date.
2. Detailed list of enclosures.
3. Stored materials may be submitted for payment, provided they are stored on site, in
the Subcontractor’s insured facility, or in a bonded warehouse facility as of the date
of Application.
a. Submit item number and identification as shown on Application, description of
specific material.
b. Submit certificate of insurance indicating coverage of stored materials, if
requested by the Owner.
B. Submit one (1) copy of data for each copy of Application.
1.05 PREPARATION OF APPLICATION FOR FINAL PAYMENT
A. Fill in Application form as specified for progress payments.
B. Use continuation sheet for presenting the final statement of accounting as specified in
Section 01700, Contract Close-Out.
1.06 SUBMITTAL PROCEDURE
A. Submit Applications for Payment to Architect within the time limitations and deadlines
stipulated in the Agreement.
B. Number: Four (4) copies of each Application, or as established at the Pre-Construction
Conference.
C. When Architect finds Application properly completed and correct, he will transmit Certificate
for Payment to Owner within seven (7) calendar days.
D. Final Certificate for Payment shall be processed only after operating and maintenance
manuals have been received, reviewed and accepted by the Architect and Owner.
END OF SECTION
01027 - 1
0237.07
SECTION 01027
CHANGE ORDER PROCEDURES
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Contractor shall prepare and promptly implement Change Order procedures:
1. Provide full written data required to evaluate proposed changes in the Contract Sum
or extensions of the Contract Time.
2. Maintain detailed records of work done on a time-and-material/force-account basis.
3. Maintain detailed records of weather-related delays to substantiate claims for
additional time.
B. Designate in writing the member of Contractor's organization who is authorized to accept
changes in the work.
C. Related requirements specified elsewhere:
1. Owner-Contractor Agreement and Conditions of the Contract:
a. Methods of determining cost or credit to Owner resulting from changes in the work
made on a time-and-material basis.
b. Contractor's claims for additional costs.
c. Allowable limits for Contractor's overhead and profit.
d. Established unit prices.
2. Section 01026, Applications for Payment.
3. Section 01046, Access to Site: Designation of Owner's Principal Representative,
authorized to execute change orders.
4. Section 01310, Construction Schedules.
5. Section 01370, Schedule of Values.
6. Section 01600, Material and Equipment: Substitutions.
7. Section 01720, Project Record Documents.
1.02 DEFINITIONS
A. Change Order: See General Conditions. Use City of Fort Collins standard Change Order
form included in the project manual, Section 00950.
B. Field Order, CSI Form 13.4A: A written order, instructions or interpretations signed by
Architect, and/or, Owner’s Representative making minor changes in the work not involving a
change in Contract Sum or Contract Time.
C. Proposal Request, AIA Document G709: A written request by the Owner or Architect
describing proposed changes in the work and requesting change order pricing from the
Contractor, but not authorizing the work to be completed until approved in writing by the
Owner.
D. Work Change Directive, standard City of Fort Collins form: A written order to the Contractor
signed by Owner and Architect which amends the Contract Documents as described and
authorizes Contractor to proceed with a change which affects the Contract Sum or the
Contract Time, for inclusion in a subsequent Change Order.
01027 - 2
0237.07
1.03 PRELIMINARY PROCEDURES
A. Owner or Architect may initiate changes by submitting a Proposal Request to Contractor.
Request will include:
1. Detailed description of the change, products and location of the change in the
project.
2. Supplementary or revised Drawings and Specifications.
3. The projected time span for making the change and a specific statement as to
whether overtime work is or is not authorized.
4. A specific period of time during which the requested price will be considered valid.
5. Such request is for information only and is not an instruction to execute the changes
or to stop work in progress.
B. Contractor may initiate changes by submitting a written notice to Architect containing:
1. Description of the proposed changes.
2. Statement of the reason for making the changes.
3. Statement of the affect on the Contract Sum and the Contract Time.
4. Statement of the affect on the work of separate contractors.
5. Documentation supporting any change in Contract Sum or Contract Time as
appropriate.
C. Changes in the work affecting construction cost and/or contract time shall not be started
without a fully executed Change Order or other written authorization (such as a Work
Change Directive) from the Owner and Architect, in accordance with the General and
Supplementary Conditions.
1.04 CONSTRUCTION CHANGE AUTHORIZATION
A. In lieu of a Proposal Request, Architect or Owner may issue a Construction Change
Authorization or a Work Change Directive for Contractor to proceed with a change for
subsequent inclusion in a Change Order.
B. Authorization will describe changes in the work, both additions and deletions, with
attachments of revised Contract Documents to define details of the change and will
designate the method of determining any change in the Contract Sum and any change in
Contract Time.
C. Owner and/or Architect will sign and date the Construction Change Authorization or Work
Change Directive as authorization for the Contractor to proceed with the changes.
D. Contractor will sign and date the Construction Change Authorization to indicate agreement
with the terms therein.
1.05 DOCUMENTATION OF PROPOSALS AND CLAIMS
A. Support each quotation for a lump sum proposal and for each unit price which has not
previously been established with sufficient substantiating data to allow Architect and Owner
to evaluate the quotation.
1. Labor and equipment required.
2. Materials required:
a. Recommended source of purchase and unit cost.
b. Quantities required.
3. Taxes, insurance and bonds.
4. Credit for work deleted from Contract similarly documented.
5. Overhead and profit. Refer to Supplemental Conditions of the Contract for
established limits, if applicable.
6. Justification for any change in Contract Time.
B. Support each claim for additional costs and for work done on a time-and-material/force-
account basis, with documentation as required for a lump sum proposal plus additional
01027 - 3
0237.07
information:
1. Name of the Owner's authorized agent who ordered the work and date of the order.
2. Dates and times work was performed and by whom.
3. Time record, summary of hours worked and hourly rates paid.
4. Receipts and invoices for:
a. Equipment used, listing dates and times of use.
b. Products used, listing quantities.
c. Subcontracts.
C. Document requests for substitutions for products as specified in Section 01600.
D. Support each claim for additional time due to weather-related delays with the following daily
information:
1. Statement of the reason for requesting an extension to the Contract Time due to the
weather, including the materials or trades affected and the adverse effects of the
weather upon these items.
2. Weather conditions at the site of the project for each day requested.
3. Temperature in Fahrenheit at the site for each day requested.
4. Any additional information requested by the Owner.
1.06 PREPARATION OF CHANGE ORDERS
A. Contractor shall prepare each Change Order, unless Owner or Architect is authorized to
prepare Change Orders at the Pre-Construction Conference.
B. Form: Change Order; Owner provided form.
C. Change Order will describe changes in the work, both additions and deletions, with
attachments of revised Contract Documents to define details of the change.
D. Change Order will provide an accounting of the adjustment in the Contract Sum and the
Contract Time.
1.07 LUMP SUM/FIXED PRICE CHANGE ORDER
A. Content of Change Orders will be based on either:
1. Architect's Proposal Request and Contractor's response as mutually agreed
between Owner and Contractor; or
2. Contractor's proposal for a change as recommended by Architect.
B. Owner and Architect will sign and date the Change Order as authorization for the Contractor
to proceed with the changes.
C. Contractor will sign and date the Change Order to indicate agreement with the terms
therein.
1.08 UNIT PRICE CHANGE ORDER
A. Content of Change Orders will be based on either:
1. Architect's definition of the scope of the required changes.
2. Contractor's proposal for a change as recommended by Architect.
3. Survey of completed work.
B. The amounts of the unit prices to be either:
1. Those stated in the Agreement.
2. Those mutually agreed upon between Owner and Contractor.
C. When quantities of each of the items affected by the Change Order can be determined prior
to start of the work:
1. Owner and Architect will sign and date the Change Order as authorization for
Contractor to proceed with the changes.
2. Contractor will sign and date the Change Order to indicate agreement with the terms
therein.
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0237.07
D. When quantities of the items cannot be determined prior to start of the work:
1. Architect or Owner will issue a Construction Change Authorization or Work Change
Directive directing Contractor to proceed with the change on the basis of unit prices
and will cite the applicable unit prices.
2. At completion of the change, Architect will determine the cost of such work based on
the unit prices and quantities used.
a. Contractor shall submit documentation to establish the number of units of each item
and any claims for a change in Contract Time.
3. Architect will sign and date the Change Order to establish the change in Contract
Sum and in Contract Time.
4. Owner and Contractor will sign and date the Change Order to indicate their
agreement with the terms therein.
1.09 TIME AND MATERIAL/FORCE ACCOUNT CHANGE ORDER/CONSTRUCTION CHANGE
AUTHORIZATION
A. Architect and Owner will issue a Construction Change Authorization or Work Change
Directive directing Contractor to proceed with the changes.
B. At completion of the change, Contractor shall submit itemized accounting and supporting
data as provided in paragraph 1.05, Documentation of Proposals and Claims.
C. Architect will determine the allowable cost of such work as provided in General Conditions
and Supplementary Conditions.
D. Architect and Owner will sign and date the Change Order to establish the change in
Contract Sum and in Contract Time.
E. Contractor will sign and date the Change Order to indicate their agreement therein.
F. Owner must approve in writing and on a daily basis all time and material Change Orders.
1.10 CONTRACTOR OVERHEAD AND PROFIT
A. General: Allowable limits to the Contractor's and Subcontractors' mark-ups on Change
Orders shall be as established in the Supplementary Conditions of the Contract.
1.11 CORRELATION WITH CONTRACTOR'S SUBMITTALS
A. Periodically revise Schedule of Values and Application for Payment forms to record each
change as a separate item of work and to record the adjusted Contract Sum.
B. Periodically revise the Construction Schedule to reflect each change in Contract Time.
1. Revise subschedules to show changes for other items of work affected by the
changes.
C. Upon completion of work under a Change Order, enter pertinent changes in Record
Documents.
END OF SECTION
01040 - 1
0237.07
SECTION 01040
COORDINATION
PART 1 GENERAL
1.01 COORDINATION REQUIREMENTS
A. Contractor shall be responsible for the overall coordination of all civil, landscape and urban
design, architectural, structural, mechanical and electrical components and systems that are
a part of this project.
1. Coordinate components and systems prior to purchasing or fabricating.
2. Coordinate materials, equipment and fixtures supplied by various trades for
compatibility with the final installation.
B. Coordinate all work included in the Construction Documents, including but not limited to the
following construction trades:
1. Demolition.
2. Earthwork, excavation and grading.
3. Onsite utilities, including utilities designed by other jurisdictions.
4. Cast-in-place concrete.
5. Structural steel and metalwork.
6. Carpentry and cabinetwork.
7. Building and roof insulation.
8. Roofing and flashings.
9. Doors, windows and glazing systems.
10. Painting and finishing.
11. Flooring and hard surfaces.
12. Specialties.
13. Equipment.
14. Mechanical and plumbing systems.
15. Electrical systems.
C. Coordinate scheduling, submittals and work of the Drawings and various Sections of
Specifications to assure efficient and orderly sequence of installation of interdependent
construction elements.
D. Coordinate and verify that utility requirement characteristics of operating equipment are
compatible with the building utilities. Interruption of utility services shall be scheduled with
and subject to the approval of the Owner seven (7) business days prior to the interruption.
E. Coordinate utility locates and utility designs with the City of Fort Collins and other
jurisdictions having authority over the project. Refer to Section 01060.
F. Related requirements specified elsewhere:
1. General and Supplementary Conditions: Contractor's Responsibilities.
2. Section 01010, Summary of Work.
3. Section 01050, Field Engineering.
4. Section 01060, Regulatory Requirements.
5. Section 01600, Materials and Equipment: Substitutions.
6. Section 06100, Rough Carpentry: General project coordination.
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0237.07
1.02 RELATED WORK BY OTHERS
A. Coordinate as required with the Owner for related work, as shown on the Drawings or
specified herein, to be performed by the Owner's own forces or by separate contract from
this project. Refer to Section 01010.
1.03 COORDINATION OF SCHEDULES
A. Coordinate schedule of construction activity with the Owner's continued use of the facility
and site. Refer to Section 01046, Access to Site.
B. Coordinate schedule of construction activity with the Owner and other Contractors as
necessary to facilitate the related work by others described above.
1.04 COORDINATION MEETINGS
A. In addition to progress meetings specified in Section 01200, Contractor shall hold
coordination meetings and pre-installation conferences with personnel and Subcontractors
to assure coordination of work.
1.05 COORDINATION OF SUBMITTALS
A. General: Schedule and coordinate all submittals specified in Section 01340 or other
Sections.
B. Coordinate work of various Sections having interdependent responsibilities for installing,
connecting to and placing in service such equipment.
C. Coordinate requests for substitutions to assure compatibility of space, operating elements
and the effect on work of other Sections.
1.06 COORDINATION OF SPACE
A. Coordinate use of project space and sequence of installation of mechanical and electrical
work which is indicated diagrammatically on the Drawings. Follow routing shown for pipes,
ducts and conduits as closely as practicable, with due allowance for available physical
space; make runs parallel with lines of building. Utilize space efficiently to maximize
accessibility for other installations, for maintenance and for repairs.
B. In finished areas, except as otherwise shown, conceal pipes, ducts and wiring in the
construction. Coordinate locations of fixtures and outlets with finish elements.
1.07 COORDINATION OF CONTRACT CLOSE-OUT
A. Coordinate completion and cleanup of work of separate Sections in preparation for
Substantial Completion.
B. Assemble and coordinate close-out submittals specified in Section 01700.
C. After Owner's occupancy of premises, coordinate access to the site by various Sections for
correction of defective work and work not in accordance with Contract Documents to
minimize the disruption of Owner's activities.
END OF SECTION
0237.05
01045-1
SECTION 01045
CUTTING AND PATCHING
PART 1 GENERAL
1.01 WORK INCLUDED
A. Requirements and limitations for cutting and patching of the work. Cutting and patching
shall be as required to provide a complete and finished project.
B. Related work specified elsewhere:
1. Section 01600, Materials and Equipment: Substitutions.
2. Section 02070, Selective Demolition.
1.02 SUBMITTALS
A. Submit written request in advance of cutting or alteration which affects:
1. Structural integrity of any element of the project.
2. Building, fire, life safety or handicapped accessibility compliance of the project.
3. Integrity of weather-exposed or moisture-resistant elements.
4. Efficiency, maintenance or safety of any operational element.
5. Visual or aesthetic qualities of sight-exposed elements.
B. Include in request:
1. Location and description of affected work.
2. Necessity for cutting or alteration.
3. Description of proposed work and products to be used.
4. Alternatives to cutting and patching.
5. Effect on work of Owner or separate Contractor, if any.
6. Date and time work will be executed.
PART 2 PRODUCTS
2.01 MATERIALS
A. Materials used in cutting and patching shall be those required for, or to match, original
construction.
B. For any change in materials, submit request for substitution in accordance with Section
01600.
PART 3 EXECUTION
3.01 CUTTING AND PATCHING
A. Execute cutting, fitting and patching as required for a complete and finished project.
1. Contractor shall be responsible for cutting and patching as required for the comple-
tion of the work. No cutting shall be done without approval of the Architect or Owner
as to location, method and extent of cutting.
0237.05
01045-2
2. Fit work tight to adjacent elements. Maintain integrity of wall, roof, ceiling or floor
constructions and finishes. Refinish surfaces to match adjacent finishes.
3. Minimize extent of necessary cutting and patching. Thoroughly explore alternatives
to cutting and patching.
4. Remove and replace defective and non-conforming work.
5. Provide openings in elements of the work for mechanical and electrical penetrations,
work of other trades or Subcontractors.
B. Cutting, patching and fitting shall be performed by personnel or subcontractors skilled in the
particular trades or Sections of the work involved.
C. Perform cutting by methods which will prevent damage to other portions of the work and
provide proper surfaces to receive installation of repair and new work.
D. Perform fitting and adjusting of products to provide finished installation complying with the
specified tolerances and finishes.
END OF SECTION
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0237.07
SECTION 01070
ABBREVIATIONS
PART 1 GENERAL
1.01 DEFINITIONS
A. Wherever used in these Specifications, the following abbreviations shall have the meanings
indicated:
AAMA American Architectural Manufacturers Association
AASHTO American Association of State Highway & Transportation Officials
ADA Americans with Disabilities Act
AIA American Institute of Architects
AISC American Institute of Steel Construction
AISI American Iron and Steel Institute
AITC American Institute of Timber Construction
ANSI American National Standards Institute
ASME American Society of Mechanical Engineers
ASTM American Society for Testing and Materials
AWI Architectural Woodwork Institute
AWS American Welding Society
AWWA American Water Works Association
CDOT Colorado Department of Transportation
CISPI Cast Iron Soil Pipe Institute
CRSI Concrete Reinforcing Steel Institute
CS Commercial Standard
EEI Edison Electric Institute
FS Federal Specifications
IBBM Iron Body, Bronze Mounted
IBC International Building Code
IEEE Institute of Electrical and Electronics Engineers
IRC International Residential Building Code
ISA Institute Society of America
IGCC Insulating Glass Certification Council
LEED Leadership in Energy and Environmental Design
MBMA Metal Building Manufacturer’s Association
MCC Motor Control Center
MCIP Motor Control Instrument Panel
MSL Mean Sea Level
MSS Manufacturer's Standardization Society of the Valves and Fittings
NBS National Bureau of Standards
NEC National Electric Code
NEMA National Electrical Manufacturers Association
NFRC National Fenestration Rating Council
NFoPA National Forest Products Association
NPT National Pipe Thread
NRS Non-Rising Stem
NWMA National Woodwork Manufacturer’s Association
PIMA Polyisocyanurate Insulation Manufacturer’s Association
RPM Revolutions per minute
SDI Steel Deck Institute
SJI Steel Joist Institute
01070 - 2
0237.07
SMACNA Sheet Metal and Air Conditioning Contractors National Association, Inc.
SPRI Single-Ply Roofing Institute
TCA Tile Council of America
UBC Uniform Building Code
UCBC Uniform Code for Building Conservation
UFC Uniform Fire Code
UL Underwriter’s Laboratories
UMC Uniform Mechanical Code
UPC Uniform Plumbing Code
END OF SECTION
01200 - 1
0237.07
SECTION 01200
PROJECT MEETINGS
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Owner shall schedule and administer Pre-Bid and Pre-Construction Conferences.
B. Contractor shall schedule and administer periodic progress meetings and specially called
meetings throughout progress of the work.
1. Prepare agenda for meetings and conduct meetings.
2. Record the minutes, including significant proceedings and decisions.
3. Reproduce and distribute copies of minutes within five (5) days after each meeting
to all participants in the meeting and parties affected by decisions made at the
meeting.
4. Prepare and regularly update an “open items list” to document and track required
decisions and pending changes.
C. Representatives of contractors, subcontractors and suppliers attending meetings shall be
qualified and authorized to act on behalf of the entity each represents.
D. Owner's representative will attend meetings to ascertain that work is expedited consistent
with Contract Documents and construction schedules.
1.02 PRE-CONSTRUCTION MEETING
A. Owner shall schedule and administer the Pre-Construction Conference within five (5)
working days after the date of Notice to Proceed.
B. Location: A central site, convenient for all parties, designated by the Owner.
C. Attendance:
1. Owner's principal representative.
2. Contractor's project manager and superintendent.
3. Major subcontractors.
D. Agenda:
1. Distribution and discussion of:
a. List of major subcontractors.
b. Project construction schedules.
c. Schedule of Values.
d. Contractor's staging plan.
2. Critical work sequencing.
3. Major equipment deliveries and priorities.
4. Project coordination.
a. Designation of responsible personnel.
5. Procedures and processing of:
a. Field decisions.
b. Proposal requests.
c. Submittals, shop drawings and samples.
d. Change Orders.
e. Applications for Payment.
f. Certified payroll reports for Davis-Bacon wage reporting, if applicable.
6. Adequacy of distribution of Contract Documents.
7. Procedures for maintaining Record Documents.
8. Use of premises:
a. Field office, work and storage areas.
01200 - 2
0237.07
b. Owner's use of site and grounds.
9. Construction facilities, controls and construction aids.
10. Temporary utilities.
11. Safety and first-aid procedures.
12. Security procedures and temporary site or building fencing and enclosures.
13. Housekeeping procedures.
14. Pending changes and substitutions by Change Order.
15. Installation of project sign.
1.03 PROGRESS MEETINGS
A. Contractor shall schedule and administer regular weekly meetings as determined at the
Pre-Construction Conference and specially called meetings as required by progress of the
work.
B. Location of the Meetings: As designated by Contractor and coordinated with the Owner's
principal representative.
C. Attendance:
1. Contractor’s project manager and on-site superintendent.
2. Owner's principal representative.
3. Architect and his professional consultants, as needed.
4. Subcontractors as appropriate to the agenda.
5. Others as appropriate.
D. Suggested Agenda:
1. Review of work progress since previous meeting.
2. Field observations, problems and conflicts.
3. Review of off-site fabrication and delivery schedules.
4. Revisions to the construction schedule.
5. Progress and schedule during succeeding work period.
6. Review submittal schedules and expedite as required.
7. Maintenance of quality standards.
8. Pending changes and substitutions, with review of the proposed changes for:
a. Effect on construction schedule and completion date.
b. Effect on other contracts of the project.
9. Review of Contractor's application for progress/final payment.
10. Walk-through inspection of the work in progress by the Owner's representative,
Architect and his consultants, as necessary, and General Contractor.
Subcontractors will only be involved in these walk-throughs as requested by the
Owner or Architect.
END OF SECTION
01310 - 1
0237.07
SECTION 01310
CONSTRUCTION SCHEDULES
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Contractor shall prepare and submit to the Owner/Architect estimated construction progress
schedules for the work with subschedules of related activities which are essential to its
progress.
B. Submit revised progress schedules periodically, as determined in the Pre-construction
Conference.
C. Related requirements specified elsewhere:
1. General and Supplementary Conditions, and Conditions of the Contract: Liquidated
Damages.
2. Section 01040, Coordination.
3. Section 01200, Project Meetings.
4. Section 01340, Shop Drawings, Product Data and Samples.
5. Section 01700, Contract Close-Out.
1.02 FORM OF SCHEDULES
A. Type: Schedules will be computer generated, using software specifically designed for this
intent, and shall be capable of automatically adjusting critical path entries.
B. Prepare schedules in a continuous flow, both daily and weekly formats.
1. Provide separate horizontal bar for each trade, supplier or subcontractor.
2. Horizontal Time Scale: Identify the first workday of each week.
3. Scale and Spacing: As required to allow space for notations and future revisions.
4. Minimum Size: 8-1/2" x 11".
C. Format of Listing: Table of Contents of this project manual.
D. Format of Scheduling: Chronological order of the start of each item of work.
E. Identification of Listings: By major specification section numbers as a minimum.
1. Listings shall be complete enough to include each item of work that is sizable
enough to affect either the start of, or completion of, other areas of the work.
1.03 CONTENT OF SCHEDULES
A. Construction Progress Schedule:
1. Show the complete sequence of construction by activity.
2. Show the dates for the beginning and completion of each major element of
construction, based upon the Schedule of Values.
3. Substantial completion, punch list completion, final completion and contract close-
out shall be included.
B. Final Completion Schedule: Contractor shall update the latest progress schedule through
contract close-out.
C. Nothing in these requirements shall be deemed to be a usurpation of the Contractor's
authority and responsibility to plan and schedule the work as he sees fit, subject to all other
requirements of the Contract Documents.
1.04 SUBMISSIONS
A. Submit initial schedule within fifteen (15) days after Award of Contract.
01310 - 2
0237.07
1. Owner/Architect will review schedules and return review copy within ten (10) days
after receipt, if modifications are required.
2. If required, resubmit within seven (7) days after return of review copy.
B. Submit revised progress schedules with each Application for Payment indicating actual work
progress in comparison to scheduled progress. Schedules will be reviewed at normally
scheduled meetings, as set forth in Section 01200.
C. Submit final schedule with contract close-out documentation.
1.05 DISTRIBUTION OF SCHEDULES
A. Distribute copies of the reviewed schedules to:
1. Job site file.
2. Owner's representative.
3. Architect.
4. Other concerned parties.
B. Instruct recipients to report promptly to the Contractor in writing any problems anticipated by
the projections shown in the schedules.
END OF SECTION
01340 - 1
0237.07
SECTION 01340
SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Coordinate and submit shop drawings, product data and samples required by the Contract
Documents.
B. Related requirements specified elsewhere:
1. Conditions of the Contract: Definitions and additional responsibilities of parties.
2. Section 01040, Coordination.
3. Section 01200, Project Meetings.
4. Section 01310, Construction Schedules.
5. Section 01720, Project Record Documents.
6. Division 15, Mechanical, and Division 16, Electrical.
1.02 SHOP DRAWINGS
A. Drawings shall be presented in a clear and thorough manner, with sufficient detail and
completeness to clearly illustrate all conditions of the specific installation.
1. Details shall be identified by reference to sheet and detail, schedule or room
numbers shown on Contract Drawings.
2. Shop drawings shall be returned unreviewed if, in the opinion of the Owner or
owner’s consultants, the drawings lack sufficient completeness or clarity to allow
their review.
B. Sheet size for all shop drawings shall be 8-1/2" x 11", 11" x 17" or 24" x 36".
C. Quantity and Format: Unless otherwise directed by the Owner, provide the following:
1. Shop Drawings: One (1) reproducible and three (3) prints or copies.
D. Cover Sheet: Each copy shall contain the Shop Drawing Identification Form, located at the
end of this Section.
1.03 PRODUCT DATA
A. Preparation:
1. Clearly mark each copy to identify pertinent products or models.
2. Show performance characteristics and capacities.
3. Show dimensions and clearances required.
4. Show wiring or piping diagrams and controls.
B. Manufacturer's standard schematic drawings and diagrams:
1. Modify drawings and diagrams to delete information which is not applicable to the
work.
2. Supplement standard information to provide information specifically applicable to the
work.
C. Quantity and Format: Unless otherwise directed by the Owner, provide the following:
1. Product Data: Minimum five (5) complete sets.
1.04 SAMPLES
A. Office samples shall be of sufficient size and quantity to clearly illustrate:
1. Functional characteristics of the product with integral related parts and attachment
devices.
01340 - 2
0237.07
2. Full range of color, textures and pattern.
B. Contractor shall coordinate and submit all samples requiring finish, texture or color selection
by the Owner so that these materials may be reviewed by the Owner as a complete
package. The Owner reserves the right to withhold finish and color selections until all such
samples have been submitted.
1.05 CONTRACTOR RESPONSIBILITIES
A. Contractor shall prepare and submit to the Owner a log of shop drawing, product data and
sample submittals, indicating schedules for submission and review of individual products or
equipment.
B. Contractor shall coordinate and make submittals promptly, in accordance with the approved
submittal schedule. The Owner shall not be responsible for delays in the work caused by
the Contractor’s failure to make submittals in a timely manner, the completeness and/or
accuracy of such submittals, or failure to allow adequate time for review of submittals by the
Owner or his professional consultants.
C. Contractor shall review shop drawings, product data and samples prior to submission to
Owner. Contractor shall determine and verify:
1. Quantities.
2. Field measurements.
3. Field construction criteria.
4. Catalog numbers and similar data.
5. Conformance with Specifications.
6. Completeness of submittal and compliance with the requirements of this Section.
D. Coordinate each submittal with requirements of the work and of the Contract Documents.
Contractor shall coordinate submittals between related items of work prior to purchasing or
fabricating.
E. Review of shop drawings and submittals by the Owner/Architect is only for general
conformance with design intent of the project and general compliance with the information
given in the Contract Documents. Contractor shall be responsible for meeting all
requirements of the Drawings and/or Specifications, whether noted in the Owner/Architect
review or not.
F. Notify the Owner/Architect in writing at time of submission of any deviations in the
submittals from requirements of the Contract Documents. The Contractor must submit in
writing any requests for modifications to the Drawings and Specifications. Shop drawings
submitted to the Owner/Architect for this review do not constitute "in writing" unless it is
noted that specific changes are being requested. Changes by means of shop drawings
become the sole responsibility of the Contractor.
G. Begin no fabrication or work which requires submittals until return of submittals with
Owner/Architect approval.
1.06 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. Number of submittals required:
1. Shop Drawings: As specified in paragraph 1.02.C.
2. Product Data: As specified in paragraph 1.03.C.
3. Samples: Submit one sample or set of samples of each item requested.
4. The Owner reserves the right to withhold review and approval of submittals until all
required copies have been furnished.
C. Submittals shall contain the following information, to be completed on the attached Shop
Drawing Identification Form:
1. Date of submission and the dates of any previous submissions.
01340 - 3
0237.07
2. Project title and number.
3. Contract identification.
4. Names of:
a. Contractor.
b. Supplier.
c. Manufacturer.
5. Field dimensions clearly identified as such.
6. Relation to adjacent or critical features of the work or materials.
7. Applicable standards such as ASTM or Federal Specification numbers.
8. Identification of any deviations from Contract Documents.
9. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of
products, field measurements and field construction criteria and coordination of the
information within the submittal with requirements of the work and of Contract
Documents.
1.07 OWNER RESPONSIBILITIES
A. Upon receipt, Owner shall distribute submittals to his professional consultants as applicable.
B. Owner and consultants shall review submittals in a timely manner, in accordance with the
requirements of General and Supplementary Conditions.
C. Owner shall return submittals to the Contractor, with stamp indicating approval, rejection,
required revisions, or description of requirements for resubmittal, if applicable.
D. Owner shall retain copy or copies of submittals.
1.08 RESUBMISSION REQUIREMENTS
A. General: Make any corrections or changes in the submittals required by the
Owner/Engineer and resubmit until approved. Resubmittals may be required for the
following reasons:
1. Incomplete or unclear submittals, or submittals which have not first been reviewed
and approved by the Contractor.
2. Lack of required number of copies of product data or shop drawings.
3. Extent of the revisions necessary in the submittal to meet the design intent and to be
properly reviewed.
4. Materials and/or fabrication details that do not meet the design or technical
requirements of the specifications.
5. All color and/or finish selections have not been submitted as a complete package.
B. Shop Drawing and Product Data: Revise initial drawings or data and resubmit as specified
for the initial submittal. Identify any revisions made.
C. Samples: Submit new samples as required for initial submittal.
01340 - 4
0237.07
1.09 DISTRIBUTION OF REQUIREMENTS
A. Contractor shall distribute reproductions of shop drawings and copies of product data which
carry the Owner/Architect stamp of review to:
1. Job site file.
2. Record Documents file.
3. Subcontractors.
4. Supplier or fabricator.
B. Architect shall distribute returned copies of shop drawings and product data to:
1. Owner's representative.
2. Consultants, as applicable.
01340 - 5
0237.07
SHOP DRAWING IDENTIFICATION FORM
DATE:
PROJECT:
ARCHITECT: ALLER•LINGLE ARCHITECTS, P.C.
712 WHALERS WAY, SUITE B-100
FORT COLLINS, CO 80525
(970) 223-1820
CONTRACTOR: NAME:
ADDRESS:
PHONE:
SUBCONTRACTOR: NAME:
CONTACT PERSON:
ADDRESS:
PHONE:
PRODUCT(S):
SPEC. SECTION(S):
*STAMP*
END OF SECTION
01370-1
0237.07
SECTION 01370
SCHEDULE OF VALUES
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Submit to the Owner and Architect a Schedule of Values allocated to the various portions of
the work. Upon request of the Architect, support the values with data which will substantiate
their correctness.
B. Schedule of Values shall be used only as the basis for the Contractor’s Applications for
Payment.
C. Related requirements specified elsewhere:
1. Conditions of the Contract.
2. Section 01026, Application for Payment.
1.02 FORM AND CONTENT OF SCHEDULE OF VALUES
A. Schedule of Values shall be submitted to the Owner/Architect within fifteen (15) days of
Award of Contract.
B. Format: Contractor’s standard forms or computer printouts. Identify schedule with:
1. Title of project and location.
2. Architect and project number.
3. Name and address of Contractor.
4. Name of Owner’s Representative.
5. Contract designation.
6. Date of submission.
C. Schedule shall list the installed value of the component parts of the work in sufficient detail
to serve as a basis for computing values for progress payments during construction.
1. List separately the costs associated with the materials and labor for each component
part of the work.
D. Basis: At a minimum, the Construction Specifications Institute 16 standard divisions of work
shall be used as the format for listing component items. Contractor may include additional
listings at their option.
1. Identify each line item with the number and title of the respective major section of
the Specifications.
2. Mechanical and Electrical: Provide separate line items for rough-in and finish work
for all plumbing, mechanical and electrical work.
E. For each major line item, list sub-values of major products or operations under the item.
F. Contractor’s overhead and profit shall be listed as a separate line item.
G. The sum of all values listed in the schedule shall equal the total Contract Sum.
END OF SECTION
01400 - 1
0237.07
SECTION 01400
QUALITY CONTROL
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. General quality control of the materials, equipment and labor for the project.
B. Manufacturer's field services, support, and testing requirements.
C. Related requirements specified elsewhere:
1. Section 01600, Materials and Equipment: Quality of materials and equipment to be
installed in the work.
2. Division 15, Mechanical, and Division 16, Electrical.
1.02 QUALITY ASSURANCE
A. Contractor Qualifications: General Contractor shall have completed at least three (3)
projects of similar size and complexity within the past two (2) years.
B. Manufacturers: Where two or more units of the same class of equipment are required,
these shall be the products of a single manufacturer. However, the component parts of the
system need not be the products of the same manufacturer, unless otherwise specified.
C. Design Criteria:
1. Design equipment for operations at an elevation of 4,900 feet above mean sea level,
unless otherwise indicated in Division 15 and/or 16.
2. Coordinate details of the equipment with other related parts of the work, including
verification that all structures, piping, wiring and equipment components are
compatible.
3. Design equipment to operate under all conditions of load without objectionable
sound or vibration. Sounds or vibrations noticeable outside of room in which
equipment is installed, or annoying sounds or vibrations noticeable inside room, will
be considered objectionable. Correct conditions considered objectionable to
Architect/Engineer by means of approved vibration eliminators or by replacing
equipment at Owner’s option.
4. Nameplates: Provide a permanent operational data nameplate on each item of
power-operated equipment indicating the manufacturer, product name, model
number, serial number, speed, capacity, power characteristics, labels of tested
compliances and similar essential operating data. Locate nameplates in easily read
locations.
D. Design underground piping systems, joints, couplings, valves, vaults and other
appurtenances to function under all conditions of load to be encountered on the site,
including but not limited to:
1. Soils conditions, including expansion and contraction.
2. Water table conditions.
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1.03 QUALITY CONTROL AND WORKMANSHIP
A. Maintain quality control over suppliers, manufacturers, products, services, site conditions
and workmanship to produce work of specified quality.
B. Comply with industry standards, except when more restrictive tolerances or specified
requirements indicate more rigid standards or more precise workmanship.
C. Perform work by persons qualified to produce workmanship of specified quality.
D. Secure products in place with positive anchorage devices designed for the appropriate
loads and sized to withstand stresses, vibration and racking.
1.04 MANUFACTURER'S INSTRUCTIONS
A. When required by individual Specifications section, submit manufacturer's printed
instructions in the quantity specified for delivery, storage, assembly, installation, startup,
adjusting and finishing.
B. Comply with manufacturer's instructions in full detail. Include each step in sequence.
Should instructions conflict with Contract Documents, request clarification from
Owner/Engineer before proceeding.
C. When required by individual Specification section, submit manufacturer's written
maintenance instructions for the Owner's use after occupancy.
1.05 MANUFACTURER'S CERTIFICATES
A. When required by individual Specifications section, submit manufacturer's certificate, in
duplicate, that products meet or exceed specified requirements.
1.06 MANUFACTURERS' FIELD SERVICES
A. When specified in respective Specifications section, require supplier and manufacturer to
provide qualified personnel to observe field conditions, installation and workmanship,
startup, testing and balancing of equipment as applicable and to make appropriate
recommendations.
B. Representative shall submit written report to Owner listing observations and
recommendations.
END OF SECTION
01410 - 1
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SECTION 01410
TESTING
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Materials testing by an independent, approved testing laboratory including, but not limited
to:
1. Concrete testing.
2. Compaction testing.
1.04 ACCESS TO SITE AND NOTIFICATION REQUIREMENTS
A. Testing laboratory will be allowed access to the site as required in the performance of their
work. Contractor shall provide testing laboratory at least 48 hours notice prior to time
testing is required prior to the next phase of work.
B. Preservation: If historical or archaeological resources are encountered during excavation or
construction of this project, the Contractor shall stop work and notify the Owner and the
Office of Archaeology and Historic Preservation, Colorado Historical Society. Work shall not
proceed until authorized in writing by the Owner.
1.05 TESTING REQUIREMENTS
A. Concrete:
1. Inspection and testing of concrete mix will be performed by an independent testing
agent contracted separately by the Owner. Contractor will coordinate all inspection
and tests required in this specification directly with Owner’s independent testing
agent.
2. Submit proposed concrete mix design to inspection and testing firm for review prior
to commencement of work.
3. Test cylinders shall be taken and materials tested in accordance with requirements
of Section 03300.
4. If tests indicate that materials do not meet specified requirements, remove defective
work, replace and retest at no additional cost to Owner.
B. Compaction at Foundations, Building Slabs and Utility Trenches:
1. Testing of compacted fill materials shall be performed by an independent testing
agent recommended by the Contractor and approved by the Owner.
2. Notify the Owner/Architect at completion of each phase of excavation prior to
placement of backfill of all foundations and utility trenches.
3. When work of this Section or portions of work are completed, notify the testing
laboratory to perform density test. Do not proceed with additional portions of work
until results have been verified.
4. If tests indicate that compacted materials do not meet specified requirements,
remove defective work, replace and retest at no additional cost to Owner.
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1.06 TESTING FEES
A. Fees for required materials testing will be paid for by the Owner as provided in the General
and Supplementary Conditions.
B. Fees for additional testing required due to improper performance of the work will be paid by
the Contractor.
1.07 TESTING RESULTS
A. Testing laboratory shall furnish copies of the required test results to the following:
1. Owner's representative.
2. Structural Engineer for open-hole inspection, concrete and steel testing.
3. Contractor.
END OF SECTION
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SECTION 01510
TEMPORARY UTILITIES
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Furnish, install and maintain temporary utility services required for construction. Remove
upon completion of work.
B. Furnish, install and maintain temporary sanitary facilities for use by construction personnel.
Remove upon completion of work.
C. Related requirements specified elsewhere:
1. Section 01060, Regulatory Requirements.
2. Section 01530, Barriers and Enclosures.
3. Section 01560, Temporary Controls.
4. Section 01590, Field Offices and Sheds.
5. Section 01710, Cleaning: Trash removal during construction.
1.02 REQUIREMENTS OF REGULATORY AGENCIES
A. Comply with the current editions of all applicable building codes. Refer to Section 01060.
B. Comply with applicable federal, state and local codes and regulations.
C. Comply with applicable utility company requirements.
1.03 UTILITY FEES
A. Utility charges and expenses for temporary construction usage for the following shall be
paid by the Owner, unless indicated otherwise:
1. Temporary electricity.
2. Temporary construction water until installation and acceptance of the building’s
permanent plumbing systems.
3. Temporary heat and ventilation upon start-up of the building's permanent
mechanical systems, when put into service during the construction period as
specified in paragraph 2.03.C.
B. Utility charges and expenses for temporary construction usage for the following shall be
paid by the Contractor, unless indicated otherwise:
1. Installation or connection charge for temporary electricity, water, natural gas,
propane or telephone service.
2. Temporary sanitary facilities.
3. Temporary local and long-distance telephone, including cellular.
4. Temporary heat and ventilation until start-up or use of the building's permanent
mechanical systems, including the cost of fuel used during construction.
01510 - 2
0237.07
PART 2 PRODUCTS
2.01 MATERIALS
A. General: Materials for temporary construction uses may be new or used but must be
adequate in capacity for the required usage, must not create unsafe conditions and must
not violate requirements of applicable codes and standards.
2.02 TEMPORARY ELECTRICITY AND LIGHTING
A. Contractor may utilize existing 120/240V power service in the existing facility if capacity is
such that the use of this resource is adequate to prevent utility outage of the existing
building.
B. Install circuit and branch wiring with area distribution boxes located so that power and
lighting is available throughout the construction area by the use of construction-type power
cords.
C. Provide adequate artificial lighting for all areas of work when natural light is not adequate for
work and for areas accessible to the public.
D. Security Lighting: Provide temporary security lighting for temporary, secure materials
storage area, as may be required by the Owner’s or Contractor’s Builder’s Risk insurance.
2.03 TEMPORARY HEAT AND VENTILATION
A. Contractor shall provide and maintain, at his own expense, all temporary heating, including
all fuel and required attendance necessary to protect and dry all work during cold weather.
B. Provide adequate forced ventilation of enclosed areas for curing of installed materials, to
disperse humidity and to prevent hazardous accumulations of dust, fumes, vapors or gases.
1. Portable heaters shall be standard approved units complete with controls. Do not
store materials near sources of intense heat or open flame.
C. Permanent building heating system may be used upon installation, testing and acceptance
by the jurisdiction having authority over this area of the work, as allowed in Division 15,
Mechanical.
1. The project shall be substantially enclosed and secured with the building's
permanent glazing systems and either construction or permanent hardware.
2.04 TEMPORARY TELEPHONE SERVICE
A. Contractor shall maintain a job site telephone. (Wireless is acceptable). Contractor shall
pay all costs for installation, maintenance, removal and service charges for local calls. Toll
charges shall be paid by the party who places the call.
B. Telephones within the existing facility shall not be used by construction personnel during the
construction period.
2.05 TEMPORARY WATER
A. Contractor may utilize existing water service in the existing facility.
1. If necessary, Contractor shall tap existing fire hydrant for construction water.
Contractor shall be responsible for acquiring any necessary permit and installing
temporary meter as required by the City of Fort Collins.
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2.06 TEMPORARY SANITARY FACILITIES
A. Contractor shall provide sanitary facilities for use by construction personnel in compliance
with current laws and regulations.
1. Service, clean and maintain facilities and enclosures in accordance with local
governing health agencies.
B. Toilet facilities within the existing facility shall not be used by construction personnel during
the construction period.
PART 3 EXECUTION
3.01 INSTALLATION AND OPERATION
A. General: Install and maintain temporary utility services in accordance with requirements of
applicable federal, state and local codes and regulations, and applicable utility company
requirements.
B. Maintain and operate systems to assure continuous service.
C. Modify and extend systems as work progress requires.
3.02 REMOVAL
A. Completely remove temporary materials and equipment when use is no longer required, or
upon completion of the work.
B. Clean and repair damage caused by temporary installations or use of temporary facilities.
C. Restore permanent facilities used for temporary construction services to original or specified
condition.
1. Prior to final inspection, remove temporary lamps and install new lamps in all lighting
fixtures used during the construction period.
2. Prior to final inspection, clean permanent filters and replace disposable filters in all
mechanical equipment used during the construction period. Clean ducts, blowers
and coils if units were operated during the construction period without filters.
END OF SECTION
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SECTION 01530
BARRIERS AND ENCLOSURES
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Furnish, install, and maintain temporary construction barriers and enclosures.
B. Furnish, erect, and maintain temporary site security fencing and gates.
C. Furnish, erect and maintain temporary safety barricade fencing.
D. Related work specified elsewhere:
1. Section 01030, Alternates.
2. Section 01046, Access to Site.
3. Section 01060, Regulatory Requirements.
4. Section 01510, Temporary Utilities.
5. Section 01520, Construction Equipment and Aids.
6. Section 01560, Temporary Controls: Dust partitions.
7. Section 01590, Field Offices and Sheds.
PART 2 PRODUCTS
2.01 TEMPORARY CONSTRUCTION BARRIERS AND ENCLOSURES
A. General: Provide and maintain for the duration of construction all scaffolds, tarpaulins,
canopies, warning signs, steps, platforms, bridges, and other temporary construction
necessary for proper completion of the work, in compliance with applicable safety and other
regulations.
B. Safety Barricade Fencing: Refer to paragraph 2.08 below.
2.02 TEMPORARY SITE FENCING
A. Prior to commencing work, Contractor shall, at his option, erect and maintain construction
fencing to enclose an area for ground level construction activity, storage and waste removal,
as approved by the Owner.
1. Fencing Materials: Panelized, chain-link fencing with crossed X-type post supports,
minimum 6'-0" high.
2. Refer to the approved staging plan for approximate limits of site area to be fenced
for construction activities and storage.
B. Provide vehicular and pedestrian access gates, with locks, as appropriate for construction
access.
1. Furnish Owner's principal representative with keys to the lock of the primary access
gate.
C. Do not attach temporary fencing to any existing permanent construction, including buildings,
trees, retaining walls, walks or pavements.
D. Promptly remove temporary fencing materials upon completion of sitework, rough grading
and asphalt paving and restore area to original condition. Contractor shall repair or replace
any existing materials or equipment damaged as a part of this work at no cost to the Owner.
1. Fencing shall remain in place until building is secured.
2. Fencing shall be removed prior to finish grading, installation of underground
sprinkler system and landscaping.
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0237.07
2.03 MISCELLANEOUS TEMPORARY WALL AND ROOF CLOSURES
A. Provide temporary weathertight enclosure of exterior roof and walls for successive areas of
the building as work progresses to provide acceptable working conditions, provide weather
protection for materials, allowing for effective temporary heating and to prevent entry of
unauthorized persons.
1. Provide temporary secure and fixed panels for double hung window openings.
2. Enclosures shall be removable as necessary for work and for handling of materials.
3. Provide enclosures for protection of areas designated for use by Owner during
construction. Refer to Section 01046, Access to Site.
2.04 SAFETY BARRICADE FENCING
A. Prior to commencing any sitework within any street, alley, public sidewalk or other right-of-
way, Contractor shall prepare and submit a traffic lane closure plan to the City of Fort
Collins for approval.
1. Plan shall clearly indicate how both vehicular and pedestrian traffic shall be safely
accommodated and maintained during construction.
B. Prior to commencing such work, Contractor shall erect and maintain protective safety
barricade fencing around the areas of work, as required by the approved plan.
1. Approved Materials: Expanded plastic fencing.
2. Color: Orange, or as approved by the governing agency with jurisdiction over this
work. Refer to Section 01060.
C. Provide adequate room within fenced enclosures for workers and construction activities.
D. Maintain all required clearances for vehicular and/or pedestrian circulation within public
right-of-ways that will be allowed during the construction period. Refer to Section 01046.
E. Consult with the City of Fort Collins for any additional barricading or public safety
requirements.
F. Promptly remove temporary safety fencing upon completion of work and restore site area to
original condition. Contractor shall repair or replace any existing materials or finishes
damaged as a part of this work at no cost to the Owner.
END OF SECTION
01560 - 1
0237.07
SECTION 01560
TEMPORARY CONTROLS
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Furnish, install and maintain temporary facilities required for dust, erosion and pollution
control.
B. Implement and maintain temporary controls required for noise and construction work hours
limitations.
C. Related requirements specified elsewhere:
1. Section 01010, Summary of Work: Special site restrictions.
2. Section 01040, Coordination.
3. Section 01046, Access to Site.
4. Section 01510, Temporary Utilities.
5. Section 01530, Barriers and Enclosures: Cold-weather construction enclosures.
PART 2 PRODUCTS
2.01 MATERIALS
A. General: Materials for temporary controls may be new or used, but must be adequate in
capacity for the required usage, must not create unsafe conditions and must not violate
requirements of applicable codes and standards.
2.02 DUST CONTROL
A. Furnish and maintain such facilities or procedures as may be necessary to prevent air-borne
dust generated by the construction activities of this project from affecting either the Owner's
use of this site or neighboring properties. Implementation of such requirements will be at
the sole discretion of the Owner or the City of Fort Collins.
B. Furnish materials, erect and maintain temporary dust partitions to seal portions of the
building and equipment to remain in use during the construction period from affected areas
of the project.
1. Partition Sheeting: Translucent or clear polyethylene sheets, 6-mil thickness
minimum.
C. Partitions shall be attached to the existing building so as not to damage or mar materials or
finishes.
D. Promptly remove temporary partitions upon completion of the work and restore materials
and finishes to original condition. Contractor shall repair or replace any existing materials or
finishes damaged as a part of this work at no cost to the Owner.
2.03 POLLUTION CONTROL
A. Contractor shall take all necessary precautions to prevent spilling or littering of water-
polluting substances. Do not allow any foreign materials to be dumped into any portion of
the sewer or storm drainage collection system or into any water runoff collection basin. The
Contractor shall be responsible for all labor, equipment and materials necessary to remedy
any such pollution as deemed appropriate by governing agencies with such jurisdiction.
B. No burning of debris or any other air-polluting methods or equipment will be allowed. All
01560 - 2
0237.07
motorized equipment shall be adjusted to minimize exhaust pollution.
C. Contractor shall prevent fumes from roofing materials and equipment from being drawn into
the existing facility's air intake system. Equipment shutdowns shall be scheduled as
specified in Section 01040.
PART 3 EXECUTION
3.01 GENERAL
A. Construction Work Hours: Construction activity will be limited to 7:00 a.m. to 6:00 p.m.
Monday through Saturday during the construction period, except as limited in paragraphs
3.01.B. and 3.02. Sunday or holiday construction will not be allowed without express written
permission of the Owner.
B. Specific activities that may limit the Contractor's working hours, if applicable, shall be
determined at the Pre-Construction Conference.
3.02 NOISE CONTROL
A. Construction activities that generate noise in excess of 85 db shall be limited to hours as
established at the Pre-Construction Conference.
1. Prohibited after 6:00 p.m. every weekday, unless approval is obtained by Owner.
2. Prohibited on Saturdays, Sundays and holidays, unless approval is obtained by
Owner.
END OF SECTION
01580 - 1
0237.07
SECTION 01580
PROJECT SIGN
PART 1 GENERAL
1.01 WORK INCLUDED
A. Contractor shall prepare, erect and maintain one painted project sign.
B. Restoration and Preservation Projects: A sign acknowledging funding from the Colorado
Department of Transportation and the City of Fort Collins to be erected and maintained by
the Contractor.
C. No other signs or advertisement will be allowed without the Owner's approval.
D. Related work specified elsewhere:
1. Section 09900, Painting.
PART 2 PRODUCTS
2.01 MATERIALS
A. General: The project sign shall be constructed as detailed on the Drawings or attached
hereto.
B. Sign Material: 3/4" thick plywood, A/C, exterior APA, conforming to PS1 standards.
1. Size: Sign shall be cut from nominal 4'-0" x 8'-0" plywood sheet, as detailed on the
attached drawing.
C. Posts: 4"x4" Hem-Fir or Douglas Fir, S4S, conforming to PS 20 standards.
PART 3 EXECUTION
3.01 GENERAL
A. Architect shall review signage copy for correctness and completeness prior to beginning
work.
1. Special graphics or logo requirements will be furnished to the sign fabricator by the
Owner and/or Architect.
B. Project sign shall be erected within two (2) weeks of Notice to Proceed and shall remain on
the project site until completion of the project.
C. Location of the sign shall be as arranged at the Pre-Construction Conference.
D. The project sign shall remain the property of the Contractor and shall be promptly removed
upon completion of the project.
E. Colorado Department of Transportation sign shall be removed and returned upon
completion of the project.
3.02 INSTALLATION
A. Embed sign posts minimum 3'-0".
END OF SECTION
01580 - 1
0237.07
SECTION 01580
PROJECT SIGN
PART 1 GENERAL
1.01 WORK INCLUDED
A. Contractor shall prepare, erect and maintain one painted project sign.
B. Restoration and Preservation Projects: A sign acknowledging funding from the Colorado
Department of Transportation and the City of Fort Collins to be erected and maintained by
the Contractor.
C. No other signs or advertisement will be allowed without the Owner's approval.
D. Related work specified elsewhere:
1. Section 09900, Painting.
PART 2 PRODUCTS
2.01 MATERIALS
A. General: The project sign shall be constructed as detailed on the Drawings or attached
hereto.
B. Sign Material: 3/4" thick plywood, A/C, exterior APA, conforming to PS1 standards.
1. Size: Sign shall be cut from nominal 4'-0" x 8'-0" plywood sheet, as detailed on the
attached drawing.
C. Posts: 4"x4" Hem-Fir or Douglas Fir, S4S, conforming to PS 20 standards.
PART 3 EXECUTION
3.01 GENERAL
A. Architect shall review signage copy for correctness and completeness prior to beginning
work.
1. Special graphics or logo requirements will be furnished to the sign fabricator by the
Owner and/or Architect.
B. Project sign shall be erected within two (2) weeks of Notice to Proceed and shall remain on
the project site until completion of the project.
C. Location of the sign shall be as arranged at the Pre-Construction Conference.
D. The project sign shall remain the property of the Contractor and shall be promptly removed
upon completion of the project.
E. Colorado Department of Transportation sign shall be removed and returned upon
completion of the project.
3.02 INSTALLATION
A. Embed sign posts minimum 3'-0".
END OF SECTION
01600 - 1
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SECTION 01600
MATERIAL AND EQUIPMENT
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Material and equipment incorporated into the work:
1. Conform to applicable specifications and standards.
2. Comply with size, make, type and quality specified, or as specifically approved in
writing by the Owner/Architect.
3. Manufactured and Fabricated Products:
a. Design, fabricate and assemble in accordance with the best engineering and shop
practices.
b. Manufacture like parts of duplicate units to standard sizes and gages to be
interchangeable.
c. Two (2) or more items of the same kind shall be identical by the same manufacturer.
d. Products shall be suitable for service conditions.
e. Equipment capacities, sizes and dimensions shown or specified shall be adhered
to, unless variations are specifically approved in writing.
4. Do not use material or equipment for any purpose other than that for which it is
designed or specified.
B. Provide specified maintenance materials, equipment and tools to the Owner at the
completion of the project.
C. Provide equipment or systems start-up, commissioning and operational testing, as specified
in individual Sections.
D. Related requirements specified elsewhere:
1. Conditions of the Contract.
2. Section 01010, Summary of the Work.
3. Section 01040, Coordination.
4. Section 01340, Shop Drawings, Product Data and Samples.
5. Section 01400, Quality Control.
6. Section 01710, Cleaning.
7. Section 01730, Operating and Maintenance Data.
1.02 MANUFACTURER'S INSTRUCTIONS
A. When Contract Documents require that installation of work shall comply with manufacturer's
printed instructions, contractor shall obtain and distribute copies of such instructions to
parties involved in the installation, including two (2) copies to the Owner.
1. Maintain one (1) set of complete instructions at the job site during installation and
until completion.
B. Handle, install, connect, clean, condition and adjust products in strict accordance with such
instructions and in conformity with specified requirements.
1. Should job conditions or specified requirements conflict with manufacturer's
instructions, consult with Owner for further instructions. Do not proceed with work
without clear instructions.
C. Perform work in accordance with manufacturer's instructions. Do not omit any preparatory
step or installation procedure, unless specifically modified or exempted by Contract
Documents.
1.03 TRANSPORTATION AND HANDLING
01600 - 2
0237.07
A. Arrange deliveries of products in accordance with construction schedules, coordinate to
avoid conflict with work and conditions at the site.
1. Deliver products in undamaged condition in manufacturer's original containers or
packaging with identifying labels intact and legible.
2. Immediately upon delivery, inspect shipments to assure that materials and
equipment are in compliance with approved submittals, required quantities have
been provided and that products are properly protected and undamaged.
B. Provide equipment and personnel to handle products by methods to prevent soiling or
damage to products or packaging.
1.04 STORAGE AND PROTECTION
A. Preparation for Shipment:
1. Prepare in a manner to facilitate unloading and handling.
2. Provide skids, boxes, crates or other effective shipping devices to protect materials,
fixtures or equipment against damage from rough handling, moisture, dust,
excessive heat or cold.
3. Protect painted surfaces against impact, abrasion, discoloration and other damage.
4. Apply grease packing or lubricating oil to all bearing and similar items.
5. Tag or mark each item as identified in the delivery schedule or on the shop
drawings. Package or bundle items consisting of multiple similar pieces. Tag or
mark the package or bundle.
6. Include complete packing lists or bills of material with each shipment.
7. Do not ship equipment requiring cranes or special equipment for unloading or
handling without notice or until Contractor is prepared to receive and care for it
properly.
8. Protect electrical equipment, controls and insulation from moisture or water damage.
B. Store products in accordance with manufacturer's instructions, with seals and labels intact
and legible.
1. Store products subject to damage by the elements in weathertight enclosures.
2. Maintain temperature and humidity within the ranges required by manufacturer's
instructions.
C. Exterior Storage:
1. Store fabricated products above the ground on blocking or skids. Prevent soiling or
staining. Cover products which are subject to deterioration with impervious sheet
coverings. Provide adequate ventilation to avoid condensation.
2. Store wood and wood products above the ground on blocking or skids, and cover to
protect from weather exposure.
D. Arrange storage in a manner to provide easy access for inspection. Make periodic
inspections of stored products to assure that products are maintained under specified
conditions and free from damage or deterioration.
01600 - 3
0237.07
E. Protection after Installation:
1. Protect materials, fixtures and equipment with original protective wrappings until
Substantial Completion of the project, as specified in individual Sections, to include
but not be limited to:
a. Factory-finished wood doors.
b. Custom cabinetry and casework.
c. Toilet and bath fixtures and faucets.
d. Finish hardware items.
2. Provide substantial coverings as necessary to protect installed products from
damage from traffic and subsequent construction operations. Remove when no
longer needed.
1.05 SUBSTITUTIONS AND PRODUCT OPTIONS
A. Products List:
1. Within thirty (30) days after Award of Contract, submit to Owner a complete list of
major products proposed to be used with the name of the manufacturer and the
installing Subcontractor.
B. Contractor's Options:
1. For products specified only by reference standard, select any product meeting that
standard.
2. For products specified by naming several products or manufacturers, select any one
of the products or manufacturers named which complies with the specifications.
3. For products specified by naming one or more products or manufacturers and "or
equal", Contractor shall submit a request for substitutions of any product or
manufacturer not specifically named.
4. Manufacturer's material or equipment listed in Schedules, Specifications or on the
Drawings are types to be provided for establishment of size, capacity, grade and
quality. If other acceptable manufacturers are used, cost of any change in construc-
tion required by their use shall be borne by the Contractor.
C. Contractor shall use any approved equal material or equipment at no additional cost to the
Owner if the material or equipment used in his Bid is unavailable or causes undue delay in
fabrication or delivery.
PART 2 PRODUCTS
2.01 MATERIALS
A. General: Use materials of commercial quality suitable for the anticipated service conditions.
B. All materials and equipment to be installed in the permanent construction shall be new,
unless otherwise permitted.
C. Unless required otherwise, use components of standard sizes to assure future availability
and permit field installation of repair parts. Make like parts of duplicate units
interchangeable.
D. If requested by Owner, Contractor to provide a Certificate of Material for building materials
that apply to this Project.
01600 - 4
0237.07
2.02 FABRICATION AND MANUFACTURE
A. Workmanship and Materials: Design, fabricate and assemble equipment in accordance with
the best engineering and shop practice.
B. Lubrication:
1. Include lubrication systems which do not waste lubricants, require attention during
startup or shutdown or more frequently than weekly during normal operation.
2. Furnish sufficient lubricants of the type recommended by the equipment
manufacturer to fill lubricant reservoirs and replace consumption during startup,
testing and operation prior to the Owner's acceptance of the equipment.
C. Drive Units: Refer to Division 15, Mechanical, and/or Division 16, Electrical.
D. Anchor Bolts: (or as specified on drawings by Architect/Engineer)
1. Furnish with each piece of equipment required to be anchored.
2. Minimum Diameter: 3/4", or as indicated on the Drawings.
3. Minimum Length: Provide for required embedment in structural concrete and extend
through concrete base, 1-1/2" of grout, base plate and nuts. Concrete base will be
4" thick, unless otherwise indicated.
4. Include two (2) nuts with each bolt.
5. Deliver anchor bolts with templates or setting drawings in time for installation when
structural concrete is placed.
E. Equipment Bases: (or as specified on drawings by A/E)
1. Include a cast iron or welded base plate with each pump, compressor and similar
equipment installed on concrete base, if applicable.
2. Design to support both the driven unit and its drive assembly on a single base plate.
3. Support all equipment to be set on floor with 4" minimum concrete base.
4. Include grout holes and provisions for anchor bolts.
5. Include raised lip all around and a threaded drain connection with base plates for
pumps.
F. Special Tools and Accessories:
1. Furnish all special tools, instruments and accessories required for proper mainte-
nance.
2. Furnish such special devices as are required for proper lifting and handling.
G. Shop Painting: Refer to Section 09900, Painting.
1. Protect iron and steel surfaces with paint or other protective coating applied in the
shop.
2. Use coating good for anticipated useful life of equipment on surfaces inaccessible
after assembly.
3. Finish exposed surfaces smooth, clean and filled to obtain uniform base for paint.
4. Apply one (1) or more shop coats of a primer capable of protecting surfaces to
receive finish paint coats after installation.
5. Apply finish coats in the shop with a high-grade oil-resistant enamel on electric
motors, speed reducers, starters and other self-contained or enclosed components.
6. Do not paint machined, polished or non-ferrous surfaces. Coat such surfaces with
rust-preventive compound, Houghton Rust Veto 334, Rust-Oleum R-9 or equal.
PART 3 EXECUTION
3.01 INSTALLATION
A. Install equipment with or under the guidance of qualified personnel having the knowledge
and experience necessary for proper results.
B. Arrange work to facilitate maintenance, repair or replacement of equipment. Locate
services requiring maintenance on valves and similar units in front of services requiring less
01600 - 5
0237.07
maintenance. Connect equipment for ease of disconnecting, with minimum of interference
with other work.
C. Locate operating and control equipment, dampers, valves, traps, clean-outs, motors,
controllers, switchgears, drain points, maintenance items and devices for easy access.
Install access panels where units are concealed by finished and similar work.
D. Provide required clearances in front of, and around, equipment as necessary for access and
ventilation. Comply with all applicable codes and regulations.
3.02 PLACING EQUIPMENT IN OPERATION
A. Before starting up each system:
1. Check each piece of equipment for proper drive rotation, belt tension and any other
condition which may cause damage to equipment or endanger personnel.
2. Clean, blow-out or flush lubricating oil, water systems and other pipelines.
3. Lubricate equipment in accordance with manufacturer's recommendations.
4. Test lubrication system safety interlocks and system performance.
5. Perform final alignment checks under observation of the Owner's principal
representative and, where required, manufacturer's field representative.
6. Demonstrate that no abnormal stresses are transmitted to equipment from piping,
ducts or other attachments.
7. Check anchor bolt tensions, grout and shims. Use calibrated torque wrenches for
tightening anchor bolts. Do not overstress bolts.
B. Place equipment into successful operation in accordance with the written instructions of the
manufacturer or the instruction of the manufacturer's field representative, including required
adjustment, tests and operation checks.
3.03 PERFORMANCE TESTS
A. Tests may be required, whether or not specifically called for, to determine if equipment will
perform as specified or guaranteed. Final acceptance of equipment, or Substantial
Completion of that part of the work, is contingent upon acceptable test results.
B. Do not conduct tests on equipment for which manufacturer's field service is specified,
unless manufacturer's field representative is present and declares the equipment ready for
test.
C. Conduct tests as set forth in the Specifications, unless another manner is approved.
D. Equipment or systems that fail to satisfy the performance requirements shall be modified or
replaced at Owner/Engineer's option. If modifications are allowed, make modifications
necessary to produce an installation which will satisfy the performance requirements.
Retest after modifications or equipment replacement is complete. Modifications, additional
equipment, retesting and structural, piping or electrical modifications necessary to
accommodate modified equipment or replacement equipment shall be made at no additional
cost.
END OF SECTION
01700 - 1
0237.07
SECTION 01700
CONTRACT CLOSE-OUT
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Comply with requirements stated in Conditions of the Contract and in Specifications for
administrative procedures in closing out the work.
B. Related requirements specified elsewhere:
1. Conditions of the Contract: Fiscal provisions, legal submittals and additional
administrative requirements.
2. Section 01026, Applications for Payment: Requirements for final payment.
3. Section 01050, Field Engineering: Surveying certificate and final completion survey.
4. Section 01310, Construction Schedules.
5. Section 01600, Material and Equipment: Maintenance materials.
6. Section 01710, Cleaning.
7. Section 01720, Project Record Documents.
8. Section 01730, Operating and Maintenance Data.
9. Section 01740, Warranties and Bonds.
10. Respective Sections of Specifications: Testing requirements and closeout submit-
tals required of specific trades or subcontractors.
1.02 SUBSTANTIAL COMPLETION
A. Definition of Substantial Completion: Refer to General and Supplementary Conditions of the
Contract.
B. When Contractor considers that the work is substantially complete, he shall submit to the
Owner:
1. Written notice that the work or designated portion thereof is substantially complete.
2. “Punch list” of items to be completed or corrected, as determined by the Contractor
prior to inspection by the Owner.
3. Temporary Certificate of Occupancy, or other evidence of acceptance by the
building official or other authority with jurisdiction over the project.
C. Within a reasonable time after receipt of such notice, Owner will make an inspection to
determine the status of completion.
D. Should Owner and/or Architect determine that the work is not substantially complete:
1. Owner/Architec will promptly notify the Contractor in writing, giving the reasons
therefor.
2. Contractor shall remedy the deficiencies in the work and send a second written
notice of substantial completion to the Owner.
3. Owner or Architect will re-inspect the work, as appropriate.
E. When Owner concurs that the work is substantially complete, he will:
1. Prepare a Certificate of Substantial Completion on Owner-provided form, accompa-
nied by Contractor's list of items to be completed or corrected as verified and
amended by the Owner.
01700 - 2
0237.07
2. Submit the Certificate to the Owner and Contractor for their written acceptance of
the responsibilities assigned to them in the Certificate.
1.03 FINAL INSPECTION
A. When Contractor considers the work is complete, he shall submit written certification that:
1. Contract Documents have been reviewed, and that the work has been inspected for
compliance with Contract Documents.
2. Work has been completed in accordance with Contract Documents.
3. Corrective or incomplete work has been completed from “punch lists” provided at
Substantial Completion.
4. Equipment and systems have been tested in the presence of the Owner's
representative and are operational.
5. Final cleaning has been completed and project is ready for final inspection.
6. Final Certificate of Occupancy has been issued.
B. Owner will make an inspection to verify the status of completion with reasonable
promptness after receipt of such certification.
C. Should Owner consider that the work is incomplete or defective:
1. Owner or Architect will promptly notify the Contractor in writing, listing the
incomplete or defective work.
2. Contractor shall take immediate steps to remedy the stated deficiencies and send a
second written certification to Owner that the work is complete.
3. Owner or Architect will re-inspect the work, as appropriate.
D. When the Owner finds that the work is acceptable under the Contract Documents, he shall
request the Contractor to prepare and deliver closeout submittals.
E. Should Architect perform reinspection due to failure of the work to comply with the claims of
status of either Substantial or Final Completion made by the Contractor:
1. Owner will compensate Architect for such additional services by change order to the
A/E Agreement.
2. Owner will deduct the amount of such compensation from the final payment due the
Contractor.
1.04 SYSTEMS TESTING
A. Contractor shall conduct tests for operational systems and equipment as specified herein or
as required by individual Sections, prior to Final Inspection. Testing of systems or
equipment shall include but not be limited to:
1. Drainage and weathertightness of roofing systems.
2. Domestic water service, natural gas or other pressurized utilities.
1.05 CONTRACTOR'S CLOSE-OUT SUBMITTALS
A. Evidence of compliance with requirements of governing authorities:
1. Certificate of Occupancy.
2. Certificates of Inspection, including plumbing, mechanical and electrical systems.
B. Final Completion Schedule: Refer to Section 01310.
C. Project Record Documents: Refer to Section 01720.
D. Operating and Maintenance Data, Instructions to Owner's Personnel: Refer to Section
01730.
E. Warranties and Bonds: Refer to Section 01740.
F. Evidence of Payment and Release of Liens: General and Supplementary Conditions.
G. Test Results: Written approval from the testing agency for systems or equipment requiring
final testing, as specified above.
H. Certifications: Written certifications of material or equipment compliance, as required by
01700 - 3
0237.07
Colorado Department of Transportation.
1.06 FINAL ADJUSTMENT OF ACCOUNTS
A. Submit a final statement of accounting to the Owner. Statement shall reflect all adjustments
to the Contract Sum:
1. The original Contract Sum, including accepted Bid Alternates.
2. Additions and deductions resulting from:
a. Previous Change Orders.
b. Allowances.
c. Unit prices.
d. Deductions for uncorrected work.
e. Penalties and bonuses.
f. Deductions for liquidated damages.
g. Deductions for reinspection payments.
h. Other adjustments.
3. Total Contract Sum, as adjusted.
4. Previous payments.
5. Sum remaining due, including retainage.
B. Contractor will prepare a final Change Order reflecting approved adjustments to the
Contract Sum which were not previously made by Change Orders.
1.07 FINAL APPLICATION FOR PAYMENT
A. Contractor shall submit the final Application for Payment in accordance with procedures and
requirements stated in the Conditions of the Contract and Section 01026, Applications for
Payment.
END OF SECTION
01710 - 1
0237.07
SECTION 01710
CLEANING
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Execute cleaning during progress of the work and at completion of the work.
B. Furnish, maintain and service trash removal dumpsters and/or roll-offs.
C. Furnish, maintain and service recycling containers for construction materials, packaging and
waste products.
D. Related requirements specified elsewhere:
1. Conditions of the Contract.
2. Respective Sections of Specifications: Cleaning for specific products or work.
1.02 DISPOSAL REQUIREMENTS
A. Conduct cleaning and disposal operations to comply with applicable codes, ordinances,
regulations and anti-pollution laws.
B. Disposal of waste materials, debris and rubbish shall be at a commercially-operated
recycling center, legal dumpsite or landfill.
1. Contractor shall be responsible for all dump fees and expenses associated with
hauling materials to the landfill.
PART 2 PRODUCTS
2.01 CLEANING MATERIALS
A. Use only those cleaning materials which will not create hazards to health or property and
which will not damage surfaces.
B. Use only those cleaning materials and methods recommended by manufacturers of the
surface material to be cleaned.
C. Use cleaning materials only on surfaces recommended by cleaning material manufacturer.
2.02 WASTE REMOVAL CONTAINERS
A. Furnish and maintain recycling, trash and waste removal dumpsters and/or roll-off
dumpsters for the collection of waste materials, debris and rubbish, in quantities sufficient
for the Work.
1. Dumpsters shall be provided with tightly fitted covers to prevent debris from being
blown out.
2. Roll-offs shall not be required to be covered, but shall be serviced frequently enough
to prevent debris from accumulating and being blown out.
3. Individual recycling containers shall be maintained for paper, corrugated cardboard,
and co-mingled containers for glass, plastic, aluminum and steel. General
contractor shall be responsible for ensuring proper separation of recycled materials
and delivery to acceptable recycling centers.
B. Location of roll-offs and trash dumpsters shall be as arranged at the Pre-Construction
Conference.
01710 - 2
0237.07
PART 3 EXECUTION
3.01 PROGRESS CLEANING
A. Execute periodic cleaning to keep the work, the site and adjacent properties free from
accumulations of waste materials, rubbish and windblown debris resulting from construction
operations.
B. Maintain parking areas, access drives and city streets clean from mud and other debris.
C. Remove recycling, waste materials, debris and rubbish from the site periodically and
dispose of at legal commercial recycling centers, dump sites or landfills away from the site.
3.02 CLEANING PRIOR TO PAINTING
A. Clean interior spaces prior to the start of finish painting and continue cleaning on an as-
needed basis until painting is finished.
B. Schedule operations so that dust and other contaminants resulting from cleaning process
will not fall on wet or freshly finished surfaces.
C. Temporarily seal window and door openings prior to the start of finish painting to prevent
windblown dust and other particulates from impairing wet or freshly finished surfaces.
3.03 FINAL CLEANING
A. Final cleaning shall be performed by personnel or subcontractors skilled in this work.
B. In general, the extent of final cleaning shall be to remove grease, mastic and adhesives,
dust and dirt, stains, fingerprints, labels and other foreign materials from site-exposed
interior and exterior surfaces.
C. Interior cleaning shall include, but not be limited to:
1. Wash and polish glass, glazing and mirrors. Polish glossy surfaces to a clear shine.
2. Damp mop all wood floors.
3. Wipe down all finish carpentry, woodwork and cabinetwork.
4. Wipe down and polish toilet partitions, toilet and bath accessories, signage
components and other specialties.
5. Broom clean and dry vacuum all interior sealed concrete floor slabs to be left
exposed. Apply specified finish/sealer.
D. Exterior cleaning shall include, but not be limited to:
1. Wash and wipe down doors and frames.
2. Wash and polish glass and glazing.
E. Site cleaning shall include, but not be limited to:
1. Broom clean and wash down all areas of exterior concrete flatwork and asphalt
paving.
F. Ventilating Systems:
1. Clean permanent filters and replace disposable filters if units were operated during
construction.
01710 - 3
0237.07
2. Clean ducts, blowers and coils if units were operated without filters during
construction.
G. Prior to final completion or Owner occupancy, Contractor shall conduct an inspection of the
site, all site-exposed interior and exterior surfaces and all work areas to verify that work of
the entire project is clean.
END OF SECTION
01720 - 1
0237.07
SECTION 01720
PROJECT RECORD DOCUMENTS
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Maintain at the site one (1) record copy of each of the following documents:
1. Drawings.
2. Addenda.
3. Change Orders and other modifications to the Contract.
4. Approved shop drawings, product data and samples.
5. Field test records.
B. Related requirements specified elsewhere:
1. Section 01340, Shop Drawings, Product Data and Samples.
2. Section 01410, Testing.
1.02 MAINTENANCE OF DOCUMENTS AND SAMPLES
A. Prior to beginning work, separate one (1) clean, complete set of project documents from
construction sets and hold for record document purposes. The Owner will not furnish
additional sets for the Contractor's use at the end of construction, unless compensated for
by the Contractor.
B. Store documents and samples in Contractor's field office apart from documents used for
construction. Provide files and rack for storage of documents.
C. Maintain documents in a clean, dry, legible condition and in good order. Do not use record
documents for construction purposes.
D. Make documents and samples available at all times for inspection by the Owner, Architect
and regulatory agencies.
1.03 RECORDING REQUIREMENTS
A. Record information concurrently with construction progress. Do not conceal any work until
required information is recorded.
B. Drawings shall be legibly marked to record actual construction:
1. Depths of various elements of foundation in relation to finished first floor datum.
2. Horizontal and vertical locations of underground utilities and appurtenances,
referenced to permanent surface locations.
3. Location of internal utilities and appurtenances concealed in the construction,
referenced to visible and accessible features of the structure.
4. Field changes of dimension and detail.
5. Changes made by field order or by Change Order.
6. Details not included in original Contract Documents.
C. Specifications and Addenda shall be legibly marked to record:
1. Manufacturer, trade name, catalog number and supplier of each product and item of
equipment actually installed.
2. Changes made by field order or by Change Order.
01720 - 2
0237.07
1.04 SUBMITTALS
A. At contract closeout, deliver all Record Documents to the Owner.
B. Accompany submittal with transmittal letter containing:
1. Date, project name and number.
2. Contractor's name and address.
3. Title and number of each Record Document.
4. Signature of Contractor or his authorized representative.
C. Submit one (1) copy of approved data in final form no later than fifteen (15) days after final
inspection or acceptance, but prior to applying for final payment.
D. As-Recorded Documents shall be submitted, reviewed and accepted by the Owner and
Architect prior to the Final Application for Payment being processed.
E. Architect shall prepare and furnish the Owner with one (1) set of reproducible Record
Documents and one (1) compact disc recording the same information, in accordance with
the Contract requirements.
END OF SECTION
01730 - 1
0237.07
SECTION 01730
OPERATING AND MAINTENANCE DATA
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Compile product data and related information appropriate for Owner's maintenance and
operation of products furnished for this project.
1. Prepare operating and maintenance data as specified in this Section and as
referenced in other pertinent Sections of the Specifications.
B. Instruct Owner's personnel in maintenance of products and in operation of equipment and
systems.
C. Related requirements specified elsewhere:
1. Section 01060, Regulatory Requirements.
2. Section 01340, Shop Drawings, Product Data and Samples.
3. Section 01700, Contract Close-Out.
4. Section 01720, Project Record Documents.
5. Section 01740, Warranties and Bonds.
6. Division 15, Mechanical, and Division 16, Electrical.
1.02 SUBMITTAL REQUIREMENTS
A. Prepare data in form of an instructional manual for use by Owner's personnel.
B. Format of Submittals:
1. Size: 8-1/2" x 11".
2. Paper: Manufacturer's printed data or neatly typewritten.
3. Drawings:
a. Provide reinforced punched binder tab, bind in with text.
b. Fold larger drawings to size of text pages.
4. Provide fly leaf for each separate product or each piece of operating equipment.
a. Provide typed description of product and major component parts of equipment.
b. Provide indexed tabs.
5. Cover: Identify each volume with typed or printed title "OPERATING AND
MAINTENANCE INSTRUCTIONS". List the following:
a. Title of project.
b. Identity of separate structure as applicable.
c. Identity of general subject matter covered in the manual.
C. Binders:
1. Commercial quality three-ring binders with durable and cleanable plastic covers, ring
size as required.
2. When multiple binders are used, correlate the data into related, consistent
groupings.
D. Number of Manuals Required: Three (3) copies of each complete manual, including all
general information and plumbing, mechanical, electrical and fire sprinkler sections.
01730 - 2
0237.07
1.03 CONTENT OF MANUAL
A. Neatly typewritten Table of Contents for each volume arranged in systematic order.
1. Contractor, name of responsible principal, address and telephone number.
2. List of each product required to be included, indexed to content of the volume.
3. List with each product, name, address and telephone number of:
a. Subcontractor or installer.
b. Maintenance contractor as appropriate.
c. Identify the area of responsibility of each.
d. Local source of supply for parts and replacement.
4. Identify each product by product name and other identifying symbols as set forth in
Contract Documents.
B. Product Data:
1. Include only those sheets which are pertinent to the specific product.
2. Note each sheet to:
a. Clearly identify specific product or part installed.
b. Clearly identify data applicable to installation.
c. Delete references to inapplicable information.
C. Drawings:
1. Supplement product data with drawings as necessary to clearly illustrate:
a. Relations of component parts of equipment and systems.
b. Control and flow diagrams.
2. Coordinate drawings with information in Project Record Documents to assure
correct illustration of completed installation. Do not use Record Documents as
maintenance drawings.
D. Written text as required to supplement product data for the particular installation:
1. Organize in consistent format under separate headings for different procedures.
2. Provide logical sequence of instruction for each procedure.
E. Copy of each warranty, bond and service contract issued indicating:
1. Proper procedures in the event of failure.
2. Instances which might affect validity of warranties or bonds.
F. Copy of Material Safety Data Sheets (MSDS) for each product or material.
1.04 MANUALS FOR PLUMBING, MECHANICAL AND ELECTRICAL SYSTEMS
A. Content for each unit of equipment and system as appropriate:
1. Description of unit and component parts.
2. Operating Procedures:
a. Start-up, break-in, routine and normal operating instructions.
b. Regulation, control, stopping, shutdown and emergency instructions.
c. Summer and winter operating instructions.
d. Special operating instructions.
3. Maintenance Procedures:
a. Routine operations.
b. Guide to "troubleshooting".
c. Disassembly, repair and reassembly.
d. Alignment, adjusting and checking.
4. Servicing and lubrication schedule, with list of lubricants required.
5. Manufacturer's printed operating and maintenance instructions.
6. Description of sequence of operation by control manufacturer.
01730 - 3
0237.07
7. Original manufacturer's parts list, illustrations, assembly drawings and diagrams
required for maintenance.
8. As-installed control diagrams by control manufacturer.
9. As-installed color-coded piping diagrams.
10. Charts of valve tag numbers with location and function of each valve.
11. List of original manufacturer's spare parts, manufacturer's current prices and
recommended quantities to be maintained in storage.
12. Other data as required under pertinent Sections of Specifications.
B. Content for each electric and electronic system as appropriate:
1. Description of system and component parts.
a. Function, normal operating characteristics and limiting conditions.
b. Engineering data and tests.
c. Complete nomenclature and commercial number of replaceable parts.
2. Circuit directories of panelboards.
a. Electrical service.
b. Controls.
c. Communications.
3. As-installed color-coded wiring diagrams.
4. Operating Procedures:
a. Routine and normal operating instructions.
b. Sequences required.
c. Special operating instructions.
5. Maintenance Procedures:
a. Routine operations.
b. Guide to "troubleshooting".
c. Disassembly, repair and reassembly.
d. Adjustment and checking.
6. Manufacturer's printed operating and maintenance instructions.
7. List of original manufacturer's spare parts, manufacturer's current prices and
recommended quantities to be maintained in storage.
8. Other data as required under pertinent Sections of Specifications.
C. Prepare and include additional data when the need for such data becomes apparent during
instruction of Owner's personnel.
1.05 SUBMITTAL SCHEDULE
A. Submit specified number of copies of approved data in final form no later than fifteen (15)
days after final inspection or acceptance, but prior to applying for final payment.
B. Operating and maintenance manuals shall be submitted, reviewed and accepted by the
Owner prior to the Final Application for Payment being processed.
1.06 INSTRUCTION OF OWNER'S PERSONNEL
A. Prior to final inspection or acceptance, fully instruct Owner's designated operating and
maintenance personnel in operation, adjustment and maintenance of products, equipment
and systems.
B. Operating and maintenance manual shall constitute the basis of instruction.
C. Review contents of manual with personnel in full detail to explain all aspects of operations
and maintenance.
END OF SECTION
01740 - 1
0237.07
SECTION 01740
WARRANTIES AND BONDS
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Contractor shall compile specified warranties and bonds and specified service and
maintenance contracts.
B. Review submittals to verify compliance with Contract Documents.
C. Submit to Architect for review and transmittal to Owner.
D. Related requirements specified elsewhere:
1. Instructions to Bidders: Bid or Proposal Bond.
2. Conditions of the Contract: Performance Bond and Labor and Material Payment
Bond.
3. Conditions of the Contract: General Warranty of Construction.
4. Section 01700, Contract Close-Out.
5. Section 01730, Operating and Maintenance Data.
6. Respective Sections of Specifications which specify the product.
1.02 SUBMITTAL REQUIREMENTS
A. General: Submit warranties, bonds and service and maintenance contracts as specified in
respective Sections of Specifications.
1. Unless otherwise indicated, all warranties shall be written in the Owner’s name, and
shall be transferable to future Owner(s) for the duration of the warranty period.
B. Assemble warranties, bonds and service and maintenance contracts, executed by each of
the respective manufacturers, suppliers and subcontractors, bound with operating and
maintenance data. Manuals are specified in Section 01730.
C. Number of original signed copies required: Three (3) each, or as required by number of
manuals specified in Section 01730.
D. Table of Contents: Neatly typed in orderly sequence. Provide complete information for
each item.
1. Product or work item.
2. Firm with name of principal, address and telephone number.
3. Scope of warranty, bond or service and maintenance contract.
4. Date of beginning of warranty, bond or service and maintenance contract.
5. Duration of warranty, bond or service and maintenance contract.
6. Provide information for Owner's personnel:
a. Proper procedure in case of failure.
b. Conditions which might affect the validity of warranty or bond.
7. Contractor, name of responsible principal, address and telephone number.
E. Format of Submittals:
1. Format: Prepare in duplicate packets.
2. Size: 8-1/2" x 11" punched sheets for standard three-ring binder. Fold larger sheets
to fit into binders.
01740 - 2
0237.07
1.03 SCHEDULE OF SUBMITTALS
A. Submit documents within twenty-five (25) days after inspection and acceptance for
equipment or component parts of equipment put into service during progress of
construction.
B. Otherwise make submittals within twenty-five (25) days after date of Substantial Completion,
prior to final request for payment.
C. For items of work where acceptance is delayed materially beyond date of Substantial
Completion, provide updated submittal within ten (10) days after acceptance, listing date of
acceptance as start of warranty period.
1.04 REQUIRED WARRANTIES AND BONDS
A. Bid or Proposal Bond: Refer to Instructions to Bidders.
B. Performance Bond: Refer to Conditions of the Contract.
C. Labor and Material Payment Bond: Refer to Conditions of the Contract.
D. General Warranty of Construction: Refer to Conditions of the Contract. Unless modified
elsewhere, General Contractor shall warrant all construction materials and workmanship for
a period of one (1) calendar year from the date of Substantial Completion.
E. Warranties: Provide required warranties for products, materials and equipment covering
defects in materials and workmanship for the time duration(s) specified in individual
Sections. Where no specific warranty is mentioned, provide warranty coverages normally
provided by the manufacturer for that product.
1. Unless otherwise indicated, all warranties shall be written in the Owner’s name.
2. All warranties shall be transferable to future Owner(s) for the duration of the
warranty period.
F. Provide warranties and/or bonds for all products and services specified in the Drawings.
F. Optional Bond(s): The Contractor shall retain the right to require Performance and/or Labor
and Material Payment Bonds from any or all of his/her Subcontractors.
G. Maintenance Agreements: None required. However, all Contractors and Subcontractors
shall be required to make service calls as requested by the Owner throughout the one-year
general warranty period, at no additional expense to the Owner.
END OF SECTION
Lee Martinez Farm Admin Addition
City of Fort Collins, Colorado
1
Lee Martinez Farm Admin Addition
City of Fort Collins, Colorado
2
DIVISION 2 SITEWORK
Section 02070 Selective Demolition
Minor demolition of existing building and site materials, equipment and fixtures, as identified on the
Drawings, and removal from the site.
Section 02080 Hazardous Materials
Upon discovery of asbestos or other hazardous materials within the building, the Contractor shall stop
work in the affected area and notify the Owner.
Section 02100 Site Preparation
Overlot grading and stockpiling of topsoil for reuse during final grading; site clearing and minor site
demolition; finish grading and placement of topsoil prior to landscaping.
Section 02221 Trenching, Backfilling and Compacting
Trenching for utilities, backfilling with approved bedding and backfill materials, and compacting to
minimum standards of Standard Proctor Density (S.P.D.) as required by the Soils Report.
Section 02225 Structural Excavation, Backfilling and Compacting
Excavation for structures to level of original, undisturbed soil; reuse of existing backfill material or
import of structural fill material and compaction to minimum standards of Standard Proctor Density
(S.P.D.) as required by the Soils Report.
Section 02515 Portland Cement Concrete Paving
Exterior Concrete Flatwork: 4,000 psi minimum concrete paving at driveway aprons, trash enclosure and
loading area aprons, and sidewalks, over granular base, thickness as recommended in the Soils Report.
All exterior concrete flatwork to be reinforced with fiber reinforcing.
Section 02810 Underground Irrigation System
The Contractor shall move the irrigation lines as necessary (due to the addition's location) and the
Contractor shall make any repairs necessary due to damage to the irrigation system during construction.
Section 02930 Sodding
Soil preparation and amendment; in areas disturbed during construction, install new sod to match the
existing grass.
Lee Martinez Farm Admin Addition
City of Fort Collins, Colorado
3
DIVISION 3 CONCRETE
Reference Structural S1.0
DIVISION 4 MASONRY
Not used.
DIVISION 5 METALS
Reference Structural S1.0
DIVISION 6 WOOD AND PLASTICS
Section 06100 Rough Carpentry
Reference Structural S1.0.
Exterior and Interior Framing: All wood is to be FSC (Forest Stewardship Council) certified. Contractor is
to provide Architect/Owner with vendor invoices with the COC (Chain of Custody) numbers that comply
with FSC standards. Wood products without submittal of acceptable documentation will be rejected.
Exterior Framing 2x6 @ 16" o.c. Hem-Fir #2 K-D; 2x6 framing.
Interior Framing: 2x4 @ 16" o.c. Hem-Fir #2 K-D; stud grade for non-load bearing walls.
Roof Sheathing: 1/2" CDX plywood or oriented strand board (OSB), glued and nailed.
Wall Sheathing: 7/16" oriented strand board (OSB) where required for structural bracing.
Corner and Shear Wall Bracing: Let-in steel strap angle braces, if required.
Miscellaneous Furring and Stripping: 1x and 2x Hem-Fir.
Curbs, Sills and Plates: Redwood or pressure-treated Hem-Fir.
Simpson beam and joist hangers, clips and truss connectors.
Section 06170 Prefabricated Structural Wood
Reference Structural S1.0.
Section 06200 Finish Carpentry
Exterior and Interior Framing: 2x6, 2x4, miscellaneous trim and siding. All wood is to be FSC (Forest
Stewardship Council) certified. Contractor is to provide Architect/Owner with vendor invoices with the
COC (Chain of Custody) numbers that comply with FSC standards. Wood products without submittal of
acceptable documentation will be rejected.
Softwood Casings, Base, Standing and Running Trim: Poplar or species to match existing, S4S, plain
sawn, for transparent finish.
Storage shelving: Plastic laminate finished shelving; recessed slotted standards for adjustable shelving
systems.
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DIVISION 7 THERMAL AND MOISTURE PROTECTION
Section 07115 Sheet Membrane Waterproofing
Single-ply membrane waterproofing, self-adhering type, standard 3'-0" roll width, Ice and Water Shield
by W.R. Grace or equal. Install as shown on the Drawings, or as required by project conditions.
Section 07150 Dampproofing
Asphaltic dampproofing applied to below-grade concrete foundation walls.
1. Liquid-type, spray applied, clear or gray colors only.
Section 07190 Vapor Retarders
6 mil poly vapor barrier where shown on the Drawings.
Section 07200 Building Insulation
Furnish and install the following building thermal and acoustical insulation materials, completely filling
all voids and providing thermal barrier without penetrations:
1. Attic and Exterior Wall Insulation: Faced blanket-type fiberglass batt insulation, R-38 at roof and
R-19 at walls.
2. Acoustical Insulation: Unfaced blankets in all interior walls.
Section 07215 Foundation Insulation
Furnish and install the following building thermal insulation materials for foundation systems:
1. Perimeter Foundation Insulation: 1-1/2" extruded polystyrene rigid board insulation, adhered to
concrete foundation walls.
Section 07466 Wood Siding and Trim
Wood Siding (Exterior and Interior): 1x6, shiplap siding to match the existing siding. Contractor is to
submit a sample prior to ordering wood. All wood is to be FSC (Forest Stewardship Council) certified.
Contractor is to provide Architect/Owner with vendor invoices with the COC (Chain of Custody) numbers
that comply with FSC standards. Wood products without submittal of acceptable documentation will be
rejected.
Section 07610 Prefinished Metal Roofing
Prefinished 24-gage, corrugated metal roof to match the existing roof, with baked-on Kynar 500 finish (to
match existing finish), with associated flashings, cap, ridge and eave trims, seamless gutters and
downspouts. Neoprene closer strips required at all roof edges.
Secondary Underlayment: Provide single-ply sheet membrane waterproofing as specified in Section
07115. Apply to overhanging roof eaves and valleys, and extend over heated area of roof minimum 3'-0",
where shown on the Drawings.
Section 07621 Galvanized Metal Flashing and Trim
Prefinished galvanized flashings, valley flashings and wall-to-roof transition flashings, as shown on the
Drawings. New flashings to match the profile of the existing flashings. Provide material gages as follows:
1. Exposed Wall-to-Roof Transition Flashings: 24-gage.
2. Roof Valley Flashings: 26-gage.
Section 07900 Sealants and Joint Fillers
Exterior Areas: One- or two-part polyurethane-based elastomeric sealants.
Interior Areas: One-part general-purpose, non-staining acrylic latex and silicone-based caulk for interior
or exterior use.
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DIVISION 8 DOORS AND WINDOWS
Section 08110 Standard Steel Doors and Frames
Exterior Insulated Doors: 16-gage flush-face sheets over insulated foam core.
Interior Steel Doors: 18-gage flush-face sheets over honeycomb core, except use 16-gage over 36" leaf
width.
Steel Frames: 16-gage standard profile, except use 14-gage for all exterior doors and for interior doors
over 3'-0" width. Provide silencers in door frame for all interior doors not specified to receive smoke
gaskets.
Section 08610 Wood Windows
Fixed and operable sliding, casement- and awning-type prefinished aluminum-clad wood windows, by
Pella, Marvin, Andersen Sierra Pacific, or Kolbe & Kolbe only, manufacturer's standard color finishes.
Provide double insulated glazing Low-E tinted glass; insect screens on all operable units.
Hardware: All ventilating units are to be provided with manufacturer's standard interior and exterior
vinyl weatherstripping, roto gear operations, locks, locking handles and strikes. All units will be
lockable.
1. Finish: Manufacturer's standard "Champagne" finish.
Grilles: None.
Finish: Prefinished aluminum clad exterior, electrostatically coated; natural wood interior for stain and
seal - transparent finish. Refer to Section 09930.
Cladding Color: White to match existing.
Section 08700 Finish Hardware
Commercial: Door hardware by Schlage, match City of Fort Collins standards, finished to match existing
hardware, including butt hinges, locksets, latchsets, deadbolts, thresholds, weatherstripping and
specialty hardware items. Provide lever trims at all new doors.
Community Building/Commercial:
1. Group A Entrance/Exits (Hollow Metal)
1 1/2 pr. Hinges
1 ea. Entry lockset with lever trim – F-81 (451)
1 ea. Deadbolt – E-2141
1 ea. Closer – LCN 4000 Series
1 ea. Threshold
1 ea. Door Sweep
1 set Weatherstripping
1 set Kickplate (stainless steel 12" both sides)
2. Group B Office
1 1/2 pr. Hinges
1 ea. Lockset, with lever trim – F-81 (451)
1 ea. Stop
3. Group C Storage Rooms and Closets
1 1/2 pr. Hinges
1 ea. Lockset – F-86 (457)
1 ea. Stop
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4. Group D Classrooms
1 1/2 pr. Hinges
1 ea. Classroom lockset with lever trim
1 ea. Closer – LCN 4000 Series
1 ea. Stop
Keying: Provide two (2) sets of keys for each keyed group as follows:
1. Key entries together.
2. Key each office and classroom separately.
3. Key storage rooms together.
4. Key Silo Store separately.
5. Key entire Project to the Owner's existing master key system.
Section 08800 Glass and Glazing
1. Sealed 3/4" or manufacturer's standard thickness insulated glazing, two panes of 3/16" glass with
3/8" air space, at all exterior doors and windows, Low-E tinted. All glass in doors, sidelites or
within 3'-0" of a door shall be polished tempered glass.
2. 1/4" polished tempered glass, clear, at all interior doors and sidelites.
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DIVISION 9 FINISHES
Section 09260 Gypsum Wallboard Systems
Specify the technical requirements for all gypsum wallboard materials, systems and accessories.
1. Interior partition walls, soffits and ceilings: 5/8" gypsum wallboard; screw installed, taped and
spray-textured.
2. Miscellaneous gypsum wallboard accessories as required for particular applications, including
corner beads, corner mouldings, reveal mouldings and expansion joints.
Section 09330 Quarry Tile
Floor Tile: Match existing tile, 6" x 6" x 1/2" thick.
Section 09900 Painting
All paints (exterior and interior) shall be in compliance with the Greenseal Document GS-11.
VOC limits: Flat Paint: 50 g/L; Gloss Paint: 150 g/L. The Contractor shall submit cut sheets confirming
VOC and GS-11 compliance.
Approved Manufacturers:
1. Kelly-Moore Paints: Enviro-Cote.
2. ICI Dulux Paints: Lifemaster 2000.
3. Sherwin Williams: Harmony.
4. Benjamin Moore: Ecospec.
5. AFM Safecoat Paints.
One coat primer and two coats finish for various substrates.
1. Exterior Hollow Metal or Ferrous Metal Surfaces:
Primer: Shop prime or inhibitive metal primer.
Finish: Alkyd semi-gloss enamel, two (2) coats.
2. Exterior Painted Wood or Hardboard Surfaces:
Primer: Acrylic latex wall primer.
Finish: Alkyd semi-gloss enamel, two (2) coats.
3. Interior Gypsum Wallboard and Plaster Surfaces:
Primer: Acrylic latex wall primer.
Finish: Acrylic latex satin wall paint, two (2) coats.
4. Interior Hollow Metal or Ferrous Metal Surfaces:
Primer: Shop prime or inhibitive metal primer.
Finish: Alkyd semi-gloss enamel, two (2) coats.
Section 09930 Transparent Finishes
One coat stain/sealer and two coats polyurethane finish for various wood surfaces:
1. Interior Stained Wood Doors, Casings, and Trims:
Primer/Stain: Semi-transparent alkyd-oil interior wiping stain/sealer to match existing wood
casings and trim. Use low VOC stain.
Finish: Clear satin polyurethane finish to match existing wood. Use low VOC finish.
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DIVISION 10 SPECIALTIES
Not used.
DIVISION 11 EQUIPMENT
Not used.
DIVISION 12 FURNISHINGS
Section 12512 Window Coverings
1" aluminum slat horizontal blinds for all new windows. No window coverings are required for full lite
entry doors and sidelites. Submit color sample for Architect/Owner approval.
DIVISION 13 SPECIAL CONSTRUCTION
Not used.
DIVISION 14 CONVEYING SYSTEMS
Not used.
DIVISION 15 MECHANICAL
Reference Mechanical Drawings.
DIVISION 16 ELECTRICAL
Reference Electrical Drawings.
END OF SPECIFICATION